The URL can be used to link to this page

Home My WebLink AboutDrawings0 + 125' TO FIRE PROPOSED ELECTRICAL HYDRANT ON WEST SIDE EXISTING TRANSFORMER & SWITCH GEAR NORTH AMERICAN ISLAMIC TRUST I IN OF CHERRY STREET PER CSU PLANS AND SPECIFICATIONS TAUBER BLOCK 2, LOTS 11 & 12 NORTH AMERICAN ISLAMIC TRUST' HECTOR RIVERA DUMPSTER ENCLOSURE MANHOLE ZONED NG -3 TAUBER, BLOCK 2, LOT 13 TAUBER, BLOCK 2, LOT 14 R H TUCKER INVESTMENTS LLC D WOODEN FENCE V) RIM -343.60 (WILL BE SCREENED BY LANDSCAPING) 1152f669 ZONED NG -3 TAUBER, BLOCK 2, LOT 15 & FL=340.6aPROPOSED BY S PARATE PUE AE AE AE AE AE E AE- AE AE AE 1152/669 ZONED NG -3 ASSOCIATED BPP EXTENDED CURB I 6' CEDAR STANDARD CURB ZONED NG -3 INSTRUMENT PRIVACY FENCE HEIGHT VARIES 1.19WIN z ' L SEE GRADING PLAN SEWER LINE �soo .cr �'o111110aml j x.65 7982 12i ALONG DRIVE EXISTING 6 rrnr axnrtnNT ¢ S 6 S-6 S- S-6 S 6 c S_6 -6 S- S-6 - S 6 - S-6 -6 S-699 S-6—_'_59f- —S-6— DECORATIVE S-6 DECORATIVE- IRON FENCE 26 N 9' PAR TNG SPACES EEL STOP PROPOSED ADA (ALONG CHERRY STREET) w TYP) y SIDEWALK RAMP ¢ I 20 I TYP. TYP. 16' 24, .._,. t 4a T �© ~ a RE ST ST ST 57 ST T ST ST S ST ST ST ST S ST ST ST ST LF O an ADJACENT DRIVEWAY, � ► ~ 5T ST' ST ST ST ST -- ST ST ST ST --- ST ST T ( S ST ST ST ST EXISTING 6" �� '� � _ LOT UNE I 3' WIDE GATE SEWER LINE f ¢ I 21 j u ST 5T -- ST ST ST ST ST - ST ST ST --- ST ST ST - ST - ST ST ST �� 1111 23 I L0 LINE PARKING LOT ii I LIGHTING (TYPICAL) 23r II 10 5 0 10 6' DECORATIVE IRONr PARKING ISLAND FENCE WITH GATES s: OPos ,p GATE SCALE IN FEET ST ST -- ST ST ST ST ST ST ST _"80 SF r ST ST ST — ST ST --cn {ALONG CHERRY STREET) �� MECriANICAL EQUIPMENT r- VAN -ACCESSIBLE SPACE PARKING ISLAND SE SITE PECIFIC � � , Lt: � WILL', BE LOCATED ON ROOF PROPOSEp FIRE W/DECORATIVE LOT LINE X188 SF W/ NO16 SHEET C2 DECORATIVE PAVEMENT = 2 DUMP K ; � LANE SIGN PAVEMENT SIDEWALK :' -_ - f . 51ERS ,'.;•.,i 'ray: ns�: __-'_ _ R r 5 � �� . ti. E , ST S S --- S _ SEE SITE S PECIFC T T ST ST %uunt.., i ^Firm. �ne,tc 3 emN _. _ cn 3 r rra:-,, ,. ,,�, S S� ST S ST ST �SHEET- O s 'rte l! "_ ST S S camel , ._,. r v. 'I• .r _ S . '"�-S ,. �;...,� ..w, ,--i.. �.—,-.> _ . - ' _.._ � ,- � ... NOTE 15 . H1ra 3M 3 f 7 r Ceti Lu t�1 _^„ C r-^{�•.;a =. - - r , - nn . �T , .t c,r TG2 • tars M:•7 I I:r..s E 1'S Ar.ltn .FK. ( 4 i'—' ,t ttf...s {?4': ,s ,.: • f;.tLT. t T Nr'I til L-iLC,I kL':.�•'t�`I __ .'r'a ....:,1 :�'7tr ,( :.:, a e•.: Film jyT, .:, _ r ,. c�e75;'e+ .. N" 'y ISI 41 G EMT T ,. : -r- ,r . . � ':. (_ � rY C:1� .. . , y ..::t,. �'-•'v.' y, t,L- r ,. ,.: . , .. i.-6 ,. �, . , ,, .xT• , '=:if : � .:� DO NOT ENTER- va3 �� ,� - Sr xi i$ !13�{I! ,1: I) I R• tars 3a ttavl sa ST Nv57 PROPOSED DA EXIT ONLY" SIGN -'y SIDEWALK R MP s y a ., rtrrt as - - : V) _ ;: ¢•„r,y -,c :�-,7•si. '�[y::11'rV' aY-i^ :: :(S:: rt• -i», r; :/- , �� - - '� �., tr'•_••--, _ - '�>�n�• '''' ::G:: �i._�r 'fjr.£Y..r.v.:,rraMr �r''F' r 7,`,:;'< '<•�.a "tea .. Q` . =!Y:, _.•rte ,TLP. 'ti•i" {f -<T:,!% t3�' dr r.0. r:.'R s, .:•'sY �ti::y�:`.'': ,.trr2 �;=.::is; t,. :¢y..+• ...,1 � ,roe_ s+`••a :•.g• ::,r •s),, a 'x SPr4;r.i}t ?„r w.'•:: e;•:51: t' v 'e; }' 11 ;.Y- .+[ r• {Y Y.' ./i• a"M1.s•,.Jcl..o:�r••trj;;..r�,.l.:{ f)_ ••;•'yf`'l >:s�._ar:,�.yC` ,a. _r H - / a. � rF,. .�.•r, r;r ^-.,R`r3• rw;L}..!-"r:yv-.•^*i.::r• _ �.Mjz�:,t[�}' .r•,k'•?,;::ii1:Y' '� D - ? f 'e.f7.`..•iJ;.; :;i Ru+...rr;y <tc+•C. ,r >.•r . ,_; :' t::'�x..tiar:.r•.,t'l ri:rr.. r,¢,3.; .'i - p i' •:}i. .f ,a»'.:'Y'.Y•L'v..•F ...%;., rr :7. •".iir+�.:a,.. _ y::i'• - :r: ...... .r• ..t.- E iii N 9 PARKING )-. ''• rYr!•q. •r•tr;,i.,<-.a r: +' el' tNr ,,..Cr.>s•. {: "tf.. rn • Al�� ROOF GU1T'ER 8 RK NG SPACES .. _ : r: .�< .� =��- r•-• .r. ; : XIENDED CURB ^-*.LJ=%Se.•;• t•"r, ri <. �c r: Y. ;;,:i. "+Liy r.r !•�: :•rirL w.r 'r II '}k •I >. rr t �. .�-:'�';, r_•,•r- �•, r. 2:f-irc..,:r.' L ,:... f::•'ir.. .,r,r•. .s HEIGHT VARIES lil a u N '+nZi:q *rr, eA'.t 2 i :.>.• t J.r 7 .r• T,r r,:. .t;. N - _ a a r. DgWNSP - Jw / Jr. ,,.:' '•i•.. 7:, '•L •C•%'- {• ' OUTS 2 HANDICAP SPACES . '?rt= ,s '` " ,3. � V • � ' rid � Pt,::..yN :' ,•��_.. --,MN 7• ••r J GYL'•r y. Y^ y�•.i'J'i:. YI�'l `r'sn:r.I T � S ALONG DRIVE Lv :Y r7 9 ,.i,.Y / �;<r.Q yr ...: ir: r: , y � { r.^ •••L••:r•t ;t e•= (� :!, • rt•: r : .-4' yr -.E'” ,Lt.Yj.:r , '•t r..r {x (TYP-)- - / rY.•,.i;i. .}. .,A %,. rJ''•. f,r.A>;:;,.ra.,,• -fi,- .±� t •yrs+•• ;t••:yt.s a _ t 19' r: � - {,'•},Ls :.r. t'^ • + .,- r'- • ,� SEE GRADING PLAN �Y.•A..Y!•;1 .••s•. r i•�. �Ta"_.. [eY'�!' S .:.r'1 •ter ':i...d' ..'a .rl i.' .v .s•• .T. r•' :.f h.,.-L.yi•+ r ' =:r! �'o'.:r..:7: '::C':� f ,: { - I/•^'��/�' ,. i 1 P. {I+;'•••+� . e• , ,'. 1'J LP. trJ,:s ,r- . r •a...:;ki;i`.! r ! , w+•+ % i L U' r ••r.�rYJ:.... ".f,. t'q,.2•, at'. ,(Rc jy.A r•�. rr. r n f. c._ _.,f, « 1 C x„!315.yGlett:t . r Ff1it e.1. ' .:tt'•:f; °: r` L ./ "•"w PRO g5ED 6 SIDE ALK ', �u :1 T'•'v • Y:`'tr •7 i,_ _ F a f 7 ^-r: : • "v •.',4, �r \tib r ♦ .f'r',:a a. • .r r �:::.,., `•gra •,..•c w1 'r'• :rr.�Y•,•.i: y'. yc''.., •{' tt ' I' S .i ti - :{.!.•.r'r'f''..9.••: �. er_... i�r....,S, t� p'.,'.75^', .?. hJ:ii'(•ti./aL;.�.J �.r yt=r:L ..� ../ i :t. f. - � _ ,,pp•9 r:t +: •,�,. r.a .d.3.I ,.• „rr s;• i' P.. _y'.%}'.i � ;Fr'.: ;.: .A h }: rt•:Cc'ifr . 'f...✓.f. r..,a 1. k?" ..'tJ•Tr ...:••' •, .T ;(, i.::•i!•. � .' '«<. ar. J..:-. .•L4 ":, . - r.. t - - ..i ,f.7 t,r..rri. wn;y.l�,C ..rt. .Y: •t .++ .2LS'•i<�.v>T-, pr_J, .^ i V / Q � � I ai ;� Fe �---`�I _ I :!:;k�:..,,T-:�i �✓E:'_%i;''•.;:;r•. ,.'rl;':.nZrf;?in•'..S•:r :� � �n _ 6 _ ROPOSED.,;'r:;�r;w.;;<rv.:�L CEDAR s ° �Lf:r�`t�=�-�"r:�,.r”'%'"=,.�y?•,�•,_ f r., � PRIVACY FENCE RELOCATE- • e' x i;i '`ra J, t� � '2y�ri.�.::.t ii;� .>•� v;+rr'rL,'i<•- t'r�.e�r�i�i+e;•r� i' .n dD • STORM ' b t ., y;_; s. ti r;.-t¢.��• _tt W [� I. R N+r• r1:.:'+:'•�rirr •.•''•... ilLr ,1?r /�.: >{:/.% L. ;l .✓- 'ick• FR R I z �� r =ut•e< .•.Y• J• wii INLET Q-0 � © J >'' `-• t A• , h•..: �->. ' - ,,...^. - - t c ../Y��-� A J r a 'rr`;.• t rr••°"Q- i ..ver+. LL- (yJ f A 'A.P.A D �y.,[ .�.r�.,•}r,r..r:.23• ' P A: , :� µJ {.'�yr-� Si.t.�atWs p PROPOSED BIKE RACKS e: ,p �' L.;j1j1 •rJ/ ,-,_,rEL POOL ,_<r, i FIRE LANE PER FIRE LANE 1 :.i r. ::23T C • D ' a• Y a .. .6 S e D':a .p a .,iy,r?7,wrh7rrr�.•�'•� r ter% ri:• , .z.+ftr,,:-''3,� t ,f• ti.: DETAIL & NOTES ON S 24 SPACES D HEET C2 ---�L--• �i.1 � PROPOSED PRIVATE IRRIGATION LINE a .� .. . •A ( .D ,,,.-atta�..:� ' .'�, .rr•; , f •..r,: , r. . WITH \`• .. D n . • • D p e .. � ) k. I,Z� �...r ir•J.._,_ r .1•: , D .¢ SLEEVES UNDER SIDEWALK ., _ o r _ C•3 �: a e o b .. a �. Dr .e. > ;y`•:Sv•-;xi �J+L�✓r%4: >.. a•,,Y,;.; ::. :.,y _..v. v.-rf ti �� r c,..! c _ e a. a• . a :h:�/,ri•.yi...f:,':, r. 3•:'v• ..rr?•-:' Q REFER TO IRRIGATION PLAN FOR DETAILS P"y I •'; 9 A k' . r^�`r.'.•.« a �rr�.`f _-r:... � .. it •'' *- SED WAIL �--� ST ST PROPO `.'- --___ ? s ► PROPOSED (Ji A n. iiM=�iti� .k1,4x^� : •< �r�� {�iy •a.'A t7•S •.�• I .� I,�3ir�•r';.Lt.y,:�.:'ar. r:y >;ffy..xy�� -PROPOSED PUE T . __ ADA - Via. t _ _ b r,>' :.<:r!r. •r">::: '�z: �'•i o 'a' i{gt At S�•: D•`•-• + . .�`.+.,, '�;'as`•.'i:d� r'�Y..iy!..i. _ _ v+4$.rr: Y'rti:;.r. k3 ::{ 1 t -+ A a JI I I I I 1i, as.�•'y t:. ^i. ,: fr! `i' ^:Z �-; �•'i.�.:C: l� 11AA it . r.,oY,- = la't -•r-• ..r t?'}c: t{: •. .+,•iF';a..:-�,,;, -.j»i :...c. -J'1./ ;r. r - h (BY SEPARATE a' - '-c:r • ' •s .�' 'r, W D a i i.r .r.•L'. � • 5'I' t D • : ii•:," .,Y. , i.�:in..S,d•n. ,.ai:y • r t•''iN "•vwf�i,L:., Lr,. Z r "-'•y •• D a p A .c5r-;�•"<i:e".v. ;':'•'t. !.ir .J,. ,n.-,�.'.r:,� +•Y.r 1•� TO S-6 MENT , l�='•: Yl t. r,.r,..,r '7;. ^ F,-� i E' -----:. :• .n • r`:.. -a•+ r ..r- #.i. r:::._•.: =•, f r- .G". e••ffx.F,.',•rL .. �a i{ a: —-',�...:w'.l:':t "f .. si=., r,,. r!,�tY }N•,•,ti it.,iY-:f.� •"^,?i+i�_ f:a e � ! ;�^ r�. © n •y •A ST •!;.',•...N. ..L •`!' Ys,r:�v++. .y.(• w;v.• J .J. iii r-u':,a•r '�r•> p• 5 - T © i � 4 Y .g ,. p•L,.. ¢ii'i+,...r:- .j....L • -,i Y ..YS} (i: Ir .J.:i: <♦ ^f•,e'':�.. •'r✓, J.: T. SLr:•%:. a,J:-•1%' AUBER ST. 7 a: ! } O u "I' .t---.'.""'�--...., �'I' 'J : %e, r. r::o'::.. mss`'%`'.'. .,t• .1:;.('r:.,'to^+ _:' - --..._ �.. c. '•'-+.r_, f� a '•^•-.. ..3'r. i:.. K.i+•i ,,lr••tr.:Y:•, ..v �...::'• :a._ � .•r -r ..f •.:•..w ::f:.. -r.. _ ,er it m• .,S ✓ .}',r.. •,.a. .1• .,...••. ]:'^_ •x J'?/ 9".'.,� L } •"' ,,,.r fgj \ � tY"^�._"--•_w. d T<'�,�r; :.�•:it... c: rY S) - Jlr••. ••.:-. �..+•r"•:'it.' _ •yr• r ..I.�•t ...b t�.. +i tI. Q -• 'k'• a-..•...J.,r•.•r-•.'_ .r.`::•t;frt.rr v*r..-C.r.:. .:2:;`:• ti!'.:•c;✓•!, r':�y�r'rr;:', `c:;j r,. .{; r: a' c rJ r r •Lf: ttf 1)1 Q '`•�r-� •S"•.r,JJ3.JY•.•..n. .,w •!. • <: .r ...i •,!_ T yl.it �, -<r `'----"--�-�"='- \_ --.. t� _ T c ..r -•?' .. r,.r '"i.':.. Jt� 't.:'.::,-' C,t..., _ i.:%'% e - 'k' c [9 fN• _ rim"<.:p. d••» i° Q C S +i: !^ '•A B � ,1_ -.._ .�. n� :' .:� _ . rt: �.o r...e.,}Y S' ` 6 .';'t • D' :: f ate � 'i t'.... �° o PROPO� 6 1 i t' c 'i ��:; :1 1 .ii t � O Q D ••t .. �• ` m . Fii'ir; r:. ,...: D.. -...,•.•-• _ SEWER RVICE1r•5 :. , i J3 � t'• d .,JJrr--�--yy r-� 4. a :a � r .. tv✓• h ICU t • I�I L:: � / fr'-4�--, Da• �� hi u •r-- _ p • D �••,,,1 _ i - D 4S '��j}yt S.t ;ii P i �Ef .. n . i• . z0 •D MAX J 10' MIN - ,1 f ,1 NORTHGATE PROPER. ( D 'e D D. .f.t oa � BUILDING SETBA r _., APARTMENTS L+.; BUILDING SETBACK ,� — � ; II, 2----_-- ?t (ni a • . � r �, is 1 E o rt Q _._1- .�"--?---_-. • p �� ,.� � w m 3 & 4 STORIES---��,�' -� ' � _---�;•; ,. �• -�-----�. A •n�. ..o ::i 514 • • � , D • ��_ ---�°. ROOF GUTTER !r 1' "------•4.,� °� 55 MAX. , L= I t r .I Q �� ,r------_ X. BLDG. HT. l -�- t. C DOWNSPOUTS . Z1r•J€ Q a `-� — ! d ¢ � '1' r'' \� — - � r `'I'• $ rI ',�- h" — oeoeo 1 f:: - 5: ► I �, FF — 348.30' (� E (TYP `- ;� ___ z ~� % h �'. L•y R� , g o ;' ?f, �� ('' S.•,,;.;(,I 26 6 .� (^_, r�,� 1z r -rn z , O3 SF 1,A nI i ii' - II/S aw c Jr D 1' ! i. C \ 6 DECORATIVE IRON L o HANDRAIL PER 32 N 1 BEDROOM UNITS,) F ..,•t 7 �' •' u ,..: ,,.r: FENCE WITH GATES U � � t'7 al• F sem. •�-'-._....0 .�_ ;ii .i ARCHITECTURAL DETAILS :• a• ; O� O ,_ .-_ „ - ? ;. 1 N 2 BEDROOM UNIT , � '. r,� _ -_ • e , � . ,_;_. _-. .;. _.. _.._ <: PROPOSED VARIABLE -i ast N .. �nnT�-I_ PUBLIC UTILITY ,:. �,r:„• .tom, .i .,: ' AND ACCESS � n �_ ,- o S '-•.•------.,.... /// � � ,. ,,. E S EASEMENT ,, ow - ST --_ - I_.._. g ---- _.r._ R , ""SOLATION VALVE BY SEPARATE ci, ,,,.�_ 4 0ca PROPOSED ADA 4, S-- T �� ---- T SEE NOTE 17 UNDER _ ; ` m Q F • �;: . _INSTRUMENT � I SIDEWALK RAMP ----- - „ a}' St / E fi ; } mpg O SPECIFIC NOTES D, �.. a' -``` - : _ _ .�z ' Q - QST ---,""".- PROPOSED FDC ;t is 9r O o S � `-' � ---- PROPOSED 2 WATER SEE INSET A - 2 cn ° _::-: _. ' .. _ a HANDRAIL PER -' EXISTING E UE = =- =` ---y-- ------- _ - ?L ARCHITECTURAL DETAILS e � c�`r STORM INLET '--`- U UE %EXISTING 4" STORM SEWER LINE �- U - '- j PROPOSED FIRE 20' MAX PRO ---- -. LANE SIGN BUILDING SETBACK EXISTING 24 STORM SERVICE PROPOSED SIDEWALK = =Y� �--=:.:._: �':,;_ ---__�� >�:'t� r, „ i� (TYP.) EXISTING GAS r -------- `-- RESIDENT ts:••:r. :. . rn BENCH TYP. PROPOSED 8 - ;=IE£-� .zi}�--• 24 w EXISTING law C. LINE SID = -__ __--__ __,, t �.: ;L ,•". • • t r (., , ' � SIDEWALK W/ _ - PARKING f 1 ELECTRICAL , ;,r PROPOSED _' ;„• 27 TO FIRE BRICK PAVERS ' HYDRANT ON ;,' MANHOLE "NO PARKING” EXISTING 1.5" WATER ON : ,, • '.'.: ":... t' ; i, . ` * ' SIGN EXISTING UNDERGROUND SIGN SERVICE CAPPED AT _, - _ PROP ED ADA �_ _.,_•_ �� 1a' MIN WEST SIDE OF Q ELECTRICAL SERVICE RIGHT-OF-WAY 1 P OSED 1 '`' I IGATION METER ~ SIDEWALK RAM R ,; "'~ BUILDING SETBACK CHERRY STREET S-6 5-6 5-6 S-6 S_6 Sr_g S_g �� ,;,, ,.,. EE INSET A 3t EXISTING MANHOLE +�1`?"s.a - S -e—`_ _' ----5-6 S-6 S-6________ PROPOSED ADA t , RIM=343.53 W_8 trso Lr �o S s -----_S_6 Sys SHEET C2 ° EXIS1TNG MANHOLE SIDEWALK RAMP rrxa rrrpr;ruvTC`�: i.� S"6 �-°"""----- � ''••..' RIM=350.69 ¢ FL=339.27 W-8 W-8 ::., , S 6 S-6-------5_ rA (r" S rg' S_g FL -343.87 _ UE uE ______---_ TAUBER STREET --- --- _ _W-$ �_________ ,�,,Y 4•TX,PRor osED 6 m r, - UE - UE 50' ROW W`8 --`----- --W 8 a" ":RMJ PUBLIC WATER LIN EXISTING 6 , Itr---- ---- S_g q? UE "`---- --W-B t<; SEWER LINE PROPOSED PRIVATE ST �--- ST'l T ST ST -- S �-- :. IRRIGATION LINE WITH u ITE yY PAVEMENT WIDTH VARIES •uE W�"` n.,;`a ,�u: , � - , �-------' UE - _."- UE -- -- - -- UE 8 �'-``� YV x'g'., ' n,; U EXISTING 1.5" WATER SERVICE SLEEVES UNDER EE. z UE `------ UE 1� W�8tt CAPPED AT RIGHT-OF-WAY' SIDEWALK -' REFER PROPOSED TREE & ,�a W :3 �; O W i - W-8 us.. ¢ '-EXISTING UNDERGROUND UE w-8 , .. TOIRRIGATIONPLAN TREE GRATE (TYP.) w E Ci s E STO ELECTRICAL SERVICE --__� . DETAILS M _ EXISTING STORM INLET NOTICE! 8 E7 REQ UE W- ti �� ARKIN _ UE W 8 PROPOSED "NO PARKING" -E!GN Y REMAI nr THE CONTRACTOR IS SPECIFICALLY CAUTIONED CHERRY STREET LP -tt , 770" VI�-�-y Y I�+�N� 1 1 MAP THAT THE LOCATION AND/OR ELEVATION OF THE BOYETT UE �''W-soo Lr TO BLOCK 22, LOTS 1-4 & '`'`"' ��`'`` UE `r --^:w 8 FIRE rt'DRANT EXISTING EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BLOCK 4, LOTS 8-10 & ';Lf• s � '�.�� SIDEWALK ¢ BASED ON RECORDS OF THE VARIOUS UTILITY ASSOCIATED BPP .w� amity' �`"'`, tt. COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO ZONED 7609/148 BE RELIED UPON AS BEING EXACT OR COMPLETE. �>ss ar To rrraE HYDRANT IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ,+ All EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE ' r 1-V9LITY IS SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL L NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. CONTACT INFORMATION: TEXAS ONE CALL: 800--245-4545 'ivy Q,�cC4 LONE STAR ONE CALL: 800-669-8344 DIGTESS 800-344-8377 COCS ENGINEERING 979-764-•3570 N COCS UTILITIES 979-764-3660 BRYAN TEXAS UTILITIES 979-821-5865 ATMOS ENERGY 979-774-2506 VERIZON 979--821-4770 svorroscare SUDDENLINK 979-595-2429 MIN I 111111101m WE MOM EXISTING 8 WATER LIN 1., ,. .� I .,<rtaft U aft W -t3 i �l c +J_`"``" Ue `-� W ` it , c } • I £ ; Std ii F. ullo EXISTING UNDERGROUND ! �"1-- UE W-8 `•-•-__� EXISTING 1.5" WATER SERVICE EXISTING FIRE HYDRANT UE ELECTRICAL SERVICE �' 8 CAPPED AT RIGHT-OF-WAY 8 ---. _ _ `w UE W-8 PARKING ANALYSIS UE NORTHGATE PROPER APARTmE REQUIRED PARKING: �.'----'-'-"'~- _: __ 34 BEDROOMS-"`�---_"��'" UE "" _`-- UE 1.125 SPACES PER BEDROOM (NORTHGATE) 38.25 SPACES REQUIRED TOTAL PROPOSED l ll V l COLLEGE STATION, BRAZOS COUNTY, TEX�AS.QTS 6-1Q�B,QC} 34 SPACES NOlT�IATV PRO PER FEBRUARY 2013 SCALE =1 0 ,2 HANDICAP SPACES TAUBER AQ1 A 36 TOTAL SP %� ACES PROVIDED APAl b i N� 133 PG. 182 0 NER jDEVELOPER: ENGINEER: *ONE SPACE IS BEING. PROVIDED PER BEDROOM. �r�'r �•r r�•► VOL.Y 7 BO�IVA FIDE ACQUISITIONS, LLC SCHULTZ ENGINEERING, LLC. NO VISITOR PARKING IPARKIBEING PROVIDED DUE TO THE ci QLLl'r Vt; STATION T.E'lYAS TOTAL.. AREA-- 0,76 ACRES 44p0 OLD COLLEGE ROAD PO BOX 11995 AVAILABLE CITY PAID PARKING IN THE AREA. AN ADMINISTRATIVE ADJUSTMENT WAS GRANTED TO PARKING 1 BUILDING 26,603 SIF BRYAN, TEXAS 77801 COLLEGE STATION, TX 77842 SPACE REQUIREMENTS ON APRIL 9, 2013. 43 i-moll�I1IIi ACBE {979) 703-8925 (979)764-••3900 ■ ■ THE SEAL APPEARING ON THIS 'Schultz. 1 L DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Lon mire, Suite A N0. 65889 ON MAY 13. g 15, 20 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.390_0 TBPE NO. 12327 1 CITY COMMENT REVISION DLD 05/15/13 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR JPS DLD JPS 12-204 MAY 2013 mom NORTI�i TE Ph' OPER TPscALE SHEET VERTICAL N/A APA,R TMEN TS ITEPLAN R I ED FOR HORIZONTAL 1:10 LOTS` 6-- D, BLOCK 2, TAI3'ER ADDIT ON [� fit' �t �t r��Ill L INCE �J 1 Z l� L'a 1 "'-- - PLOTTING SCALE: 1:1 NO.RTHCATE -- COLLEGE. STATION, Rg� FOR �•t � P a ga'� kb FELE NAME: 12-204 • CULLtUL «:lute MAY 3 0 t013 DEVELOPMEN"' SERVICES � If TAT s irk t r"� .. I r _ ~ PLAT FILED: COL>L EG 1 ENGINEERING FI20510N do SEDIMENT CONTROL NOTES: GENERAL NOTES 1. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TiME THAT EARTH HAS BEEN BARED BY 1. THE CONTRACTOR SHALL. 13E RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND CONSTRUCTION. UTILITIES. NOTIFICATION OF THE UTIUTY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. 6" Conn. Pvm'L B" Curb Cleanout 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. ALL SiTE WORK CONSTRUCTION IS TO BE DONE IN CONFORMANCE WITH THE BRYAN/COLLEGE STATION 2012 STANDARD n DETAILS AND SPECIFICATIONS UNLESS OTHERWISE STATED IN THE PLANS. ALL CONSTRUCTION SHALL BE COORDINATED LE V E N i"l L7 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE lB20StON AND SEDIMENT CONTROL DEVICES. WITH THE CITY ENGINEER'S OFFICE tT REFLEG?NE FINISH METAL SIGN INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR 4" Drain Una � 4 RESERVED » » 12 x18 PARKING LL=G�_12:-_1jjj »» 3" CiTVE FIN H M SIGN 12 x9 REFLE METAL S G - - 6" A - - STEEL REINFORCING BARS CONCRETE PAVEMENT 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE n a' . i ;� . •, GALVANIZED STEEL. CAP WELDED TO ' • ;4 '." • ' + p -c` --r-v + a �; ; ..--a TOP OF TUBE. PAINT TUBE AND CAP. .:• ° a , 4+ .. a •- W ! i �X SCREENING VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS. PARTITION SCREENS, AND BRICK WALLS I r 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTiUTIES THAT ARE TO REMAIN IN PLACE. 10. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. S S PROPOSED SANITARY SEWER SERVICE I 1 i 6" LIME STABILIZED SUBGRADE 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD SURFACE. 11. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE !SOLATION VALVE. THE LOCKABLE UD SHALL SUPPLY w L 3 (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) THE SAME PROTECTION AS THE AMP OR USA. LL562 LOCKING UD. AT A MINIMUM, AN ALTERNATE LOCKABLE UD SHALL ST ST - ST EXISTING STORM SEWER PIPING 3 i 1. ALL CHARACTERS MUST BE 60" 6. ALL EXISTING ITEMS THAT ARE TO REMAIN L PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO BE APPROVED BY COLLEGE STATION UTiUTIES DIRECTOR OR DESIGNEE, PRIOR TO INSTALATION Tj� �- � � Q p ` MINIMUM ABOVE G E OR SIDEWALK. * " " � ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. TREE \\ � I•- (�' 1 1 H TE DETAIL �••B"-�•� X=5 OR 6 AS SHOWN ON THE PAVEMENT PLAN 12. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY ST ST ST PROPOSED STORM SEWER PIPING t- `✓ * 6" PAVEMENT - USE #4 BARS ® 18" O.C.E.W. 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE CONTRACTOR " " SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY REQUIREMENTS ADA SIGN DrTAIL * 5 PAVEMENT -USE #4 REBAR ®18 O.C.E.W. WORK IN THAT AREA. 13. ALL ROOF AND OGROYAD-MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT GAS GAS EXISTING NATURAL GAS UNE N.T.S. �-, TO BE VISIBLE FROM MY PUBUC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE LOT, MEASURED FROM A SITE SPECIFIC NOTES: POINT FIVE FEET ABOVI THE GRADE. UE UE EXISTING UNDERGROUND 1 I..ECTRICAL LINE - -- =ICAL CONCRETE PAX 70 SECTION 5 (Minimum) 6 Varies 6 1. THE OWNER d: DEVELOPER OF THE PROPERTY IS BONA FIDE ACQUOWNS. U.C. WE SUBJECT LOTS 8-10. BLOCK 2 OF THE TREE PLANTER N- OTES: UE UE r- N T S TAUBER ADDITION. THE PROPERTY IS ZONED NG -3. NORTHGATE RESIDENTIAL PROPOSED UNDERGROUND. CTRICAL LINE 1. TREES SHALL BE PLANTED IN A MINIMUM 4'-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH OF AT LEAST 41. A 2. PROPOSED BUILDING IS 3 & 4 STORIES, TYPE VA -SPRINKLED. MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE. THIS WILL ONLY APPLY IN AREAS AE AE Grate From w/ WHERE THE SIDEWALK 15 NOT STRUCTURAL. OTHERWISE CU SOIL MAY BE REQUIRED. EXISTING AERIAL ELECTRICAL LINE Cana. Anchor (typ) 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RESIDENTIAL BUILDING IBC TYPE VA OF 26,603 SF IS 3,000 GALLONS PER MINUTE. THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW BY 50 9: (1.500 GPM). ONE FIRE HYDRANT 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: AE AE Tree Grata (Neenah #R-8713 SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUC71ON OF THIS PROJECT. 4. ALL UTILITY LINES (WATER, (;AS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST Perforated PVC w/GootextTe wrap AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & LINE TYPES I \r__ 4. CONSTRUCTION EXIT IS TO BE DRESSED WiTH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO AS TO PREVENT INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT COMMENTCITY • CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. Im CONDITIONS. 5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO. TXR150000 REQUIREMENTS FOR CONSTRUCTION S. ELECTRICAL CONDUIT FOR PARKING LOT UGHTiNG WILL BE SHOWN ON THE ELECTRICAL Si7E PLAN. W-8 EXISTING WATER LINE, SIZE NOTED 6. SITES. ALL AREAS WHERE EXtSTiNG VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY CONSTRUCTION SHALL. BE 6. t BUILDING AND G STANDARDS S 1 OF EXTERIOR LD SITE LIGHTING WILL MEET THE STAN AR 5 OF SECTION 7. 0 THE UNIFIED DEVELOPMENT M W- 6 PROPOSED SED A i RPO WATER LINE SIZE NOTED ' irrigation Une See irri oti Plan f i ( 9 on n or Sze > DD AND WATERED UNTIL O IS ESTABLISHED. ALL EROSION CON ADEQUATELY HYDROMULCHED OR BLOCK SODDED, CONTROL ORDINANCE THE LIGHT SOURCE SHAH. NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT THE, FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT MEASURES SHALL . REMAIN, IN PLACE UNTiL. ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION COMPLETE AND 7HN REMOVED BY CONTRACTOR. DOES NOT CROSS ANY PROPERTY LINE. PLEASE N07E THAT COMPLIANCE WiTH THIS SECTION WILL BE VERIFIED AT THE -W-W- EXISTING WATER SERVICE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. W W PROPOSED WATER SERVICE DEMOLITION & CONSTR I MON NOTES! 8. BUILDING SETBACK UNES SHALL BE IN ACCORDANCE VAIN THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE:-S-6-S-6EXISTING SANITARY SEWER LINE, SIZE NOTED 1. ALL CONSTRUCTION ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING SHALT. BE WITHIN THE LIMITS OF DISTURBED AREA SHOWN ON THIS PLAN. 9. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER, AND SERVICE $-8 2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. COMPONENTS, AND SIMILAR DEVICES, WETHER GROUND LEVEL, WALL MOUNTED, OR ROOF MOUNTED, SHALL BE SCREENED FROM VIEW FROM RIGHT OF -WAY. EXTERIOR SCREENING MATERIALS SHALL BE OPAQUE AND THE SAME AS PROPOSED SANITARY SEWER LINE, SIZE NOTED 3. THE CONTRACTOR SHAD. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN, PRIOR TO COMMENCING PREDOMINANTLY USED ON THE EXTERIOR THE PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED D WITH THE BUILDING ARCHITEC URE COLORS, ANDD SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF S S - EXISTING SANITARY SEWER SERVICE DEMOLITION WORK PARKING LL=G�_12:-_1jjj »» 3" CiTVE FIN H M SIGN 12 x9 REFLE METAL S G - - 6" A - - STEEL REINFORCING BARS CONCRETE PAVEMENT 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE n a' . i ;� . •, GALVANIZED STEEL. CAP WELDED TO ' • ;4 '." • ' + p -c` --r-v + a �; ; ..--a TOP OF TUBE. PAINT TUBE AND CAP. .:• ° a , 4+ .. a •- W ! i �X SCREENING VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS. PARTITION SCREENS, AND BRICK WALLS I r 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTiUTIES THAT ARE TO REMAIN IN PLACE. 10. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. S S PROPOSED SANITARY SEWER SERVICE I 1 i 6" LIME STABILIZED SUBGRADE 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD SURFACE. 11. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE !SOLATION VALVE. THE LOCKABLE UD SHALL SUPPLY w L 3 (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) THE SAME PROTECTION AS THE AMP OR USA. LL562 LOCKING UD. AT A MINIMUM, AN ALTERNATE LOCKABLE UD SHALL ST ST - ST EXISTING STORM SEWER PIPING 3 i 1. ALL CHARACTERS MUST BE 60" 6. ALL EXISTING ITEMS THAT ARE TO REMAIN L PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO BE APPROVED BY COLLEGE STATION UTiUTIES DIRECTOR OR DESIGNEE, PRIOR TO INSTALATION Tj� �- � � Q p ` MINIMUM ABOVE G E OR SIDEWALK. * " " � ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. TREE \\ � I•- (�' 1 1 H TE DETAIL �••B"-�•� X=5 OR 6 AS SHOWN ON THE PAVEMENT PLAN 12. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY ST ST ST PROPOSED STORM SEWER PIPING t- `✓ * 6" PAVEMENT - USE #4 BARS ® 18" O.C.E.W. 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE CONTRACTOR " " SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY REQUIREMENTS ADA SIGN DrTAIL * 5 PAVEMENT -USE #4 REBAR ®18 O.C.E.W. WORK IN THAT AREA. 13. ALL ROOF AND OGROYAD-MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT GAS GAS EXISTING NATURAL GAS UNE N.T.S. �-, TO BE VISIBLE FROM MY PUBUC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE LOT, MEASURED FROM A SITE SPECIFIC NOTES: POINT FIVE FEET ABOVI THE GRADE. UE UE EXISTING UNDERGROUND 1 I..ECTRICAL LINE - -- =ICAL CONCRETE PAX 70 SECTION 5 (Minimum) 6 Varies 6 1. THE OWNER d: DEVELOPER OF THE PROPERTY IS BONA FIDE ACQUOWNS. U.C. WE SUBJECT LOTS 8-10. BLOCK 2 OF THE TREE PLANTER N- OTES: UE UE r- N T S TAUBER ADDITION. THE PROPERTY IS ZONED NG -3. NORTHGATE RESIDENTIAL PROPOSED UNDERGROUND. CTRICAL LINE 1. TREES SHALL BE PLANTED IN A MINIMUM 4'-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH OF AT LEAST 41. A 2. PROPOSED BUILDING IS 3 & 4 STORIES, TYPE VA -SPRINKLED. MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE. THIS WILL ONLY APPLY IN AREAS AE AE Grate From w/ WHERE THE SIDEWALK 15 NOT STRUCTURAL. OTHERWISE CU SOIL MAY BE REQUIRED. EXISTING AERIAL ELECTRICAL LINE Cana. Anchor (typ) 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RESIDENTIAL BUILDING IBC TYPE VA OF 26,603 SF IS 3,000 GALLONS PER MINUTE. THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW BY 50 9: (1.500 GPM). ONE FIRE HYDRANT 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: AE AE Tree Grata (Neenah #R-8713 Brick Paver Sidev (See Detati} �r I I �■I iiii'�Dr iiimi ,®®m COMMENTCITY • Im PARKING LL=G�_12:-_1jjj »» 3" CiTVE FIN H M SIGN 12 x9 REFLE METAL S G - - 6" A - - STEEL REINFORCING BARS CONCRETE PAVEMENT 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE n a' . i ;� . •, GALVANIZED STEEL. CAP WELDED TO ' • ;4 '." • ' + p -c` --r-v + a �; ; ..--a TOP OF TUBE. PAINT TUBE AND CAP. .:• ° a , 4+ .. a •- W ! i �X SCREENING VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS. PARTITION SCREENS, AND BRICK WALLS I r 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTiUTIES THAT ARE TO REMAIN IN PLACE. 10. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. S S PROPOSED SANITARY SEWER SERVICE I 1 i 6" LIME STABILIZED SUBGRADE 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD SURFACE. 11. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE !SOLATION VALVE. THE LOCKABLE UD SHALL SUPPLY w L 3 (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) THE SAME PROTECTION AS THE AMP OR USA. LL562 LOCKING UD. AT A MINIMUM, AN ALTERNATE LOCKABLE UD SHALL ST ST - ST EXISTING STORM SEWER PIPING 3 i 1. ALL CHARACTERS MUST BE 60" 6. ALL EXISTING ITEMS THAT ARE TO REMAIN L PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO BE APPROVED BY COLLEGE STATION UTiUTIES DIRECTOR OR DESIGNEE, PRIOR TO INSTALATION Tj� �- � � Q p ` MINIMUM ABOVE G E OR SIDEWALK. * " " � ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. TREE \\ � I•- (�' 1 1 H TE DETAIL �••B"-�•� X=5 OR 6 AS SHOWN ON THE PAVEMENT PLAN 12. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY ST ST ST PROPOSED STORM SEWER PIPING t- `✓ * 6" PAVEMENT - USE #4 BARS ® 18" O.C.E.W. 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE CONTRACTOR " " SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY REQUIREMENTS ADA SIGN DrTAIL * 5 PAVEMENT -USE #4 REBAR ®18 O.C.E.W. WORK IN THAT AREA. 13. ALL ROOF AND OGROYAD-MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT GAS GAS EXISTING NATURAL GAS UNE N.T.S. �-, TO BE VISIBLE FROM MY PUBUC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE LOT, MEASURED FROM A SITE SPECIFIC NOTES: POINT FIVE FEET ABOVI THE GRADE. UE UE EXISTING UNDERGROUND 1 I..ECTRICAL LINE - -- =ICAL CONCRETE PAX 70 SECTION 5 (Minimum) 6 Varies 6 1. THE OWNER d: DEVELOPER OF THE PROPERTY IS BONA FIDE ACQUOWNS. U.C. WE SUBJECT LOTS 8-10. BLOCK 2 OF THE TREE PLANTER N- OTES: UE UE r- N T S TAUBER ADDITION. THE PROPERTY IS ZONED NG -3. NORTHGATE RESIDENTIAL PROPOSED UNDERGROUND. CTRICAL LINE 1. TREES SHALL BE PLANTED IN A MINIMUM 4'-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH OF AT LEAST 41. A 2. PROPOSED BUILDING IS 3 & 4 STORIES, TYPE VA -SPRINKLED. MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE. THIS WILL ONLY APPLY IN AREAS AE AE Grate From w/ WHERE THE SIDEWALK 15 NOT STRUCTURAL. OTHERWISE CU SOIL MAY BE REQUIRED. EXISTING AERIAL ELECTRICAL LINE Cana. Anchor (typ) 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RESIDENTIAL BUILDING IBC TYPE VA OF 26,603 SF IS 3,000 GALLONS PER MINUTE. THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW BY 50 9: (1.500 GPM). ONE FIRE HYDRANT 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: AE AE Tree Grata (Neenah #R-8713 Brick Paver Sidev (See Detati} alk -24" PROPO E AERIAL EL %.,[R ML UNE S„ 15" �0B» IS REQUIRED. THE HYDRANT FLOW WILL BE PROVIDED BY EXISTING HYDRANTS. ,. "ti.. ' j; A , 6" AT EACH END A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS QUALITY. THE CITY 1 9" 4. THE DENSITY IS 43,2 UNITS PER ACRES 33 UNITS AT 0.76 ACRES). RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL THAT DOES NOT MEET THE SPECIFICATIONS T T r•: ,s•.•r. t%i ••r •:....: ;,,.� ( } EXISTING UNDERGROUND TELEPHONE 0 ; OF TABLE 1 BELOW. ., ti :.:... ,... .. „ w�ix~ S. THIS PROPERTY IS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY, TEXAS AND ,s . rCtF"'SiRl1CTURAi : 5" Conc w/ 3 "4z „ „ INCORPORATED AREAS, MAP NO. 48041COBOSE, EFFECTIVE MAY 16, 2012. B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL) SOILS SHALT. BE MOVED TO -T-T- PROPOSED UNDERGROUND TELEPHONE $01'�"'�'A'a°��• �' ' � �4 m 12" O.C.E.W. Q � R 5 NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF TABLE 1. :: M ' Livc,,oR EmIrvaLExr '; .. 'tj 'tiJ 6, THE STORMWAIER RUNOFF FROM THIS DEVELOPMENT W!LL BE DISCHARGED INTO THE STORMWATER COLLECTION SYSTEM OF Stab. Suhgrode � CHERRY STREET OR TAUBER STREET. DETENTION IS PROPOSED IN AN UNDERGROUND DETENTION FACILITY. C. BEFORE TOPSOiL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION SPECIFICATIONS -- - - - - - EXISTING CONTOUR ELE A O :,:� :; ` ; '�,.�`• ' Ear Undisturbed » I " _ _ ..� -284 V TI N NOTED : r, , Earth (tYP) 2 3 4' ,r 3 •, » 7. DRAINAGE AND GRADING INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETED, THE SUBSOIL SHALL BE - irrigation Pipe (sch. 40) " 24 IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPa) TO A DEPTH OF 20' BELOW FINAL TOPSOIL. 284 PROPOSED CONTOUR, ELEVATION NOTED w/3" PVC Sleeve 1 py _ » 0a 7" 24' B. THE DISTURBED AREA FOR THIS PROJECT IS 0.76 ACRES (33,106 SF). E. BEFORE TOPSOIL INSTALLATION, CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE TO ALLOW INSPECTION OF THE Undisturbed (See Plan for Sizez) �� p 3„ 3„ 3 2„ �'�/� `� 9. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. SITE TO ENSURE THAT SUBSOIL !S FREE OF DEBRIS AND MEETS PFi1ETRABIUTY STANDARDS. - -- - - - - - - - - - - EXISTING EASEMENT ' Earth (typ) 2 IT 1__� 4' PVC Perforated Underdroin 15 mil Moisture Barrier 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. F. THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE 1. IF EXISTING TOPSOIL FAILS Wrapped in Geotaxtile Fabric 8" layer of IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND/OR IMPORT SOIL ACCORDING TO THE CITY'S I (� I ® I ® I SILT FENCE (FLEX -bruin or approved equal) 3/8" Pea Gravel (as Manufactured by Stega Industries T_j T 111 11. THE DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST RECOMMENDATIONS IN ORDER TO MEET LISTED REQUIREMENTS or approved equal) „ -.w- " " » 3 36 15"0 MIN. 30' MIN. t5' 36 r, r, PROPOSED FENCE ('' �`�" `� » 12. ACCESS SWAN BE PROVIDED A7 ALL TIMES FOR CITY INSPECTIONS, MAIL ACCESS I', GARBAGE EQK-UP, DIALRS RIDES, UTILITY; G. FOR TOPSOIL INSTALLATION SPREAD 2-3" OF APPROVED TOPSOIL ON EXISTING SOIL. TILL ADDED SOIL WITH A ROTARY SECTION A- A ,s +" ! S. [:-3 � 6' � 4 6 SCHOOL BUSES, AND OTWt R HEALTH AND SAFELY RELATED VEHICLES. ACCESS MUST NOT REQUIRE DRIVERS TO EXIT THEIR TL,ER THAT IS SET TO A DEPTH OF 6". ADD AN ADDITIONAL 4" OF APPROVED TOPSOIL TO BRiNG THE AREA UP TO 4 VEHICLE. GRADE. R INLET � � o #4 BARS 13. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION OW X 18" SMOOTH BIKE RACK DETAIL UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT, REFER TO UTILITY SHEET AND CSU ELECTRICAL DESIGN PLANS FOR DETAILS. EXPANSION DOWELS TRAFFIC DIRECTION ARROW N.T.P. CSU ELECTRICAL CONTACT: CSU ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION U71LME5 PH: 979-764-6314 CURB DETAIL 14. THE DUMPSI ENCLOSURE SHALL. BE 6' WOODEN PRIVACY FENCE W/ 2 - 12' DEEP X 24' CLEAR INTERIOR OPENINGS 6' 5' (Minimum) Varies 6' TALL. THERE MAY NOT BE ANY OBSTRUCTION IN THE CENTER OF THE ENCLOSURE THAT WOULD KEEP SOLID WASTE SERVICES N.T.S FROM SHIFTING THE CONTAINER OVER. ANGLE THE CONTAINER SO THAT IT WILL NOT HiT THE GATE ON THE RIGHT, THE NOTE: DUMPSIER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEMENT. THE PROPERTY OWNER ALL WHEEL STOPS SHALL BE CONCRETE IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE 9' Brick Parer Sidealk 15. THE LEFT DUMPSTER GATE SHALL OPEN 18W do THE RIGHT DUMPSTER GATE SHALL OPEN A MINIMUM OF 90. •----- 6'-0" (See Dotal) 16. A KNOX BOX SECURITY KEY SYSTEM SHALL BE LOCATED ON THE BUILDING, A KNOX BOX SWITCH ON EACH GATE' & KNOX jo CAPS ON THE FOC. y ::;::,;.•-.,.:;<;;,,,;;;,,,,,;;• (27) STEEL SLAT :.- o•: 1/2" x 2" SOLID 17. THE FIRE SUPPRESSION UNE SHALL HAVE A LOCKABLE UD ON THE !POTATION VALVE, THE LOCKABLE UD StiAtl SUPPLY THE HARE FORMED FROM STEEL BAR, WELDED " SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING UD AT MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED MIN. 20' SPACING 5' Conc.w/ Y4 X1 JZ SOLID STEEL 6 WiDE CURB BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. . + o `: :WL+�,+P'` O, : ': #4 012" O.C.t.W. SEAT MEMBERS AND GROUND BRICK PAVERS FOR EDGING ,r. •TNG, oR•EWIVALEN`T GRATE OPENING ~� -� Stab. Subgrode :: "' .. �` ::,.. ,4 t 1" SPECIFY MIN. undisturbed Earth {typ} '" "�, THICK SAND BED CLEARANCE OF TRUNK � --- --•- ' '• ' - Irrigation Pipe (ech. 40)'.... �+•-r,•-_ CU -STRUCTURAL PLAN VIEW m_ w 3' PVC _ „ / 5leave � _ -.. -_ : e�f� -4. ` • •. _ 5 THICK CONCRETE SOIL TREE .GRATE 3 BARS (See Pian for Sizez) " #� 3 REBaR r Undisturbed # � , 6 FOR DRIVEWAYS) POURED --IN-PLACE ( I s ( ) •R - Earth (tm) � CLEARANCE 1$" O.C.E.W BRICK DIMENSIONS: VA s a , . CONCRETE , " 4" PVC Perforated Underdrain 15 mil Moisture Barrier FOR 1/2" 1 7 "" ,•„ _ Wrapped in Geotextile Fabric 3 BaPeo Gravel Y 9 NOTES: ANCHOR BOLTS 7 his" x 3 �" X 2 V .IL N N (FLEX -Drain or approved equal} / " (as Manufactured b Stego Industries PREF. N - j or approved equal) �' 1 1. MODEL SiEELSITES SERIES #RB -28 r PATTERN: t I"-" -"ip 3} 5" 1 p" SECTION B - B BY VICTOR STANLEY INC. OR BONDER DRAINAGE PIPE TIED - PRE -APPROVED EQUIVALENT. LENGTH: 1, TO STORM SEWER 6 -FT NOTES: CROSS SECTION END ViEW 2. ALL SURFACES SHALL BE W[TH PO 1. BRICK PAVERS SHALL BE HOLLAND #3 BARS STATICALLY POWDER -COATED STONE BY PAVESTONE IN RIVER RED PREPARED SUBGRADE ELECTRO WESTER POWDER COATINGS. - . �. ,. , ' COLOR TREE PLANTER DETAIL - B r �' ' ? a ; < , < : ` • ' • , =d • 3. WELDS PEARL BE POLISHED UNTiL 2. ALL BRICK PAVING SURFACES SHALL ALL THEY DISAPPEAR, FORMING A FOLLOW A RUNNER BOND PATTERN AS r CONTINUOUS SURFACE. N.T.P. k SHOWN ABOVE. CONTINU 4" 5'-4" 4- 4. BENCHED SHALL BE INSTALLED ON A 4" 3. CONCRETE SHALL HAVE A 28 -DAY M ilrr t THICK CONCRETE PAD. STRENGTH OF 3500 PSi I LONGITUDINAL SECTION SIDEW , K BENCH DETAIL BRICK PAVER DETAIL. N.T.S N.T.S 6"s� WATIRL--}N WHEEL STOP DETAIL PROPOSED 15' PUE - BY SEPARATE REVIEWEDFOR INSTRUMENT (('�� COONA I...� CE 2" WATER SERVICE S 4.7.39'23" E 88.00' p q S 4'T53'02" E 81.42' S 4T47'50" E 60.00' S 47'50 19 E 59.78'MAY 3 L 0 3 1 1 U�U `/UVB L CULL-L-tiL !0N " v DEVELOPME T SERVICES c r ST t /�1 1c� ��• �� ,G\lT s -...L�✓ �..�..�.. , t/vPROPOSED PUE _SL L��.�... � . A ACCESS i_ __... AND T FILE ._._. PLA I EASEMENT LINE -----, - ,___.. .�..._. t 2 - I+ jii:: '•^.t:�;{its '`'�i: �?:i�'7w:ii Fig; tel " ..._........W.yas:.c,;. � _ - - 3 _ METER ,� '' 2 DOMESTIC WATER TREE NVELL DETAIL <r '} 2" TEE ( w r n S B" 6" ISOLATION 1.5" WATER LINE LOT 10 w LOT 8 r v GATE VALVE " G, 1 IRRIGATION METER "4 BLOCK 2 >n j " irs " BLOCK 2: .. w �„ uy 2 TAPPING SADDLE--,, _._---- & REMAINDER O>+ a- & POR11ON OF " `� GRATE HALVES BOLTED � IN ( LOT 9, BLOCK 2 o r LOT 7 ,,, TOGETHER W/ (2) Yr -13x3 5 z N LOT 9, BLOCK 1 �, PROPOSED { .- .,. BLOCK 2 a = S5 HEX BOLT &HEX 4 NUT W/ WASHERS. NOTES: 12' FIRE LANE MARKINGS IRRIGATION LINE RIGHT-OF-WAY UNE z �+ LOT 6 n 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED i � 01 BLOCK 2 � 1. 4 MIN CALIPER TREE. RED WiTH FOUR INCH (4*) WHiTE LETTERING STATING I `� "FIRE LANE - NO PARKING - TOW AWAY ZONE'. I I z I I�R�EL 2. TREE GRATE - SEE DETAIL. WORDING MAY NOT BE SPACED MORE TWAN FIFTEEN FEET APART 1 »� - I PROPOSED VARIABLE 3. BRICK PAVERS - SEE DETAIL. 2. A SIGN TWELVE INCHES (12") WIDE AND E30FTTEEN try ~ - W 0" NEENAH FOUNDARY _ - -- -" WIDTH PUBLIC UTILITY 1. 60" X 6 W CAST IRON TREE GRATE MODEL 4. AMEND SOIL PER NOTES. pARLKNO INCHES (18") IN HEIGHT SHALL. BE MOUNTED IN A - W - -- AND ACCESS EASEMENT � •# BY SEPARATE R -8738-A1. 5. STREET TREE SOIL: CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE - "" - 2 WATER LINE 40'43 35 INSTRUMENT C>FLY PROPERTY AND A7 THE LOCATIONS SHOWN. SUCH SIGNS 89.62 I� ca PROPOSED PUE 2. MATERIAL 'SHALL BE CAST IRON SHALL BE TWELVE INCHES {12'} WIDE AND EIGHTEEN � CU -STRUCTURAL SOILTM' BY INCHES HIGH. WITH A COMPANION SIGN TWELVE INCHES N - ..,.,, ASTM A-�48, CLASS 35B FINISH, AMEREQ, INC., OR EQUIVALENT {BY SEPARATE --� � (12") WIDE AND SiX INCHES (6� HIGH STATING INSTRUMENT 40'4335 W 81.78 NOT PAINTED. SUBJECT TO APPROVAL BY THE 1. SIGN SHALL COMPLY WITH THE Cars FiRE SERVICE `TOW -AWAY ZONE". SUCH SIGNS SHAD. BE PAINTED ON '""•o•• ..r.," ADMINISTRATOR. STANDARDS. A WHiTE BACKGROUND WITH SYMBOLS, LETTER AND N 40'43' 30 15 O 30 BORDER IN RED. 35' w TREE ORATE DETAIL TREE PLANTER DETAIL - A INSET A sD.ST• SCALE IN FEET FIRE LANE SIGN DETAIL . NTS. PROPERTY DESCRIPTION N.T.S N.T.S ..Pchultz Engineering, LLC. 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN I APPROVED JOS NO. KERR JPS DLD I JPS 12-204 MM THE SEAL APPEARiNG ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON MAY 15, 2013. ISSUED FOR CONSTRUCTION DATE 'MAY 2013 •'OF 7 ......... W JOSEPH P.. Si FIRM TZ ENGINEERING, LLC NOR THG�ITE PKOPER APARTMENTS LOTS 6->0, BLOCK 2, TAUBER ADDITION NORTHGATE -COLLEGE STATION, TX SCALE SHEET VERTICAL N/A TE PLA NHORIZONTAL I N A SHEE IT 2 OF 2 REVE PLOTTING SCALE: 1;1 J A ? FILE NAME: 12-204 I � 11A 03 0'..0 i3 C , . E ' E TAT! i ENGI EERIN I s COMMENTCITY • e. ..Pchultz Engineering, LLC. 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN I APPROVED JOS NO. KERR JPS DLD I JPS 12-204 MM THE SEAL APPEARiNG ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON MAY 15, 2013. ISSUED FOR CONSTRUCTION DATE 'MAY 2013 •'OF 7 ......... W JOSEPH P.. Si FIRM TZ ENGINEERING, LLC NOR THG�ITE PKOPER APARTMENTS LOTS 6->0, BLOCK 2, TAUBER ADDITION NORTHGATE -COLLEGE STATION, TX SCALE SHEET VERTICAL N/A TE PLA NHORIZONTAL I N A SHEE IT 2 OF 2 REVE PLOTTING SCALE: 1;1 J A ? FILE NAME: 12-204 I � 11A 03 0'..0 i3 C , . E ' E TAT! i ENGI EERIN • I� 1lrar■ E • OR EQUIVALENT sHRUB AE AE AE Im S-6 1= ST T ST ST - ST ST T ST ST - ST ST - ST ST ST - S ST - ST ST ST C~ I- N / W ST - ST - ST - ST - ST - ST - ST - ST - ST - ST - ST - ST ST ST ST ST ST S-6 S-6 --nann.ayda.natlrnvr...n-:nayn:;,.�::.n S-6 yan -S-6 nnny xnyanaa _�xa xaan a a aa. a. n y a a a a y .I n 10 5 0 1 SCALE IN FEET � II N-- ST ST ST - ST ST ST - ST ST ST ST ST ST ST ST ST ST SCn T RADE PLA NG BED iI LANDSCAPING NOTES: II `ZEAS WITHASI N 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE /JASMINE GROUND COVER II PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS r- ST - ST - ST - ST ST ST - ST ST - ST - ST - ST - ST ST - ST - ST ST ST -cn IS REQUIRED IN PARKING LOT ISLANDS, SWALES ND 41 DRAINAGE ANNUAL PL NTINGS to II DRAINAGE AREAS, THE PARKING LOT SETBACK, II _RIGHTS-OF-WAY, AND ADJACENT PROPERTY _ DISTURB.ED_DURING CONSTRUCTION..- - ST - ST ST =: ST ST ST ST. ST ST ST - ST ST ST ST - ST ST S7 - Sl T ST ST ST _ SL ` - - ---- _ ~ II 2 IRRIGATION SYSTEM MUST BE PROTECTED BY EI ER _ ST ST-' -- ST- _._ ST ST ST a a • a tl a. a a x a n nxaaa•a axaa an aa ay antlaa =-�'•>.. .__;;,a.,�.-=.^•.-�•.�». r•-t•'��? �=„ j¢Tr:s,",pr:-.:•,.'fir, -,= ::>.<..:..;.-,- ":i: _ :a•}','__ .,.. - t;, - <;;�:_: �..s=..::-r•t�•: ':; `�'.;;_: a a a ST '�- - T ST STA PRESSURE VACUUM BRE AKER , A REDUCED S PRESSURE PRINCIPLE BACK FLOW DEVICE, ED a a y. a a a a tl a a y a a tly . DOUBLE-CHECK BACK FLOW DEVICE AND INST AS PER CITY 2394.aa II tl. a a a x y a n '.' _-.<7,.�^;,::.,%-� cY,f.'r,. .f.,;.y .::,•:Y' :.r. ,'Fill y.� _ - •=:i:r:Y_t-xa.�"- _ e � x a a v •• - a a a y a v a a n a a;f• y�'Y ,t,: - +T� y .�',,,.:r. •`"i;, r_;F.>+:•t- r. ';s"`=r•_,:.• a n tl x 3. STREET TR TREES SHALL BE SELECTED FROM THE - - .r. raa�- :�. ,��,:;:_ _1_,�;n��;='.-�P:•'y�:w: zl..,., ^.r�:� n y .fi r -o - ,F �'v at„ .f• nnnI , �;A .r'='t::..= �•�`✓>"'s. >.:R'L.-r.�:�:fs.:.a:--;.•t:=.>Z.:'-=r ;<,.",'r : �".�..r .i.ft v. .^..l:.::�•.,r=.r<<,L_,`k-'..:=.L- z• - •r'.L•,• <.s::. . �r�F-=%' - <:c--r� ✓.:{::rp's•:z�;:`,:� a aa x x y IC n FOLLOWI G: LIVE OAK CEDAR ELM DRAKE ELM a n aa a EASTERN CEDAR OAK. OAK, BALD '... "•'�.�'-_ ' - - • \ CYPRESS. a - a'j •l:.:n,_ itc};; ''!:?:y 'j. .y'�. r. �i:< <,'•,C:=..7c �.:F-i 'f a n a a n a n a a a a .`„L;t _ i,�tt:}^ro `7._"b : '1,' •z r., . -•V %i. A :Y:-- •�J. f:4.:.{ i+!-'r`.,sy< Y, _ .t;.: cr,. :I,'' a a +'Y.'_ _!L•! -•}'. LY' .La/c?{'.V-r •: tw':',:y:lry_:, ,S- �:- �+ n e a a a WAX LEAF LIGUSTRUM GRASS SOD r: !2.•s:: s-r:ui:;.rC,':•�.':'{r:.n,.i._y'•:i: .,._+,«^ !:: r.i+-v- .=' .t ;._>':y. .i-v�:::, �r .p- .1:=< -;,..'.- :•Ai �K ,.,-'. .-,�f., Z , OR EQUIVALENT SCREENING AREAS (TYP.i ,YtV• ...• ;1• .-a, =fir , a n - t p r� r SHRUB :d`' _ ij.`_ i::• :,.jtri=;d-;r' - j:>"ak;:r,,*S':: f�._ }. v. s j�l:rt'.">'.:w-t.:;.,. �2ni? .;r < r .-i• Iv+ S s r'• - AT -GRADE PLANTING BED AREAS WITH ASIAN JASMINE GROUND COVER AND ANNUAL PLANTINGS Lg l: ..wil-WIN'', SIDEWALK BENCH TYP. EVERY 50' ••r. r i D• .o %`•.'�a � ram x _ p 'y>9 suvz>: �•?: I y :i �31 da D - 6 ya n a aaa $' p ST a a x a . , a ST :-� n� a a a tl a a n a a n n a n y n a n nan I I I _ I I I - D ',r •._ ` �:„ter,,.;-.. ��.•: f F'4 ti4'� a sa Dom--• III- ,.><• _•, '��=t - s _ ..R•" _ .:r: s,::•F:. : r...q:<•-..>.�-!- s' ��'II, v n FR fl] t p' �t c T. ••�c , a: - ' a a n n x n a D t+ D a D D P •D e *11 •e D • D D 'rss _ _ - _r_: '_i � i'%`Y .r.. ,7,: - •f-+' .. r•:•r n yp D .1• • D D D . d +<•r. I>: •D • e• aya Sti v a a . . a D a __ vaaxvvnaaaayaaaaaaaaaa�, D I I I I i -y _ Fj:�•r° ='s ;,,:,j.At 'U _ - - '-.".tom".... :. -,, :.4:-.w�+r•: :-:. SIDEWALK BENCH TYP. EVERY 50' ••r. r i D• .o %`•.'�a � ram x _ p 'y>9 suvz>: �•?: I y :i �31 da D - 6 ya n a aaa $' p ST a a x a . , a ST :-� n� a a a tl a a n a a n n a n y n a n nan I I I _ I I I - D ',r •._ ` �:„ter,,.;-.. ��.•: a sa Dom--• III- ,.><• _•, '��=t - s _ ..R•" _ .:r: s,::•F:. : r...q:<•-..>.�-!- s' ��'II, v n a a a a•.1.,,, x t p' �t c T. ••�c , a: - a a n n x n a D D a a _ _ - _r_: '_i � i'%`Y .r.. ,7,: - •f-+' tl a a a DnQcTa yp a .1• • D y J Eiji •c'+�._ !_ i' _ t. c+�d _.�.:[,•.- «^,.-:.r.zi::..•-:,:-,'r`.. i:•. '.r:I,y;::�.:-:•�i::>.:•:r'.•. ;..`:1...•r.�:,i=.. ,�t:,.;x:3: 5• v ._ p n ... • � �' 1'- --•-_._ ": '.; r• • a -:'1 •B D D: n D 2 a n a S T9'=-�-�•O%.:,e"- r, : r. r'r r J _ _ ."r , . ' p D D D D a .�' 3'-r�-• a S x _•`""-' -a ''.z' ' '. • p p .' a .D -- -• ' ' J i_ D •• a D Q a a. a• x a •p ' a x v x D 4 {. a D n D D dAT-GRADE PLANTING BED AREAS -4 WITH ASIAN JASMINE GROUND a n a COVER AND ANNUAL PLANTINGS •d I e D (n D 4" MIN. CALIPER TREE •° /-1" IRRIGA11ON METER�rrrlrrrl�rall�� - -- :- �---------�._--�-r..-•---�a■rTq��s�r��.• �?'a�� i�. 'I � - �' - - - ru■ >r• ; ,: .... iiiiii�' nn�li�liiiiii�]�iiirfl►l•r'ra�iiiil7�lrl•i�r.#.�..��=_..:I`>•t►� I='J`�� HARDSCAPED r � �- :•=� • �iillllllllr�ail►7iiili[�liil!•`JI•!i] ' ^ !�I��ilrriie: �,�11t, .■lily--=�7llr/�/ �_► �' - �.,r - ♦ ��ir1i]1r�uE=c -�"'-14�:++9L�i��•Ir.- ��Iltl►`mill/l��llli�::/��71�7r...�S��'li)r�.r....-_-+..►>��,�!� �y � `t• . - _-iii(\ u�uru,r■I/�lilil;� -"` ��! n'..��. �� . ��ir:rl�r% •.•r ► \Ur/ �� 1 7J•...' ��lli�rilli-i•riierii�c-i _ �i Mill/iit�rlt_"?�lriiif��►�illllrr►•t.r_.�.r "�Irlll•ll�lrr..rr�.��._ i'�� I - ..:'/� � , -.,� ) �1!lrl♦lilll/lllill� � '�■t"•yitiiirniGi7c`-sem.---�"�-LI_r-Z��l:�i;r. r _-'-•..r '�1� .:1C�__�+�s� � _ EAS iiw-aA% �.�7lriatllil l!Z7liw■■i"'jealr�llrt- ^=.. �lllllllriLY'laZ!�/�Giaa.i�r�.�_ ll�llll�lr�r� - •wC�r .....rr(►\/I ►'I�% ■:i �1 -� �illlliiiv 'o=c "�1!>lillliYl/J•...�_ /�uillll[rr�.�_ �i��`}■�'l9i�urlfrn�l�uuii��l►�V% �.._ �_. '�"��11•�7�.�.. u► I �C�irrriY•ri:�tte+':��4-L"��l:ii.!4 �IL�IC �lllllll�� _._"��\illllll/ll�t•71r..`-.� s lll/la..� �1t1�•nt!�7;C�.'.'..,�.��tl�!Sll,i[,.-O.a iiliillll/lril `�."_'-1�>•llill.�i --=-a. -.:..•.:,.,.- , _ �. --- - - -- - � _ �•�..r�//��l �i� l�Lir:.=�h71►� .....l.!'T��l�l/lllil•>•eh� I�li'>•lh�'----=1�..-'�i.�:,�-�•••�:v.�i• ---.� < �I1�I/ll��.�__----___^-z ..-.. [I I •--+.---' -- .� �- �k�s; lli�►�1 I � � �1 ._._.� - :•,•,=tt�!'[ll/rtr..�._. �1��rr1�.=5irii*'�Trallllrrr..� `'tom-"�!r :r �--•-�.�..a-.-..-��s�7_�Y_�.fy��r- t5 tv ...._ ,. ..• _/ ��1�,<�1��71E7ti'.._.'.f.�iilllS�llll�`tom■[ll■■un-r.-.■■ll�/i►r w►t�i.L..,,c. _-+� �� r • •.�----- /i < .�.-»-.w��*'��f L`n,�y �:. ' rLr�li/iriili■G...:►� ��•1!�,, r�lrrre,r.__ ■i,/i_?�1;71i1/lllrr�i.�+...ra: �� IR �_ r-�■�rr� - ..,.� f ... W5C0 114>•��...■Ilii/tam ■r■>♦ �J� \ _ � _. -.,- ._._-TJ�•/I�....� - !��iiliiiiii/lir�lr+'"i-_-""-•fry 1 .✓..+.�� ' „=,, r -. , .. 1 a 1r■1�� t-,�►:fli�►r�►1!'_!�rc�i'ill[/�'I�'�llll�l�rlvil��l'Ia�'ir5c�� \� --� ---•-�.--•_..:.•�..�i.I'L�� r ---r,,. ai •--"`---�---------.�2��.. !'. , rk ,t;u�, t. _ - - .,, , . ...._.. �liili�IPhi�ll�lllll.r�l.�': --'Ii.I�� i �r�;iut tt�. 6<.�4I�!•►��i1 w u '��r•ir•fr��•urrl�llll•i�i{i�iriiartl��/i �f�/ft�llll/l/l!-`.►7Li'L�.'��►�G'i► ��tl.��VLp!°��1��_'��rr�'ili7lllll '��,�"-'-�=-t'i/•G I Il,r� +--r C��...''•�3 ` - >'�'•r�'t� (a +;.;,-;, �,' . _ . �_.1 • iiiirIIllt/rl�%►�\!1rITrrIE�-_`'�"'!!i►.a. -^�V llilli�r....-_- �h.L IC�:�Ii��►I►Ti�S..�� 1 { ��rrrs rrrr� ,•� a .i .-•. ►►- iillliillllllAli[III n�-�•�rmmmm I i! �lru� ► \vU -.�► -'__ viii/ill/•l�Laiwiliiillr•� !;� t I j► < C,.�.ii7�li11rlii[ +yl% ._�ir!ll�Il�I�ri►acz.�Q�-moi( r � �...�__--�_='i�!1•�>t ifl�'ij��'� "� _ � � �` ° �t i._ .._1��.►\�.iR`-alinrl�i7iNs.:.....!i�L `WN '>•i�1i�i►7iiiiiiiiil�-----,i�� i� [ --- .:�u•'. 11:17L��lSi!!!i•��iC�.n•�;iiifYlli-ii��s�rr,±,.�-_�"-'=�'_��iiiiiiiiiiii�iir -�� R��Mr�ri��l�}7iii■?iri�c -"•.�-iiliiii��lSlri�iiii�ril�•... v �1■�II►��y�-;i-`si� e►•�= �� -nif�l„ _lliri�.`.�l[��_ •.a_'.�a..n�•■i,rr�fn�r9, �R'!�!r_-.`►►=I\�VI_U►��'if'I■tfilikmitil'li•■ 1■�■__'=�i��r��u�r.►�i.wi�i�ri[i>•>!•■ii=�i■`n..�...�.�..��_�-�•t_a�ii�i-'c3$Ei�- ll•irl�iiiiiiiii=iii'ii.�' il■i__iiiiiii_iii MAY 3 ' 2013 ll ==!= Le•i�iiiiiiiir■►nrYl/i..1iii-■iiii __.•►1�►/iii`.ir�JC�C'i�liin Q. '•uYt�/■i�[rrrT"- ��a� _ _��"""'•--""'�iiiiiiil�r►I '"'�� :moi) =p/ >•i��1�1 '��`i�\■kik■illiiii■[iiiCW .0 � ��'�+.`-•_'-'�11��%%,, aili■ . �■.." .lgliiiiil iii • aiiiiii■�iii !PMENT SERVICES • ire. s�� -�! �!��Il�u►��ni TYPICAL TREE IN SOD AREA, SEE 1�ir a- i 9i orf r"'�L v +v LANDSCAPEATERIAL, (TYP) EVENLY •'LOCATIONS,ISTRIBUTE THE • f • a SPECIFIED . OF GUY PLANTS WITHIN EACH DESIGNATED AREA. 8" Water Line -,/Manual Control Volvo MAINTAIN EDGE AND SEPARATION SEPARATION (See Plans) D WIRE THROUGH GARDEN HOSE (TYP) Milt z 5�1,1I (Ill j�I'•.. -� _ . . ..HIGHERr f as Valve Assembly e • GRASS• THAN FINAL GRADE NO GEO- TURF HERE ��--.+-''�e��••l.�.1!�'\-r.;.:�' -::,'(.,. �w-�.<�.•i1'-^" -;b'..��,••■�•;.' '�p�\I�-�\�/�\ //\\/\\/�4��'•;R�\la�'`/\�y, ' r¢ t _-,r_t_--te.. '• .,ya1 MULCH a -+ BEDS. PLANTING • Sleeve •] • j. ' SPACING • L. . I PREPARED :of. •, • ii�iiiiitii�iiirirriiiifiririsrt rrri ■ ..-•„'--•+4a t` � • �r:�t� �"' % �/ �I l %�/ \��, � ,rroX 3��"��.•-_'"= •--.--.-"_•"^-`� ! / ��.��•L'��y��.t.:�++ �� ®�_�� iriirriiiririii riiiii/irrrririrriiirii�iii� � f•�e"_�r�. \�\\\\\\\\\ �/ /f :.!/ I*` ,.. !�:' >!-�', .-`=..+I i Sv�ai_._r pt -s •iii iiiiiiiiirirr� niiiiiiiiii��irrirrriii �.�}��;�'$.• /t' '�. /�//�!/�I/\I% �//�/d _: l r \•,Sl/�/\i \� �- ��- •I.•��'' :f r:✓'%fk', .xi%��/>�/�®I�f4C! ��l)�{► •,•- �. .,- ��..r'��:: a • \I/\\/�/I\�\i/i//�i\\\O\\\�G�////��y\.'�'\� / ///\\�QQ\/�y//// ,/Y1d''o�1 ,,t��c%.�.%�`F\�[//�/////%\��\Q�� /��\�<\\i ./!./`�/\�\\\\\ %//.//i \\�\!\ //7//i\\\�\\r��/i�`\/�/:� \\/, \. .i =1TREMOVE1=.11.1111 --II -i1I1►=11I.}-.11-��I1I11�.-L1lI II Ix�.. I`I. ..�.I. ..-'1I1I L_I:.1II1, , -I ' a • • i `�I _ r�ti_ ✓P_I..=_ /L.'•1j=Y�=./.�_:%✓ /'.�_'�:•'��!✓-�-�1. FULLY �•�J I GRATE OPENING • • • • : -.• a • • • �=•CONSTRUCTIONI11(.• • i i,Q-_SPECIFY MIN. -DEBRIS, ea t • a ��■ ruiiirrrriiiiurriiiiriiirriirrirrirririiriillirirriirrrrrririirrrr II ( I • OF OTHER MATERIALGREATER o a DIAMETER. - �'�\iii/�\i�\iii\�i\`i>r\c _II-Ilcll_II=11c11r_I1=u-uforDIAMETER. 8* DEPTH 3. INSTALL PREMIXED SOIL CONTAINING 50% Size) /--:MEE GRATE •TREE W• GROWN4OX SANDY LOAM TOPSOIL, 4OX BLACK 4. DIG PLANTING HOLE WIDTH 1.5X LAR ---f- I �F__ I M 11 A I CONCRETE 1. SHUMARD OAK TREE, 3" MIN CALIPER. NOTES: 7 HUMUS AND 20X SHARP SAND. THAN ROOT BALL ON ALL SIDES. lm=r6m I _ wimm . E_aqqR%%z - NOTES. 5. SCARIFY ROOT BALL PVC Conduit 4. DIG PLANTING HOLE WIDTH le LARGER 1. TREES 70 BE BALLED AND1 TJAN ROOTBALL ON ALL SIDES. & 16 go. Wire to Rain Sensor--iliffilim 114 1 N •• a •VE CONTAINERS FROMBEFORE 1. .• .0 NEENAH FOUNDARY SEE IF CONTAINER G• ' •• EXPOSED. CONTAINER• « of BED AS SHOWN. CAST IRON TREE GRATE MODEL• EDGE SPACING• AMEND SOIL PER NOTES. HIGHER GRADE. , IL 2. MATERIAL SHALL BE CAST [RON 5. STREET TREE SOIL: CU -STRUCTURAL SOIL' 4. TOP OF ROOT BALL TO BE ASTM A-48, CLASS 358 FINISH, BY • OR EQUIVALENT EXPOSED. NOT PAINTED. TO APPROVAL BY THE ADMINISTRATOR. PLANTED TO THE DEPTH OF THE CONTAINER IN PREPARED PLANTING MIX. DO NOT PLANT GROUNDCOVER IN MULCH LAYER ONLY. LNATIVE SOIL TREE GRATE DETAIL TREE PLANTER DETAIL PRIVATE TREE STAKING & PLANTING PRIVATE SHRUB PLANTING N.T.S N.T.S N.T.S N.T.S 1 CITY COMMENT REVISION DLD 05/15/13 MARK REVISION BY DATE - c U Engineering 2730 , Lon mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 MAY 2013 --------- --•----------------------- ROW METER BOX AND CONTROLLER PEDESTAL LAYOUT N.T.S N0R1nk.r.z11_r_j PRO-PLER 1 L� i � 1 � � � V47M� LOTS 6-10., BLOCK 2, TAUBER ADDITION NOR THGA TE - COLLEGE STA TION, TX •r a,r • • • • •r •r • • • • •� • -• • • • •! • -•� • • • • • •- ,• • u • • • • SIDEWALK BENCH 36' -DRAINAGE PIP7 TIED •! •••• • • • • � .• • • •� -• .• • -• N -•/ •. • �• -• •� • .• • •...• N ••:.•. • • v .fir SCREENING SHRUB ILI•ILICILILI ICI I.IC�CI 1 IC��ICICt 1 ICILI IC1C1 ° 1 1 ICICI:I LH-CILT ICICI. I.1 1 ICI I.III I 1 -fill ICICI ICI:I�IC��I:I�ICICIS) ILiCI 1°I 1C° i`(Cltf: IIICtCI°ICI.ICI'ILICILI°ICICI:I�III;ICICILILtG°CICI`IL° 1GICICCCICI:IC°:ICICICI:ICILICILICILRICICICIC°CICICICICICICICC`ICICIC°CICI'I:ILtGICLI`IL1;1;. t6i(R;�ICIClLIeYlelClelL1elLl.lelLLieleieleieleeelelel(lel!lel:ieleiel:ielliellie!IelllelLl:lLletClelllellleltl�l`.IC��ICI ICICIC�:ICIIt�l7ttltl ,EPAVED SU: ! ' ` • ewe N.T.S. SCALE VERTICAL N/A HORIZONTAL 1:20 PLOTTING SCALE: 1:1 FILE NAME: 12-204 i i i f 125' TO FIRE PROPOSED ELECTRICAL HYDRANT ON WEST SIDE EXISTING TRANSFORMER & SWITCH GEAR NORTH AMERICAN ISLAMIC TRUST DUMPSTER ENCLOSURE HECTOR RIVERA R H.TUCK�� INVES ENTS LLC OF CHERRY STREET MANHOLE PER CSU PLANS AND SPECIFICATIONS TAUBER BLOCK 2, LOTS 11 & 12 NORTH AMERICAN ISLAMIC TRUST 6" WOODEN FENCE LOT 14 TAUBER, I LOT 15 & ut 33 RIM=343.60 (WILL BE SCREENED BY LANDSCAPING) ZONED NG -3 TAUBER, BLOCK 2, LOT 13 TAUBER, BLOCK 2, BLOCK 2, i FL=340.64 1152/669 P PPOSED 15' PUE ZONED NG -3 ZONED NG -3 ASSOCIATED BPP EXTENDED CURB I BY SEPARATE 1152/669 6' CEDAR STANDARD CURB Z.@NED NGi 3 HEIGHT VARIES rn AE AE AE AE AE E---AE—AE— AE AE INSTRUMENT PRIVACY FE110E 1982/121 ALONG DRIVE EXISTING fi" 0.65' 1.19' SEE GRADING PLAN SEWER LINE ±300 LIt TO IXRP4 I3YDRr1NT S 6 S-6 S- S-6 S 6 - S-6 -6 S- S-6 -- S - S-6 -6 S-6 S-6 5- S-6 -& 5-6 -5-6 S O 4s;3 f 26 N 9' PARMNG SPACES EEL STOP I L 6' DECORATIVE IRON FENCE TYP.} 1� SIDEWALKPROPOSEDADA- RAMP Q (ALONG CHERRY STREET) . iYP. gr 16' TYP. ' I 24` ST ST ST --=-- ST ST - - IT ST ST S ST ST ST ST =— S ST ST ST ST 40 LF TO ¢ I EE ADJACENT DRIVEWAY, ♦ `� t- f ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST EXISTING 6" n, ��„ g� I 3 WI E GATE SEWER LINE .,z:. �+ 21' , �., � � LOT LINE � i1 ` ST ST ST ST ST 57 ST ST ST ST ST ST ST ST ST ST 5T u' PARKING LOT LOT LINE f �� in 23' I LIGHTING (TYPICAL) 23' Il R -POSED ATE SCALE IN FEET 6 DECORATIVE IRON J ) j% PARKING ISLANb WAN -ACCESSIBLE SPACE PARKING ISLAND FENCE WITH GATES I- ST ST 5T ST ST ST -- ST ST ST 1180 SF ST ST ST ST ST --tn LOT LINE X188 SFW 6 SHEE CZ ,:Yr MECHANICAL'' EQUIPMENT 5E SITE SPE I IFIC LOT FIRE / NO 1 2 DUMPSTERS A CHERRY STREET) :. W DECORATIVE LONG C E TREE w 4- - ( > I> WILL BE LOCATED ON ROOF LANE SIGN PAVEMENT T SIDEWALK bECORATIVE PAVEMENT II SEE SiTE SPECIFC I � '._•,��`-'�'' ``�:�;' -•yn :• �;--•r: I AVE EN ,�z,. �k l I� NOTE 15 SHEET C2 5 " Maw, 51 �.$T S7 ST S.7 ST ST ST —� S S, ST S ST . S- ST ST ST (� f- !3 r• 4 - - _ - CT Nd7 i _tv .a ¢1cSf1� L>r3..,.a. I;�f�1 Q � 4_ �2 .t,.. f}ir, Y ,t i„� (-'-�,^ i - :a=-,- - qtr © � ... , _ :� t.. , :, . , .: ,..,.. ♦;..�. ,r.. -- tJl C © i ) L✓ Lao 1 ( t L r., a y. r t, .x O � C..,.,_� � I�r� .. 2 GT� Lt� �..it s �St E>,>n:...1� ��..�,� �. t. .� <.`,a; 1., 5 , j NY7 32lttiYl ^J �k I w� [an3— d`�rT _, Syf 1...+ :q?, t• - g czM's`a ; jze•r C"e . ' L I tom+ n . ss z F:' j ST 4 r+tn 3ataxvi �a tnrt 3a � S'`S I --•— S'I ST '! EPR 5 "DO NOT ENTER - xvtt :rn as tanttrrv� ;rirt ^�?��1 PROPOSED DA EX{T ONLY r.•w _ . 2tr�' �i rw .r.. - r^<._ i�:. �..L .;Y - c� 5 .,- , ' "'1 _ 1�--�- _ > • f.:•-� • _v;.}l��y ^ sem r•.. -J. ••?: T. ,! .i•%7^;�' - .ii.,•' SIDEWALK DA "i "rHe. rr:: v`r " _ :.i%'' :•.S.y., �f:. •#s':fJ• `�•... , :'+t"::'. i, : %. _- . Y fi>; .._.�------- - '.r: t�ec•.' .�ji•.i•i. '.r>''""Y.{r :,s: ,.t-'-i::l, .f:N ,. .,+';.i.:vf/�4; cs•i.;l".': ate,,'. �:i t;.h f: .c♦... ,., F' > 1 :Fr_' . ='' r•: {:-'=r .-.f i♦.. ,,. :.i:Ls Sc•'•'j"�r.,,�, r.rr,•,ip: i1__ _.i_fi: at . -::3Aj?'rr 1; ; �;, ,:' , ,;.. ,.:a.:zi. .-:;::::,r. - a,1 R CURB •��-=•�'-�(�.;``.�.'---•�: "`=-=-•;. 8 .r•r'.` ..z. *aC� yfts;,:�. �F._.x ..t,`. ,.,.,. •> � � EXTENpE t r rit•`,. •> , ��_ ':*.ir.. Wiz:•. •;. L �:. I ..t \ �... _ '�;�:. ..s,�•rJti; ..,. •�>>,-�- €�,..,`•..•{<:-,.. _.,•;ter . f �Mr ..L'--: lI - HE GHT VARIES ,., PARKING SPACES 5 t ='f�-;~=_vim r_•, ..f. f-- ,,: ,•r•:r; �; ;.•. ,, =�;,�;;<. •,:>-,�;,. � '•1r.. � .,.y • �`�� I � ALONG DRi ' '• r 1 8 9 PARI __ , �:.;, - `� L : � r :z: :,,s: �-�,/- -- VE - - is - i ti- r•_. C..__': r l: ,{ 3 ROOF GUTTER ;''_• �=`•• ;=".s . • �; ��':=� r _ :.. =;tc� ; . >~ x;, =r:' ,;.t�, - , r` •� _ .r.'-•,:. �� , f.. HANDICAP SPACES _t•. "�s :- ;�: ' � a �.t f. "'=':�:�; :,., ...... - .�� t!a e 2 HAN C f_ '`f -:�. ,-:•i:' •_�;:,- - t.:-, ,;?�:,,ra.,r�4 ��:<•.�:.:--4 '1 =� 9 r•?rs�...r�i: •'r_S:.cr.L I, SEE GRADING PLAN e I . I:G',Y n Lu Ld.y DOWNSPOUTS �:f•_ =,c.;:j i,=i„:-.y=;._ ; ter` _T..J . y?•t / [+ a tr TYf . ... ` • �1 r. 1 .-�: f .Ny✓, i _ -^7.._ .• ..'” ...+T -•`v rs.:R',;f,:•r'::=i f::.Cr�i.s- .ti.r�; :r:-` �^ A J a _ r. .r _ D ._... ��'4:s1 L'ttl}.44;�� :G K+.�.',•r a:.a; s•,,:<;y:-.r_f ' Lij I � � .. _. :� .r,_..��.:,--F•f.i.a_n♦r�..?;ii'>'�tFScI-,"''x� �. �^i •-.:::..p'.:::: Y., �'�.r + '� i ...,�._. .. o. nn .,.... �.... e. .._-'r- .. ,• ...r,_ �.--rd•>.!};>tcr,£,fGGr b _ Iz I __ .:--- .a+• -ter .,. ._-,u,r.�., �ir•-G,,,.,Q,_. _„3..<. ._ S=.... _. a i.. l ♦ ,, _ �/ > _ 6 ,S[DE ALK nr. _,. _ ,z„ ti_Ey..r.._..r. ,.....-_._._ ,. _.r.. -sr .: a_... .... .. . c.,. l -... s, it. . _ - PROFOSE _ �. . , �-. _ . _. ._. { .:__. _. _..•. <.. r . rry' ,. r, F s -... _., ..J .-....J . . r. l .. 1. . '� 6 CEDAR : 5 - � ii•F_.:<:...:. _. r'�':'-'.'r :-~'.+•• ` '-��i•.nc.r: to s;f , ,.. ,...., .. .`t r . y P Y , c a Cly _ .. o �.. Gl _ r w d OSE ' R P t ♦ 1 4 i .3 RELOCA� „•--e-.Ci.-u r -..y.. �.. ., .. ..... Til lZ a f s r4 .. .mac! ,-.•..l r, .. \ .. - . 1 �. .., 23 �/ O STORM s /� � Y ��.. :,.i. r A {_!-_ Li'} �-_l 1. . � .. •., •: e� ' - . ' .. p: ,Nv` •:'r-•�\' '.. .4: c`; t.;[Y.'..... =''r' v' I `n f b I p A D A . r E PER FIRE LANE � INLET >~ ,t� Q " � r+{rfp�,t _ FIRE s . ©.� b .'A b : e . .. .A �, A ROPOSED BIKE R CK . o b ,t,..r E}LF.,�-?.>ti „�r'+Ya7 r:rt ... r+ - . i i ,q�gtf do .. P A S A•. - , :. '- . � rf. ,�y� � DETAILA& NOTES ON SHEET C2 £ Y . � � _ E,Y . f � A _ A A, - A b^•1 D b '^,`"•..`:,i;Y�- >;�rd '.,(-`. . rtrc,�` °.'C. ->,;L'•.., s: `it 1 9. p •b A•. •D 24 SPACES} b WR (24 �',='•.....1:;. ; D p_ A. A ( J _ �`•` _ b d. - D, D i� :nom ! - sr.n -..: ;.. c., •l I t�( PRIVATE IRRIGATION LINE' A i A tf V D p D; e• r ,r ?•.:'`} {:J-' A ! a PROPOSE V tt A b A e :aa -?t;, �:: r :,iv.,.:aa� ; :;.% Fj `�'.' 's b � A• • � f==-•. _ -r-,. r.,- }. �" PROPOSED WALL �! Q .o..:ri':,i,.;rS a•-' :1T'^:�}sem... :i. � TH 5 SUNDER SIDEWALK - -_.! O ' _ •b , .A , .tD: D• 'p A ..,r,. �.�ii!.,•::•s,.•.�.yJ,�<= .i'j :4 rii'::r '� '. "-...^• —„_••• '^...va (� - �YiaG. �.•1tiC.�'Ya Jy..4.. t. _,...hi ^fy' .�i,, >._x: RE ERT IRRIGATION PLAN FOR pETAi S �1`t _ 5 r>„r f1 ""�------•._._, __( ST �. •ROPOS _ ST ST C�^`� ,Y,.r..: r.,....�•Jrftis �t ,J,_t';::viC 3�"'`:yi�'^.:., .Y. .b .A 7J (� ! j t\7 ADA + .. --.a•.-. q ( ter,:"s•��'•'-:f; •^•ytyt�;�'c�jx, _ _ _3 '�! /�^\\ � •Lr.o:'r, ..>-'•:i,\,r_,._.L;�.`'•'x..:n ;�' fr• -,tr ,..`�""—R. ;,..-�T-.r-i:,��y,:a�. r--�--__ -� d .. JI E � - ..i::}'--' :c._ i',�1'An t},:`��cnv ..7y...n:...:.Y{'.J.:.?.r <. _: 1,'�:: �., •4. i'n'a' •b. PROP05ED PUE ,:ii ��• :r-'�...�r�.'.F: •19-.'i'• .1X, ..r.Y. r:r,r .s+}'• _;{wr=” '"'^,_.�..... D :rr.,a.r.. �f. p?"• ..,, .�..C.��n.•�..r-:.}: ii... :•�iSi .}. - A„ {.i::,^•-. cr•�, 0 :<•••f ,.r •C. .s"'Y,.j'r^.:!:�•:., <'ttiY.•-•7 c'in=ir - D •J' {,s!_n, ,-,rx_•pri i a•` i•.r•' :.r -"..r ,,:. i . - p T. -' .J^ : j . is}: -dam :0 .';'!^r -y r,. J.::� . !) � ...T t: gid, `•: • _ f� r7 BY SE A D o- I •1;�. T� t,.. _r.. ��., : ir,rz,.•r �, :,,,1•,•:x.;r t..r`..-••'-;,'' :•A !� ( PRATE r �. `_•�-'-----_.._. ! i, -'---'__ 1•+-_..._, ..a • .1'.•i; . .�.;fr _ �?•. )u•_",.`.': rt•. k:.s+,.r.: 4-,r.. ,{'..:.i. �:yi. � ...:'•F 4 C � 1 ti - e T ----_. ..t .l, ..>. ,r ,. .L. r J.m^' �yESf.:p.• _9,' I iNS U "`---- _-� TR MENT �"( •> •r ..x:,.,.::,C�<•,. tr� .x:; .,.:-, �.,�r..r,. .,,. .,, a';�r,=:r:.-r... l 5 _. .�._.-.-. fi r` ,..+,"�'-•----•,... 1 ^�-•-__ . s �a.. .,.r::c i-/ ./,ecL,f•.i Van..r=.'• tc._,., {:%:.%a: .rt: f'''1 .. t 70 LF TO -� S 6 r•� � ' -1: � � .I ... D .s' „rr..., _j..r i�i dal: _" _..t, ".c:<<.-�:: . i..:• `..�t.,_ �.T / .S. i ..>• �. .r•:'✓Ij-•+•'•Tay t..,r=•,i�y'.,',r:.i.J!'.x.":»'n •. \<•... r. ( � E7 •---�.__ s, v� TAUBER ST �` A •.. �: {'•l: r '.,ter.- . -, "< t` r L� ____ (� •,t D -sT y -.j • _.. d . n?-�:.. r. �".-.rl,{Y, w r .; :.r � 11 I - T {i •� -.� '--� .t 4,....2ir r:n,. Y• .•< ': f,'.: a •f' 'y/,��'r��//..� j�'� ' ! • k�i; � tr'..� Q t• ..J �� -.. �� d ' b `� D T -,.�, a.,•• �. r.:.r; � 7:. r., bx-`_ ss" = 1 s 4 0 0� s ST PRP O - 7 vt r r - --<U b n 1• tv�fa. •\ '• r D v - - EWER RVICE a �: 9 � ,t n. i s' Il`i1 � i�� I r-,.-. "-^--�'�_ • to • b a .. p O � [[•• 4� :i 'D (I �' 10 MIN 20 MAX , Ti NORTHGATE PROPER APARTMENTS i . � b -+'• ' bI •� �r� 1 'f:,� f �s �tO p 51fi•i a s r- i( :; `'f_�rr'_ _ e4. moi.,- �,� � _ A j ;',- p --^'_"--"-"p-D_te`t-A ,--� _ -r--••-�n.D��?�r r. �'�?E (' �¢w �cn- I o� _ 1 I BUILDING SETBACK BUILDING SEj 3 & 4 STORIES ROOF UTTER 55' MAX. BLDG. HT. DOWNSPOUTS _ y -- to (TYP.) ppt r to U` p �, � --1. •--•-�� ;.+ ., � i FF 348.30' . �,.. ( 'dam. �� i•{` t� , ��> ;�, :;� � �' -�z . _ g t;" �- b � b • O i sy� � �J Z,�:,I ( (�"I .� � N 'Q � 'I :r • ' : �t Rr t■ i ft►;;,�'xi r FENCE NTH GATES �� Qt ICA. - :. dill+ HANDRAIL PER 32 1 BEDROOM UNITS ARCHITECTURAL DETAILS— 1 — 2 BEDROOM UNIT PROPOSED VARIABLE J"WIDTH PUBLIC U11LITY ISOLATION VALVE ------..■, • Atr�fi■w�r�atir�r.:..:rer/�afr•.....�...._. _.-. ; SEE NOTE 17 UNDERINSTRUMENT : r +._.r,w■wi■�ww�ww■�wwa�wwh7lwwra*�iwlcw�n:lw� ■swInwi■.t(r•��w.—ww—wwf�-wflw■�-l-gi•lw-lw-ir�ww(/wwwwwwwwwwfwi t ■'LQ"fa]'teptt.t■w.+�..•.�.��,r. t�w•ar+riwzw!��.:w—�.(�,.twu.w,.,.r . �■�i1Ll�--!•s, ;_a�a�liia�wwiw■■ww■rl,tSwc�inwiwl�.l.w�■n�■�.Iwtllr:n ^. �.-` �-�"+„� tt:�•� - SPECIFIC . • wwwwwwr�l■wwwwmw,' ��rawwwwwi*ww•wwww2.,1t� xi 1♦"' ` rw loll y rrr�rM r • • ��-- rr :.,•4., L-Ll■L.►,....lea#llwww�■ritri... �•......... __ .. I rrrr • wlnwwwwl� irred� ... . .af��•wwwwww ra?rri' c- c!�fRftf�wwwww/J•w��!?r✓�wrii!�11'%a�„1[llwwwl�_"�r. -"• "�"a��w�11� t rrrr wwwwwww w' �► 1�/IAR'•iiiiiCii�" �'�..mlrrret��► .-.. , .r....:.._..._..-_ •.r,.■c..' ••J:• i�rnwwwww(� ♦e auri..►; sal�..rtw�w w�� tom- •� �.,�.n ...._, _ �.. rs..w��lrwwwww(�!�■l;wr�r�>wlirrrrr.rr~� -�.�lw 1 i :fir! .tc.�ti • r .„aq� ��i��11,t�1�R�wwwwi`�tiri• 71 r:r'�'►',•rlw/lsww!/e.....�..=a71�11�Ita�ii�' \II�It ''�+'�"'`�_1L#Iww�-_....,, .• �wwtN�■lltlrr�arr,r.` - _ .ir,:,-. rata tl:r • '<r'+■•.�..�,+.' ......a !■w!■11„ rYQ11M(1■iw//�!w * �----•,,t ._ rr �P,.Jtt:rr,�....�('ir; iwrw>wlrlilarrr....:.::".,�,�rr1.i7[?��"�wwww� 1!r ��:t� •r f„-._-,.�1��+`1�i��,C. �'v► / ` ^�9 DETAILS i • vw wt■� � � �Ilr�!k�3ri'�'�s?!�■Irgl"�"Alwllwli.'� ••� �C'�1��fi�G i-_.:�� t •• ., ■,i lil ._ p__ ;Titww(wwwwwwwww►�t-t- �»r ��1�--'c ��,w,_,,�-w�rwir■w.l�Iwwwi!■”-��(:rrl�Iliir�.t ��r � w wwn►�...r>~..... �....,�: --•�t - ... :�..:--;...-..... _ �•'r' _.. �ii•Jwww�'�w�ir1■irr.:�•b'7!►'/ �•.�i_/w�l4lltwwwwwr ��t,� ��I��ww("d.:�ezv`-.r.� _......-- •._. �!• www` mit/C��rrr`Iw �==..,..-..:.::._ �.. ===-•--_.. • +a�� .��twll�r#�►�! `� % t .tom ._ if�:w. �_1.*r.!riI}(■w�w�ltrrr..�, "'r,,��wretr;i:..�t•■!�G■ "`�-= it _ ...,......,,. _.� I�Q►,�1•�•a�+lh`J.�".._"�-moi Iww�s■ilw •-�' � IrYlR�ww - �- - • �. ,. ,,;_t �•• `�"' • . '•• +rrt�n _ 'r-.r#a�ltr�ww/ �..I ta! "'q lNRl.,uc...,.A■�w�iNr►1>♦at��•.=.1(L�'� --••_�Et� __!..r • 7r!t��ii it.�:r..�. "�'-`"•;c1!! nrwr' � �. �-�4+rwI_"� � "..,,,t-r,7a,"-rf -PROPOSED ' i' • I FIRE • _ � ,� "'•. ♦ "`-,crr-_._ R1i!>��t�rfr..i..._ !f/ r ` !� r R��gre%!ry, ""^,'.-.,•.....,.-_ �e�� •.kr'.i>,r-,.1`/1�_ �y,?� . ,•r•••�r� ��J �! �r��'iiG�r,.. ��• .�► Ir..t-,llwlill�.�::.�rtrwwiwlrr� ; I.ailMlltrrii)�+t _ ` r+t� >lj��:��'�llwwl.'lwwwra'lltrftrrr. ••��E.�s::�..,►T..,'r'a'�` MAX _ r SETBACK• rr�� 'r""•�.rr�.,.��:r��1��►' �itwatrr:�■�Ctwt■lt��"Rtlwl�wlCrl1ty X11 �'IIa.:4.. rrl:��wwt�wwwww#-- _! �� rr^rrr.r,�r11lti�w�ttir..:1,:lMI1�I!��fY wY-�St ��,w�r�►rH. „r+._-••,•ywww r wr■r•..�_ �llt♦S..r.�fS�ti d �■++•ra►vn/ u�j�� t wl•IwwwwwwR+.i[.aG t•!�YRf,�: trw'I'-t;r t �w.tltr7fw�wwwllr•rr FIRS,� i+r-�` `""► err,Y�.�.r• �."RESIDENT • r.m...,. " I.._� t i7 IItlrlrltr..e.__ .. "rr�>~iw►#wwwwl!■wwww ~-�, "`��I. w'_I.* ��t.."'�",�rr?�iti r ., �r�- """--•%4"ta "-. y t • .. •' • i • � ter.. r '.'. 'r'�a.�%�-,�►`•��trttl.LS>I �wwwur►�wllt/ri„i� • 4 ��r�= �-- = ��-_'--' i5'�!�P i _ �,� �Ilrrrr..�-^�-��, �i�j� T v r-�� • j,� u. 1� : i�t�r.,, ., .r- .. •' • r �"�t„ •l•r.'+�...ar.•,r��•ti',i�i! .1�111w:�ft•.,� rJra ....`stx , �=�' +��r►'�www�''�ww�ww�w/Li�>rra.....�. rw.�.�:t.��i`► ��fif _ _ t �.•'��`-,,- �♦� i '�"�'--{-�----�~��".L""i�� f_4'%i1�'�tt��Klii�It,iW�Ni`ir.�� y�i%'a��"� � � �� ,wl�wwll�JJi�w!•wwwl�l�i�i "r..."!rw � ��i1i�i�� i t �%� s*�; • , .,.....5:a..�Ir:1.7 "L��i s`!Il'.�wl,A�!*:• ., •:•p,•t '••� ••••••.__. tilt/i>■.�ww7wwwwwwwwwM 1rr'r��..�"�`�'`� �wls�j ��' a �� Y 1t � ' • • i .. ��! ww iwG•—'��: '�� wwwwwww�w �' 'I .► �� . "~"'r•,.� ..:.�lOir.i`:1� ••-lct,l,,.r ..�, �� '-= ,.._-.,.:':- !�i►7ww �'r"`"'----- +�_ . • • �f � � : _ - • .• , . ., �'.'�r■ca►�..■��..,.��r....:.�tl +i `- ��...� ■IE�r"!. �'T. ,T.7wwwlf�tii� : �xsw. +■r� wl� lrlrtivar.r /i - ,Ij_M�, ■r- ��w�l,L-��lt�rf�!�! Rt \Vw�'t ~_ trltw�i�w��■.� 11�:r "" r • �,�p,y , ' r • r . ,lo r . , i • • �� • .� , r . r ± ` { �'/. ' • • i~*.■!•'r/r"�u.■'�!.�,!■.�..'��r�.awrw'r+wn..`w. ■�R'■��,•5�. 1•�,r��'�~�,1�iI4r�I.!!♦■C•r,w�.w'bw+ew^'..i,w,. n .-- ~.a..,.,��w_'(cwrtw!�11rwaw-lr• •• :i. ! • r•1w -�- -i--•w:.+. ��w�wlwl�ww �llkr,-lwiii.7l1wrA11l1•w�wwA�ww�t�r�/�w!■♦■s`;T/w�/Iww�www-_ iING I t ppT SETBACK �� M� ' �! �tw�ww�ww�wrwrtwr Olin ' :�r` %i■�llw:'. •'� +wwww i �,�(r ■wl�wwi�ll�r�wwr.■ - • . • www■■ • �,. >�t..Rtw�l �ww�l��rr� � a r. wwww • •, , • '�•.naa��rf �/11� •w ■ww• - .r��lwenrlwwt�nlw�lnt■!w .n wwwi % � E!= _��.,. w"``••r•: *f!� int#r►" � i` Iwl•Iwwri■►,r■■awf w i � � I..� ww■uwwww wil■� • -. tr'�:R:r'�.r...>_.■.. ..rrrrw � itttt�wr,l�wwttt�w�w : ,� i i i �� '• •' • i •� ~ �'� � �'��' """"'� �-.,,1_■rw��w>rrix��iwTJl i�, I�—r�:rrtw�i.•:w"._ • • • � � • • • • • • � r ■ • � • �-'■ri,�Catilttwrrtr11�r41Rr�tvrl�r�.w��tw�rr,.�rrirr��.�■ i IN•' • `",-`�Xt , i� t�..�-~'rr� err"' �.r..r • • r a a • • 1 •S AND,POSSIBLE, • . +THE FIELD. THE INFORMATION,NOT •D UPON AS BEING EXACT OR COMPLETE. ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED CONTRACTOR'S RESPONSIBILITY TO AVOID UNES, AT HIS • ?+UCONTRACTOR SHALL NOTIFY THE APPROPRIATE TIUTY IS SHOWN ON THESE PLANS OR NOT. THE UnUTY COMPANY 48 HOURS PRIOR TO ANY UVN I ACT INFORMATION: ► ♦♦ 800-245-4545 LONE STAR ONE CALL: 800-669-8344 D -E 800-344-8377 IG I SS • 979-764-3570 979-764-3660 ATMOSBRYAN TEXAS UTIUTIES 979-821-5865 •. VER!ZON 979-821-4770 .► suDDENLINK • . L LIE - $ ��- OF �'`s EXISTING 1.5" WATER SERVICE EXISTING UNDERGROUND '`"-- UE �~"---- W-8 CAPPED AT RIGHT-OF-WAY EXISTING. FIRE HYDRANT ELECTRICAL SERVICE U✓ W -g UEW-8 _� PARKING ANALYSIS u> `--____�� UE W 8 �----___�_ W-$ NORTHGATE PROPER APARTMENTS "" UE W 8 REQUIRED -PARKING: ~""`---- __�` UE --- _� UE 34 BEDROOMS 1.125 SPACES PER BEDROOM (NORTHGATE) 38.25 SPACES REQUIRED TOTAL LOTS 6710 BLOCK 2 COLLEGE STATION, BRAZOS COUNTY, TEXAS PROROSEDL PARKING: ]�%/�} 10 /� %� �j %� /� %� ] %� r FEBRUARY 2013 SCALE 1"=10' 34 SPACES NOR tl T l LT1`1� l l -i l R ll l .�-.i .d b 'j' /� r 'p /� /'�R 2 HANDICAP SPACES IIAUBER ADDITION 36 TOTAL SPACES PROVIDED A TMENT r/�L• �r �- .�$r OWNER/DEVELOPER: ENGINEER: *ONE SPACE 1S BEING PROVIDED PER BEDROOM. AVAILABLE CITY PAID PARKING IN THE AREA. AN t r �tr�r T/� 7�� / so A FIDE ACQUISITIONS, LLC SCHULZZ ENGINEERING, LLC. NO VISITOR PARKING IS BEING PROVIDED DUE TO THE (, LLL G STATION,, A Tl Vl V , TEX�,S` TOTAL AlREA= 0.%6 ACRES 4 UO OLD COLLEGE ROAD PO. BOX i 1995 ADMINISTRATIVE ADJUSTMENT WAS GRANTED TO PARKING 1 BUILIANG 26,603 SF BRYAN, TEXAS 77801 COLLEGE STATION, TX 77842 SPACE REQUIREMENTS ON APRIL 9, 2013. A#2 L)Ilrrtft_ ACRE (979) 703-8925 (979)764-3900 IMBRIUM 2 ARCHITECTURAL REVISIONS DLD 06/25/13 1 CITY COMMENT REVISION DLD 05/15/13 MARK REVISION BY DATE RON- OR.)w SCALE SHEEN` VERTICAL N/A SITE PLAN HORIZONTAL 1:10 I "" HE"`'' T I OJ'• 2 PLOTTING SCALE: 1:1 I FiLE NAME: 12-204 + 125' TO FIRE PROPOSED ELECTRICAL HYDRANT ON WEST SIDE EXISTING TRANSFORMER & SWITCH GEAR NORTH AMERICAN ISLAMIC TRUST OF CHERRY STREET MANHOLE PER CSU PLANS AND SPECIFICATIONS TAUBER BLOCK 2, LOTS 11 & 12 NORTH AMERICAN ISLAMIC TRUST . Ul RIM =343.60 (WILL BE SCREENED BY LANDSCAPING) ZONED NG -3 TAUBER, BLOCK 2, LOT 13 1152 669 PROPOSED 15 PUE FL= 340.60 / ZONED NG - 3 rn AE AE AE AE AE E AE AE AE AE BY SEPARATE 1152/669 6' CEDAR INSTRUMENT PRIVACY FENCE .*300 Lr r1 0.65' O rtRX aYnr nvr S 6 S -6 S- S -6 S 6 S 6 S -6 -6 5- S -6 S -6 -6 S -6 S -6 7. - - S EEL STOP ( 26 N 9' PAR PING SPACES ; 6' DECORATIVE IRON FENCE ri.{ PROPOSED ADA (ALONG CHERRY STREET) { ( TYP-) 20' SIDEWALK RAMP ¢ TYP. W 0 ST ST ST ST in T — ST fST S ST ST ST ST S ST ST ST ST f- AE f 40 LF TO ADJACENT DRIVEWAYr a f �'� - s I I ♦ t- I / r 5T ST ST -- ST ST ST ST ST i ST ST ST ST ST ST ST ST ST cn EXISTING 6" �� ( I LOT LINE SEWER LINE � ;I ¢ 21 t- ST ST --- ST —• ST — ST ST ST ST ST ST ST ST ST ST ST ST ST PARKING LOT r y •t - 23' LIGHTING (TYPICAL) cn 6' DECORATIVE IRON PARKING ISLAND VAN- ACCESSIBLE SPACE FENCE WITH GATES .. I / ST ST -- ST ST ST ST ST ST ST f180 ( SF T ST ST ST 57 ST - —rn ALONG CHERRY STREET i. 1 °�,. '�1 MECHANICAL EQUIPMENT PROPOSED FIRE W /DECORATIVE LOT LINE ) I 'ri ); WILL BE LOCATED ON ROOF LANE SIGN PAVEMENT SIDEWALK � T — S s u1� • t A 1 TY ST GJ S S 'A Nvt a nt �M »' FLT a : : w T i„ H r r S r Scf , ST ST 5 .. 5T SJ _ _ST cr,� ►ttl ry Lij i Yli I • f • - DO NOT ENTER- r•..Ir \ + ONLY too L — ; Wmm= ROOF GUTTER 8 9 AR IN SPACES =01 r) DOWNSPOUTS 2 HANDICAP SPACES 9 p "PROPOSIE11' 6" f►�� c� SEWE VICE 01-110' MIN .. 51,0UILUING in !! �•Il ii�il . li� PROPOSED ADA—' SIDEWALK RAMP `r s 20' MAX BUILDING SETBACK ••-- `."".`.• -• ... �„ � t: •,1 • . 1. � .. �'^�••'�' --.__ � • -....� ' D Sr Z;,. ri; J2✓ t;;;: c., x'y 4 = { •.nom "'�i•. ' = � 1:::ti '•'' �: > ' S ° 7� , l -Y.1 i>r4s ry ?' ° f: ,� f�J',,.,ji tti..l�{ J Lf s . +,. S _ ` ;cr+'..: ..r•:�q r.,• 2.r •.i i�f '-- --'-_+ i; '��' %➢ t? /-• ^ �' , " -.... -... r .S ^ ' cx' :� �'j _ � -� .'o ' ✓ e . 1 .`! ' `r '_ I - • A 'mil • ' C pc A ° D D ' • D "` ST Sr . `�.ti ''''' +Tc %•3'�� fir. r�r• i I Y ` :+.t ~ ,•1,'� - r .,ri T �wr�;r D, �' ILV 1 • l�f -^ ..- ..�. -. • er -- ... - '�+... P � D • D �• ', n . D '^• -�... '6 ' , <<' N GATE R _ PROPER OP ER A PA TMEN TS -� I r --- -• _ _ _ �•— .._.._, ., A o • . L F 'a' - ^..• --- n \ ' a D ° ' `Nrl i' � ©O ,- '.""r -"" 3 8c 4 STORIES --�1 s`I r ROOF a 55 MAX. BLDG. HT. .° ., F' cst DOWNSPOUTS FF - 348.30 26 603 SF ' []� ! ;'` (TYP.) �D Q-^r I HANDRAIL PER 32 — 1 UNITS r 14 BEDROOM 6 �.� -- ; ',. Ip � 7 t ftI - --- •- _.:...� .2:J(L E ` i!( ,/� ��1� ..`^•- •-._�+ ARCHITECTURAL DETAILS-- 1 N 2 :BEDROOM UNIT "' �' PROPOSED VARIABLE W1D M PUBLIC UTILITY f �- AND ACCESS EASEMENT ISOLATION VALVE - $ • " ""--- BY SEPARATE '1T �� L - " SEE NOTE 17 UNDER ; ,�?- il' _ INSTRUMENT 24,E . 10 DUMPSTER ENCLOSURE 6" WOODEN FENCE / EXISTING 6" / SEWER LINE S - 6 S - 6 — tt ` WIDE GATE ff II 10 5 0 fl OPOSED GATE SCALE iN FEET YNO SITE SPECIFIC i 16 SHEET C2 2 DUMPSTERS SEE SITE SPECIFC I( NOTE 15 SHEET C2 Ii � ti`Y EXTENDEb CURB HEIGHT VARIES 1' jGA , I , tuft ~ a ► _ _. _��r ��a■ �w�i�lll��ll l>• ra"igt• M1•a , ....��..... � f 1Fiawl r�1...�� rr"' �!?►��1 ��1r""� ".�■ � />�ttt #t�l� /�1tC1ili7C tr . I '� """'�` Innm!:w /tt -�.w., �'---- ..�..".,., . - PROPO SE D ► PROPOSED 2" WATER ......,..... # It•lu�tt3 x!!!1• # r iltl!MQr�ttt•il► 0 /� !� rr , ! YI•' !♦tL#t�ir<I♦it/At�� #iris - 11IL k' �l WE W* ' ER so t }4[ itl• #��t`liiii'r " '"'^^....� l _"'�w■� ■�� `' ttt /lt�tttrtsra lllr..r r■ ter. •++ wttt lt�llr #ttt•tttAttt� #tt�l> = lt ■rr! "�Ixxt�tt•t • iR�7/...__ �Ctil r+ 11l It•## l <wttttt #ltwtt�ttt /t'�It��/%` = ! AtA !kTT #t�titr�s�Alr #_ !!?tlit!i•ir�!!1 " ��-� itttt�!(t�ttt\t#t! f �' -••'� l� �i!<It!'•tiI1�ICii - " - ' - '! •- '� .•mNrr #ttttttt /��ilir•�111• _.ii Uq1� •.�rl�t _ _ I ■ r r �" � t� r s _ r r If 1 t rr `� •'•+.rrrt� %iM ' t�i�tfi`.trr j �."ixJ 'f ittt�ti�tttttt[/:^� = .iZrlthll�xlii"r►' N♦ r.�r'ttttt # t �# IMC `ia�L!!I!� /�t�itttrtrllliwi. '" "•'!! �tt�t[<Rt#Mt "S�i .... 4 �� t A R E ^ _ -•.. _. tlAtTist��rw[1�..�.....r...� ;'_. i•�.-- . '.►•1.,.�s..e - �� "'- •"r�.rlr.. "!�•■rwt•111ttttw[��it�l�tltM'�` `��/tf_R�lttt�l�`!K� t1111(rRtltt�r�tt/Ats �� ttrlr�itt�tdrlJiwt? I1�(♦ tt �t tt Nl�ll �rr�rr�'! �!!' �, Itttt•## �ylRiirrit, a:`"!! �l It1 U�" 1tT". r` l lltt•itt! #tttt�ttt�irr....._�.. I _ _ _ � �,.I� r ! +�.rl Ili,, ►��..... -- r�x1�:1� 'u• jl t!l ilr lxnlr•ttnr.�lre►IrlrilrEriiirt ` 1�': ��` �t wtr ,wnrlllrr�t�irirrr�i.. -,..,, •--•• v��,► �l tltr�twrr�r■tt■rtlr•r►��a�:::�= rr •.r.�� `r,� # # #ttr: #Its #ftiilrCi�F.'lll� �.: �! y# �!! �' t#t �#t �ttf �( �tt�t/ ��` ll ��i i ` cc.: � L+a �r T �rR'..f71 #Itt�!•R #'i�� •fir wr "`r�'�"n'!'wrr .� .�� e ""r"�llimlil. ""r'rl■MII�ItI�tAfA�l�r `�� . Iii/ ." /t�U!'�'-. • .,�nft #'1♦i• #Lr�,. �� '��- .`_�•- `iCc�.S'L''E-'� -1'1►' - ` "' 3,��t��irr�itt�t � #it•tiM.'ll/! %►.rli1� • - ---•�� - - ��'' + r+ �ll�a, r_• rr,, �� 1111r trlRtttlt /ilr�lilt�"ll•GCrCl ��i ��t ��MrU■ liirs■ ��ir::'".l �t��>�Itl+r��.'�'rf•��- �- '� �'*I # #IIRi , -- .- . � , �,r -- --- . -••+er . '-,� r ' � i 1 R11 #i��Mrh,L: /it � • �r� ..�..I�:�iI „1111- - tlr , ►= .uw�.rllro.e•. = -- t..- ':...atr�..,.�al�s• �'--- , 1.•., ..�, '�n�■i__ -•�' a� *_�r:.i9 #t�lr�� •• ! /i #ftt�t�t�..` ' trrMira'.'.'�i.� l� X11 ��ri ','r- '�l:rr�.r�� # # #t� /I �M► �� ~- #�'iNr"le r�ic_ •I/11 ty,�� • - „ • „ • ► r ` n ..r�,,.,.,,, • ....- .. r.. r.+ Rr►: ��tl�Cr.. �. �. �# �lr�l�ir l#R�l�t��t� #itt•i`�I:>�litti�i p • • • • • 1 '�j� � ■ tC 71 iC� #iilAttr�IfN /tt/ti� , r •- i THE CONTRACTOR CAUTI ONED BLOCK CHERRY STREET LP am THAT THE LOCATION AND/OR Ell EVATION OF THE BOYETT EXISTING UTIL111ES AS SHOWN ON THESE PLANS IS • ►�i �� BASED ON # -• OF • RELIE 'Pip i TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE U PO N OR C IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID A I EXISTING UTILITIES AND REPAIR ANY DAMAGED �� 't'• :�� , LINES, AT HIS O EXPENSE, WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR NOT. THE ' CONTRACTOR SHALL NOTIFY THE APPROPRIATE ��. P RIOR CONTACT IN ORMATION' ILAAti ONE CALL: 800-245-4545 ♦I DIGTESS 800 -344-8377 COCS ENGINEERING ► i • • ;.# .. BRYAN TEXAS UTIUTIES 979 ATMOS ENERGY :. #. VERIZON 979-821-4770 SUDDENLINK 979-595-2429 1 CITY COMMENT REVISION DLD 05/15/13 MARK REVISION BY DATE HECTOR RIVERA TAUBER, BLOCK 2. LOT 14 ZONED NG -3 9' TYP. 23' PARKING ISLAND ±188 SF W/ DECORATIVE PAVEMENT T $. • -, � '' .a � x i> i�;` `'.LVtti`CC:- �i� t 'i b: p� �� t�,. � Y.a. f. �� ' E t• t• MYM � M !- iY_,•.:`•r: -: ark:, ";.r.:r... L�:Z�J�:��7: '�.:et , TYP. • 'v -"1: e 1p >i�'; j�y./� y..�y �+ ter .: /.:: Tr �. ,1'�� . i •• A : i . : \' }:;•_w:i a ' ,.nyt%K `t15•%Y i ' Fa/.i11C: ; �:.: -. r; • r 'i•.,i.y::t �,;.,i.s. ;f ,L`r• PR OSED 6 SI .; ' f, r• 7r , t r - .: c •}t` :far rte (' a�•T 6 ..' +� +. 4 {. c:.."�'�"'..T J•�:Ss >.. K;� t;' ' r ?��. r A t r � s i Y i r ..1i � 3'.'•: � 'e,;d •r'Y,'. �• � p.�i': y7 <r ti t y 0 DE ALK `< 7 ., ,.M.r;. -r.� .. ,'• .� :. �f;:: �,�. . '�`�:c;- '_��' >, -svo` D \ s it - _,� I ,.i• r: •f• In J,r� .li t .�:,"., '.• .:F::i1•JJ�• ! 1 syfe�''_'.:' %,- ' r•; � '+✓ ROPOSED I ' I �• <;� .ri rte^. { :;�c.; ; ,�� • •>;.= �,,.• JL i' :a � . #Tf't: ti: � � i ,1`v,`r�;�= 1 r=�' :: / n. RELOCATE } �' � t• ( = +r ;� :1- n ,.r <._ •r,.z .�• f f�lA • e' sF s �% 4 t - t"iri,- t!'�•.4 zl r:. :�:•� = t Jy, +,.JY STORM INLET A 61' _:. �, r :_ r,.> D O r.� P'.,. ;. -.� v. b . ,t?• . d J r - ,,,..bL. :..sy"''v I• ,[ yt I .DA D .p A. PROPOSED BIKE RACKS �• •a >. A :D pa > -.T� ?: POOL ,;S + D 1 • o p • p . D _ . • A A D'rol • p , . • '-.. rl 1 �7J: . � . r�:rr.,•1.� r i.Z.'t.J.ir M °�4 PROPOSED PRIVATE IRRIGATION LINE � t �� a p ► (24 SPACES) D .• • 5 _ 5 i , r' A A 6 . D • A . D y' . '_.'.:: k;.' P'„'� e.% :r. K • r . T .E i .r-.:• f; ' t D 6 WITH SLEEVES UNDER S IDE W A LK �L \, �' e D. E !O 0 ® Q t1 . D e J•�J• +• -� }.)J: pry:w - u•L' �•i$:.j. A •r W Y w,lL � {••• - i. A e ir r-: .{ y j '•*^ f- Jf:'.• 11 1�� jY REFER TO IRRIGATION PLAN FOR DETAILS ST ST D ST ST _ PROPOSED I ° •D, ° S•1 7 N ( _ _ S•- ...ee.F3 - ,y a f {sy��. ADA PROPO r u t E a o r•, r.'r `ir;;;' -? c Y D d I 1 ---• D "•Y•L � w rf_ J P OP D u ,S ,1 r• �sr Ss ,_ - v -r• ---� I .: s e' r• �'S7 fi' J-r i^ e ( BY SEPARATE (!j - r. i' J� t • riwY• Y.' .t N ;'. �..a. D o f:�..,rp •y f ..! •( - 'I ... D r7..,. f •.•.�,,, '�"'s1,p.a 'F: �, A l I, INSTRUM - ---._. E I _ � ..L z� ti•�?:: ,• -•.L 5•r'�'• .;� . _ ,e, t ... 6 .�+• J: ^. y' = •, ,l. y ,,.... •'. i ,r ) 1"'` tfd a :r +, ^ W s ?f: J• - •J yi'i /. F �7 -•'�. � � i, l.n • /`YTitl A '..7" � ( r � - `.�"^"_"'_- ' • e Sr --�..- :..- �^':.• r.cn f�... {•r._•. _ . «.'.v'.;J.� • r .. ua'i': i _..1•�•.Yi� • %"`.'�n'..2:" ':�1`L.i::it,• „`.1.- Y � ; •��i •D. ENT Sc hultz Engineering L 2730 Lon g mire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED JPS DLD JPs THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON MAY 15, 2013. ISSUED FOR CONSTRUCTION JOB NO. DATE 12 -204 MAY 2013 A e�5j? °•.. � .................... JOSEPH P. SCHULTZ FIRM # 12327 ` ULTZ ENGINEERING, LLC R H TUCKER INVESTMENTS LLC TAUBER, BLOCK 2, LOT 15 & ASSOCIATED BPP EXTENDED CURB CURB ZONED NG -3 HEIGHT VARIES 7982/121 ALONG DRIVE 1.19' I SEE GRADING PLAN S -6 S -6 i LO LINE +. � r 3 €ll 1 mS °`iii .•.' F�iid>? -+ -- =R7:r y3 '"'n. lam' a _t G .�l. r� ARCHITECTURAL DETAILS III I U ” � ALONG DRIVE SEE GRADING PLAN 6' CEDAR PRIVACY FENCE w ,�� -;{ 23 FIRE LAN .. E PER FIRE LANE DETAIL & NOTES ON SHEET C2 � PROPOSED WALL 4 R ' /' 6' DECORATIVE IRON G;r FENCE WITH GATES i ns J ham, J �MOE w sn Im w 1 Q (n Q a p V M �Cj zc�,4iw a Q m cq N ow- =5f O�0 a 0 hao- PROPOSED FIRE 20' MAX LANE SIGN BUILDING SETBACK -- "RESIDENT PARKING F . •.. y , ".a' ,: . ONLY" , --- --' * SIGN P OSED 1" PROPOSED ADA ... «.._. ter. 10' MIN I (CATION METER - - SIDEWALK RAMP _ BUILDING SETBACK EE INSET A --�. } PROPOSED ADA S - 6 - SHEET C2 ° SIDEWALK RAMP EXISTING MANHOLE 5 -ti S - S - S _ � -• ,p� ?,,•�'� RIM= 350.69 \IL EXISTING 6" l S I F :.,---- -- -S -6 S_6 I - FL- 343.87 — SEWER LINE PROPOSED PRIVATE ST -- ST'li - - U T ST E ST S IRRIGATION LINE WITH EXISTING 1.5" WATER SERVICE SLEEVES UNDER Q CAPPED AT RIGHT -OF -WAY ' SIDEWALK - REFER PROPOSED TREE & TO IRRIGATION PLAN TREE GRATE (TYP.)t STOt FOR DETAILS ws`' "� F I C3 RLQ PARKIN �- UE W -8 �` PROPOSED "NO PARKING" S!GN `' 0 REMAI i; s� + . lie W -6 ±300 Lr r0 + rtr E L=rnrvr EXISTING , UE 8 r +3 SIDEWALK ylU iF'v i. _INE `` �' t u E H _ EXISTING UNDERGROUND UE _� EXISTING 1.5" WATER SERVICE EXISTING FiRE HYDRANT --- — -`" ELECTRICAL SERVICE UE W �-- —6 CAPPED AT RIGHT —OF —WAY Ue W-8 - ''`'-- --.,� UE "---- __,_„ $ PARKiNG ANALYSIS �w� NS?�GATE PROPER APARTMENTS `''--- --__ UE -""'-• --- y REQUIRED PARKING' ��""~- ~ - ---- -� ""`-- UE LIE 34 BEDROOMS 1.125 SPACES PER BEDROOM (NORTHGATE) 36.25 SPACES REQUIRED TOTAL LOT—�(�� (� COLLEGE STATION, BRAZOS COUNTY, TEXAS PROPOSED PARKING 7� j R r y 7- r• A TF PR O� . 1 2 HANDICAP SPACES p ADDITION 34 SPACES NOR 1 (- - � i TAUB /�DII. ITION FEBRUARY 2013 SCALE 1" =10' 36 TOTAL SPACES PROVIDED ( ��• �� • �� •1 1 � OWNER /DEVELOPER: ENGINEER. *ONE SPACE IS BEING. PROVIDED PER BEDROOM. 7 BONA FIDE ACQUISITIONS LLC SCHULTZ ENGINEERING, LLC. NO VISITOR PARKING IS BEING PROVIDED DUE TO THE COLLEGE STATION, TEXAS TOTAL- AREA: 0.76 ACRES 4400 OLD COLLEGE ROAD PO BOX 11995 AVAILABLE CITY PAID PARKING IN THE AREA. AN ADMINISTRATIVE ADJUSTMENT WAS GRANTED TO PARKING 1 BUILDING 26 ,803 B F BRYAN TEXAS 77801 COLLEGE STATION, TX 77842 SPACE REQUIREMENTS ON APRIL 9, 2013. 43 U NiTS A�`RE (979) 703 -8925 (979)764x-3900 •IUeuelusweall NORrP rTr- A TE .PR -PROPER Sc�LE SHEET A � A R I R TMENTS IT VERTICAL NIA WED FOR HORIZONTAL 1:1 LOTS 6--1 O, BL O CK 2, TA UBER ADDI T ON SHEE T 1 �._�� WE PLOTTING NOR THCA TE -- COLLEGE . STATION, RP�� (� � �7 ( 1:1 O � �$� P L I N � � FILE Ni 12 -209 * CULLtut 0 1i-�: jvl14 MAY 3 a N13 OW14Diinn T, i ` DEVEL®PMENIr SERVICES ��L �n t w PLAT FILED: L c4a�mGU°,ax. IS UM ENGINEERING G SURVEYED KERR Ld lit jl LU A LE _ - DO NOT ENTER- r•..Ir \ + ONLY too L — ; Wmm= ROOF GUTTER 8 9 AR IN SPACES =01 r) DOWNSPOUTS 2 HANDICAP SPACES 9 p "PROPOSIE11' 6" f►�� c� SEWE VICE 01-110' MIN .. 51,0UILUING in !! �•Il ii�il . li� PROPOSED ADA—' SIDEWALK RAMP `r s 20' MAX BUILDING SETBACK ••-- `."".`.• -• ... �„ � t: •,1 • . 1. � .. �'^�••'�' --.__ � • -....� ' D Sr Z;,. ri; J2✓ t;;;: c., x'y 4 = { •.nom "'�i•. ' = � 1:::ti '•'' �: > ' S ° 7� , l -Y.1 i>r4s ry ?' ° f: ,� f�J',,.,ji tti..l�{ J Lf s . +,. S _ ` ;cr+'..: ..r•:�q r.,• 2.r •.i i�f '-- --'-_+ i; '��' %➢ t? /-• ^ �' , " -.... -... r .S ^ ' cx' :� �'j _ � -� .'o ' ✓ e . 1 .`! ' `r '_ I - • A 'mil • ' C pc A ° D D ' • D "` ST Sr . `�.ti ''''' +Tc %•3'�� fir. r�r• i I Y ` :+.t ~ ,•1,'� - r .,ri T �wr�;r D, �' ILV 1 • l�f -^ ..- ..�. -. • er -- ... - '�+... P � D • D �• ', n . D '^• -�... '6 ' , <<' N GATE R _ PROPER OP ER A PA TMEN TS -� I r --- -• _ _ _ �•— .._.._, ., A o • . L F 'a' - ^..• --- n \ ' a D ° ' `Nrl i' � ©O ,- '.""r -"" 3 8c 4 STORIES --�1 s`I r ROOF a 55 MAX. BLDG. HT. .° ., F' cst DOWNSPOUTS FF - 348.30 26 603 SF ' []� ! ;'` (TYP.) �D Q-^r I HANDRAIL PER 32 — 1 UNITS r 14 BEDROOM 6 �.� -- ; ',. Ip � 7 t ftI - --- •- _.:...� .2:J(L E ` i!( ,/� ��1� ..`^•- •-._�+ ARCHITECTURAL DETAILS-- 1 N 2 :BEDROOM UNIT "' �' PROPOSED VARIABLE W1D M PUBLIC UTILITY f �- AND ACCESS EASEMENT ISOLATION VALVE - $ • " ""--- BY SEPARATE '1T �� L - " SEE NOTE 17 UNDER ; ,�?- il' _ INSTRUMENT 24,E . 10 DUMPSTER ENCLOSURE 6" WOODEN FENCE / EXISTING 6" / SEWER LINE S - 6 S - 6 — tt ` WIDE GATE ff II 10 5 0 fl OPOSED GATE SCALE iN FEET YNO SITE SPECIFIC i 16 SHEET C2 2 DUMPSTERS SEE SITE SPECIFC I( NOTE 15 SHEET C2 Ii � ti`Y EXTENDEb CURB HEIGHT VARIES 1' jGA , I , tuft ~ a ► _ _. _��r ��a■ �w�i�lll��ll l>• ra"igt• M1•a , ....��..... � f 1Fiawl r�1...�� rr"' �!?►��1 ��1r""� ".�■ � />�ttt #t�l� /�1tC1ili7C tr . I '� """'�` Innm!:w /tt -�.w., �'---- ..�..".,., . - PROPO SE D ► PROPOSED 2" WATER ......,..... # It•lu�tt3 x!!!1• # r iltl!MQr�ttt•il► 0 /� !� rr , ! YI•' !♦tL#t�ir<I♦it/At�� #iris - 11IL k' �l WE W* ' ER so t }4[ itl• #��t`liiii'r " '"'^^....� l _"'�w■� ■�� `' ttt /lt�tttrtsra lllr..r r■ ter. •++ wttt lt�llr #ttt•tttAttt� #tt�l> = lt ■rr! "�Ixxt�tt•t • iR�7/...__ �Ctil r+ 11l It•## l <wttttt #ltwtt�ttt /t'�It��/%` = ! AtA !kTT #t�titr�s�Alr #_ !!?tlit!i•ir�!!1 " ��-� itttt�!(t�ttt\t#t! f �' -••'� l� �i!<It!'•tiI1�ICii - " - ' - '! •- '� .•mNrr #ttttttt /��ilir•�111• _.ii Uq1� •.�rl�t _ _ I ■ r r �" � t� r s _ r r If 1 t rr `� •'•+.rrrt� %iM ' t�i�tfi`.trr j �."ixJ 'f ittt�ti�tttttt[/:^� = .iZrlthll�xlii"r►' N♦ r.�r'ttttt # t �# IMC `ia�L!!I!� /�t�itttrtrllliwi. '" "•'!! �tt�t[<Rt#Mt "S�i .... 4 �� t A R E ^ _ -•.. _. tlAtTist��rw[1�..�.....r...� ;'_. i•�.-- . '.►•1.,.�s..e - �� "'- •"r�.rlr.. "!�•■rwt•111ttttw[��it�l�tltM'�` `��/tf_R�lttt�l�`!K� t1111(rRtltt�r�tt/Ats �� ttrlr�itt�tdrlJiwt? I1�(♦ tt �t tt Nl�ll �rr�rr�'! �!!' �, Itttt•## �ylRiirrit, a:`"!! �l It1 U�" 1tT". r` l lltt•itt! #tttt�ttt�irr....._�.. I _ _ _ � �,.I� r ! +�.rl Ili,, ►��..... -- r�x1�:1� 'u• jl t!l ilr lxnlr•ttnr.�lre►IrlrilrEriiirt ` 1�': ��` �t wtr ,wnrlllrr�t�irirrr�i.. -,..,, •--•• v��,► �l tltr�twrr�r■tt■rtlr•r►��a�:::�= rr •.r.�� `r,� # # #ttr: #Its #ftiilrCi�F.'lll� �.: �! y# �!! �' t#t �#t �ttf �( �tt�t/ ��` ll ��i i ` cc.: � L+a �r T �rR'..f71 #Itt�!•R #'i�� •fir wr "`r�'�"n'!'wrr .� .�� e ""r"�llimlil. ""r'rl■MII�ItI�tAfA�l�r `�� . Iii/ ." /t�U!'�'-. • .,�nft #'1♦i• #Lr�,. �� '��- .`_�•- `iCc�.S'L''E-'� -1'1►' - ` "' 3,��t��irr�itt�t � #it•tiM.'ll/! %►.rli1� • - ---•�� - - ��'' + r+ �ll�a, r_• rr,, �� 1111r trlRtttlt /ilr�lilt�"ll•GCrCl ��i ��t ��MrU■ liirs■ ��ir::'".l �t��>�Itl+r��.'�'rf•��- �- '� �'*I # #IIRi , -- .- . � , �,r -- --- . -••+er . '-,� r ' � i 1 R11 #i��Mrh,L: /it � • �r� ..�..I�:�iI „1111- - tlr , ►= .uw�.rllro.e•. = -- t..- ':...atr�..,.�al�s• �'--- , 1.•., ..�, '�n�■i__ -•�' a� *_�r:.i9 #t�lr�� •• ! /i #ftt�t�t�..` ' trrMira'.'.'�i.� l� X11 ��ri ','r- '�l:rr�.r�� # # #t� /I �M► �� ~- #�'iNr"le r�ic_ •I/11 ty,�� • - „ • „ • ► r ` n ..r�,,.,.,,, • ....- .. r.. r.+ Rr►: ��tl�Cr.. �. �. �# �lr�l�ir l#R�l�t��t� #itt•i`�I:>�litti�i p • • • • • 1 '�j� � ■ tC 71 iC� #iilAttr�IfN /tt/ti� , r •- i THE CONTRACTOR CAUTI ONED BLOCK CHERRY STREET LP am THAT THE LOCATION AND/OR Ell EVATION OF THE BOYETT EXISTING UTIL111ES AS SHOWN ON THESE PLANS IS • ►�i �� BASED ON # -• OF • RELIE 'Pip i TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE U PO N OR C IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID A I EXISTING UTILITIES AND REPAIR ANY DAMAGED �� 't'• :�� , LINES, AT HIS O EXPENSE, WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR NOT. THE ' CONTRACTOR SHALL NOTIFY THE APPROPRIATE ��. P RIOR CONTACT IN ORMATION' ILAAti ONE CALL: 800-245-4545 ♦I DIGTESS 800 -344-8377 COCS ENGINEERING ► i • • ;.# .. BRYAN TEXAS UTIUTIES 979 ATMOS ENERGY :. #. VERIZON 979-821-4770 SUDDENLINK 979-595-2429 1 CITY COMMENT REVISION DLD 05/15/13 MARK REVISION BY DATE HECTOR RIVERA TAUBER, BLOCK 2. LOT 14 ZONED NG -3 9' TYP. 23' PARKING ISLAND ±188 SF W/ DECORATIVE PAVEMENT T $. • -, � '' .a � x i> i�;` `'.LVtti`CC:- �i� t 'i b: p� �� t�,. � Y.a. f. �� ' E t• t• MYM � M !- iY_,•.:`•r: -: ark:, ";.r.:r... L�:Z�J�:��7: '�.:et , TYP. • 'v -"1: e 1p >i�'; j�y./� y..�y �+ ter .: /.:: Tr �. ,1'�� . i •• A : i . : \' }:;•_w:i a ' ,.nyt%K `t15•%Y i ' Fa/.i11C: ; �:.: -. r; • r 'i•.,i.y::t �,;.,i.s. ;f ,L`r• PR OSED 6 SI .; ' f, r• 7r , t r - .: c •}t` :far rte (' a�•T 6 ..' +� +. 4 {. c:.."�'�"'..T J•�:Ss >.. K;� t;' ' r ?��. r A t r � s i Y i r ..1i � 3'.'•: � 'e,;d •r'Y,'. �• � p.�i': y7 <r ti t y 0 DE ALK `< 7 ., ,.M.r;. -r.� .. ,'• .� :. �f;:: �,�. . '�`�:c;- '_��' >, -svo` D \ s it - _,� I ,.i• r: •f• In J,r� .li t .�:,"., '.• .:F::i1•JJ�• ! 1 syfe�''_'.:' %,- ' r•; � '+✓ ROPOSED I ' I �• <;� .ri rte^. { :;�c.; ; ,�� • •>;.= �,,.• JL i' :a � . #Tf't: ti: � � i ,1`v,`r�;�= 1 r=�' :: / n. RELOCATE } �' � t• ( = +r ;� :1- n ,.r <._ •r,.z .�• f f�lA • e' sF s �% 4 t - t"iri,- t!'�•.4 zl r:. :�:•� = t Jy, +,.JY STORM INLET A 61' _:. �, r :_ r,.> D O r.� P'.,. ;. -.� v. b . ,t?• . d J r - ,,,..bL. :..sy"''v I• ,[ yt I .DA D .p A. PROPOSED BIKE RACKS �• •a >. A :D pa > -.T� ?: POOL ,;S + D 1 • o p • p . D _ . • A A D'rol • p , . • '-.. rl 1 �7J: . � . r�:rr.,•1.� r i.Z.'t.J.ir M °�4 PROPOSED PRIVATE IRRIGATION LINE � t �� a p ► (24 SPACES) D .• • 5 _ 5 i , r' A A 6 . D • A . D y' . '_.'.:: k;.' P'„'� e.% :r. K • r . T .E i .r-.:• f; ' t D 6 WITH SLEEVES UNDER S IDE W A LK �L \, �' e D. E !O 0 ® Q t1 . D e J•�J• +• -� }.)J: pry:w - u•L' �•i$:.j. A •r W Y w,lL � {••• - i. A e ir r-: .{ y j '•*^ f- Jf:'.• 11 1�� jY REFER TO IRRIGATION PLAN FOR DETAILS ST ST D ST ST _ PROPOSED I ° •D, ° S•1 7 N ( _ _ S•- ...ee.F3 - ,y a f {sy��. ADA PROPO r u t E a o r•, r.'r `ir;;;' -? c Y D d I 1 ---• D "•Y•L � w rf_ J P OP D u ,S ,1 r• �sr Ss ,_ - v -r• ---� I .: s e' r• �'S7 fi' J-r i^ e ( BY SEPARATE (!j - r. i' J� t • riwY• Y.' .t N ;'. �..a. D o f:�..,rp •y f ..! •( - 'I ... D r7..,. f •.•.�,,, '�"'s1,p.a 'F: �, A l I, INSTRUM - ---._. E I _ � ..L z� ti•�?:: ,• -•.L 5•r'�'• .;� . _ ,e, t ... 6 .�+• J: ^. y' = •, ,l. y ,,.... •'. i ,r ) 1"'` tfd a :r +, ^ W s ?f: J• - •J yi'i /. F �7 -•'�. � � i, l.n • /`YTitl A '..7" � ( r � - `.�"^"_"'_- ' • e Sr --�..- :..- �^':.• r.cn f�... {•r._•. _ . «.'.v'.;J.� • r .. ua'i': i _..1•�•.Yi� • %"`.'�n'..2:" ':�1`L.i::it,• „`.1.- Y � ; •��i •D. ENT Sc hultz Engineering L 2730 Lon g mire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED JPS DLD JPs THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON MAY 15, 2013. ISSUED FOR CONSTRUCTION JOB NO. DATE 12 -204 MAY 2013 A e�5j? °•.. � .................... JOSEPH P. SCHULTZ FIRM # 12327 ` ULTZ ENGINEERING, LLC R H TUCKER INVESTMENTS LLC TAUBER, BLOCK 2, LOT 15 & ASSOCIATED BPP EXTENDED CURB CURB ZONED NG -3 HEIGHT VARIES 7982/121 ALONG DRIVE 1.19' I SEE GRADING PLAN S -6 S -6 i LO LINE +. � r 3 €ll 1 mS °`iii .•.' F�iid>? -+ -- =R7:r y3 '"'n. lam' a _t G .�l. r� ARCHITECTURAL DETAILS III I U ” � ALONG DRIVE SEE GRADING PLAN 6' CEDAR PRIVACY FENCE w ,�� -;{ 23 FIRE LAN .. E PER FIRE LANE DETAIL & NOTES ON SHEET C2 � PROPOSED WALL 4 R ' /' 6' DECORATIVE IRON G;r FENCE WITH GATES i ns J ham, J �MOE w sn Im w 1 Q (n Q a p V M �Cj zc�,4iw a Q m cq N ow- =5f O�0 a 0 hao- PROPOSED FIRE 20' MAX LANE SIGN BUILDING SETBACK -- "RESIDENT PARKING F . •.. y , ".a' ,: . ONLY" , --- --' * SIGN P OSED 1" PROPOSED ADA ... «.._. ter. 10' MIN I (CATION METER - - SIDEWALK RAMP _ BUILDING SETBACK EE INSET A --�. } PROPOSED ADA S - 6 - SHEET C2 ° SIDEWALK RAMP EXISTING MANHOLE 5 -ti S - S - S _ � -• ,p� ?,,•�'� RIM= 350.69 \IL EXISTING 6" l S I F :.,---- -- -S -6 S_6 I - FL- 343.87 — SEWER LINE PROPOSED PRIVATE ST -- ST'li - - U T ST E ST S IRRIGATION LINE WITH EXISTING 1.5" WATER SERVICE SLEEVES UNDER Q CAPPED AT RIGHT -OF -WAY ' SIDEWALK - REFER PROPOSED TREE & TO IRRIGATION PLAN TREE GRATE (TYP.)t STOt FOR DETAILS ws`' "� F I C3 RLQ PARKIN �- UE W -8 �` PROPOSED "NO PARKING" S!GN `' 0 REMAI i; s� + . lie W -6 ±300 Lr r0 + rtr E L=rnrvr EXISTING , UE 8 r +3 SIDEWALK ylU iF'v i. _INE `` �' t u E H _ EXISTING UNDERGROUND UE _� EXISTING 1.5" WATER SERVICE EXISTING FiRE HYDRANT --- — -`" ELECTRICAL SERVICE UE W �-- —6 CAPPED AT RIGHT —OF —WAY Ue W-8 - ''`'-- --.,� UE "---- __,_„ $ PARKiNG ANALYSIS �w� NS?�GATE PROPER APARTMENTS `''--- --__ UE -""'-• --- y REQUIRED PARKING' ��""~- ~ - ---- -� ""`-- UE LIE 34 BEDROOMS 1.125 SPACES PER BEDROOM (NORTHGATE) 36.25 SPACES REQUIRED TOTAL LOT—�(�� (� COLLEGE STATION, BRAZOS COUNTY, TEXAS PROPOSED PARKING 7� j R r y 7- r• A TF PR O� . 1 2 HANDICAP SPACES p ADDITION 34 SPACES NOR 1 (- - � i TAUB /�DII. ITION FEBRUARY 2013 SCALE 1" =10' 36 TOTAL SPACES PROVIDED ( ��• �� • �� •1 1 � OWNER /DEVELOPER: ENGINEER. *ONE SPACE IS BEING. PROVIDED PER BEDROOM. 7 BONA FIDE ACQUISITIONS LLC SCHULTZ ENGINEERING, LLC. NO VISITOR PARKING IS BEING PROVIDED DUE TO THE COLLEGE STATION, TEXAS TOTAL- AREA: 0.76 ACRES 4400 OLD COLLEGE ROAD PO BOX 11995 AVAILABLE CITY PAID PARKING IN THE AREA. AN ADMINISTRATIVE ADJUSTMENT WAS GRANTED TO PARKING 1 BUILDING 26 ,803 B F BRYAN TEXAS 77801 COLLEGE STATION, TX 77842 SPACE REQUIREMENTS ON APRIL 9, 2013. 43 U NiTS A�`RE (979) 703 -8925 (979)764x-3900 •IUeuelusweall NORrP rTr- A TE .PR -PROPER Sc�LE SHEET A � A R I R TMENTS IT VERTICAL NIA WED FOR HORIZONTAL 1:1 LOTS 6--1 O, BL O CK 2, TA UBER ADDI T ON SHEE T 1 �._�� WE PLOTTING NOR THCA TE -- COLLEGE . STATION, RP�� (� � �7 ( 1:1 O � �$� P L I N � � FILE Ni 12 -209 * CULLtut 0 1i-�: jvl14 MAY 3 a N13 OW14Diinn T, i ` DEVEL®PMENIr SERVICES ��L �n t w PLAT FILED: L c4a�mGU°,ax. IS UM ENGINEERING G SURVEYED KERR HECTOR RIVERA TAUBER, BLOCK 2. LOT 14 ZONED NG -3 9' TYP. 23' PARKING ISLAND ±188 SF W/ DECORATIVE PAVEMENT T $. • -, � '' .a � x i> i�;` `'.LVtti`CC:- �i� t 'i b: p� �� t�,. � Y.a. f. �� ' E t• t• MYM � M !- iY_,•.:`•r: -: ark:, ";.r.:r... L�:Z�J�:��7: '�.:et , TYP. • 'v -"1: e 1p >i�'; j�y./� y..�y �+ ter .: /.:: Tr �. ,1'�� . i •• A : i . : \' }:;•_w:i a ' ,.nyt%K `t15•%Y i ' Fa/.i11C: ; �:.: -. r; • r 'i•.,i.y::t �,;.,i.s. ;f ,L`r• PR OSED 6 SI .; ' f, r• 7r , t r - .: c •}t` :far rte (' a�•T 6 ..' +� +. 4 {. c:.."�'�"'..T J•�:Ss >.. K;� t;' ' r ?��. r A t r � s i Y i r ..1i � 3'.'•: � 'e,;d •r'Y,'. �• � p.�i': y7 <r ti t y 0 DE ALK `< 7 ., ,.M.r;. -r.� .. ,'• .� :. �f;:: �,�. . '�`�:c;- '_��' >, -svo` D \ s it - _,� I ,.i• r: •f• In J,r� .li t .�:,"., '.• .:F::i1•JJ�• ! 1 syfe�''_'.:' %,- ' r•; � '+✓ ROPOSED I ' I �• <;� .ri rte^. { :;�c.; ; ,�� • •>;.= �,,.• JL i' :a � . #Tf't: ti: � � i ,1`v,`r�;�= 1 r=�' :: / n. RELOCATE } �' � t• ( = +r ;� :1- n ,.r <._ •r,.z .�• f f�lA • e' sF s �% 4 t - t"iri,- t!'�•.4 zl r:. :�:•� = t Jy, +,.JY STORM INLET A 61' _:. �, r :_ r,.> D O r.� P'.,. ;. -.� v. b . ,t?• . d J r - ,,,..bL. :..sy"''v I• ,[ yt I .DA D .p A. PROPOSED BIKE RACKS �• •a >. A :D pa > -.T� ?: POOL ,;S + D 1 • o p • p . D _ . • A A D'rol • p , . • '-.. rl 1 �7J: . � . r�:rr.,•1.� r i.Z.'t.J.ir M °�4 PROPOSED PRIVATE IRRIGATION LINE � t �� a p ► (24 SPACES) D .• • 5 _ 5 i , r' A A 6 . D • A . D y' . '_.'.:: k;.' P'„'� e.% :r. K • r . T .E i .r-.:• f; ' t D 6 WITH SLEEVES UNDER S IDE W A LK �L \, �' e D. E !O 0 ® Q t1 . D e J•�J• +• -� }.)J: pry:w - u•L' �•i$:.j. A •r W Y w,lL � {••• - i. A e ir r-: .{ y j '•*^ f- Jf:'.• 11 1�� jY REFER TO IRRIGATION PLAN FOR DETAILS ST ST D ST ST _ PROPOSED I ° •D, ° S•1 7 N ( _ _ S•- ...ee.F3 - ,y a f {sy��. ADA PROPO r u t E a o r•, r.'r `ir;;;' -? c Y D d I 1 ---• D "•Y•L � w rf_ J P OP D u ,S ,1 r• �sr Ss ,_ - v -r• ---� I .: s e' r• �'S7 fi' J-r i^ e ( BY SEPARATE (!j - r. i' J� t • riwY• Y.' .t N ;'. �..a. D o f:�..,rp •y f ..! •( - 'I ... D r7..,. f •.•.�,,, '�"'s1,p.a 'F: �, A l I, INSTRUM - ---._. E I _ � ..L z� ti•�?:: ,• -•.L 5•r'�'• .;� . _ ,e, t ... 6 .�+• J: ^. y' = •, ,l. y ,,.... •'. i ,r ) 1"'` tfd a :r +, ^ W s ?f: J• - •J yi'i /. F �7 -•'�. � � i, l.n • /`YTitl A '..7" � ( r � - `.�"^"_"'_- ' • e Sr --�..- :..- �^':.• r.cn f�... {•r._•. _ . «.'.v'.;J.� • r .. ua'i': i _..1•�•.Yi� • %"`.'�n'..2:" ':�1`L.i::it,• „`.1.- Y � ; •��i •D. ENT Sc hultz Engineering L 2730 Lon g mire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED JPS DLD JPs THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON MAY 15, 2013. ISSUED FOR CONSTRUCTION JOB NO. DATE 12 -204 MAY 2013 A e�5j? °•.. � .................... JOSEPH P. SCHULTZ FIRM # 12327 ` ULTZ ENGINEERING, LLC R H TUCKER INVESTMENTS LLC TAUBER, BLOCK 2, LOT 15 & ASSOCIATED BPP EXTENDED CURB CURB ZONED NG -3 HEIGHT VARIES 7982/121 ALONG DRIVE 1.19' I SEE GRADING PLAN S -6 S -6 i LO LINE +. � r 3 €ll 1 mS °`iii .•.' F�iid>? -+ -- =R7:r y3 '"'n. lam' a _t G .�l. r� ARCHITECTURAL DETAILS III I U ” � ALONG DRIVE SEE GRADING PLAN 6' CEDAR PRIVACY FENCE w ,�� -;{ 23 FIRE LAN .. E PER FIRE LANE DETAIL & NOTES ON SHEET C2 � PROPOSED WALL 4 R ' /' 6' DECORATIVE IRON G;r FENCE WITH GATES i ns J ham, J �MOE w sn Im w 1 Q (n Q a p V M �Cj zc�,4iw a Q m cq N ow- =5f O�0 a 0 hao- PROPOSED FIRE 20' MAX LANE SIGN BUILDING SETBACK -- "RESIDENT PARKING F . •.. y , ".a' ,: . ONLY" , --- --' * SIGN P OSED 1" PROPOSED ADA ... «.._. ter. 10' MIN I (CATION METER - - SIDEWALK RAMP _ BUILDING SETBACK EE INSET A --�. } PROPOSED ADA S - 6 - SHEET C2 ° SIDEWALK RAMP EXISTING MANHOLE 5 -ti S - S - S _ � -• ,p� ?,,•�'� RIM= 350.69 \IL EXISTING 6" l S I F :.,---- -- -S -6 S_6 I - FL- 343.87 — SEWER LINE PROPOSED PRIVATE ST -- ST'li - - U T ST E ST S IRRIGATION LINE WITH EXISTING 1.5" WATER SERVICE SLEEVES UNDER Q CAPPED AT RIGHT -OF -WAY ' SIDEWALK - REFER PROPOSED TREE & TO IRRIGATION PLAN TREE GRATE (TYP.)t STOt FOR DETAILS ws`' "� F I C3 RLQ PARKIN �- UE W -8 �` PROPOSED "NO PARKING" S!GN `' 0 REMAI i; s� + . lie W -6 ±300 Lr r0 + rtr E L=rnrvr EXISTING , UE 8 r +3 SIDEWALK ylU iF'v i. _INE `` �' t u E H _ EXISTING UNDERGROUND UE _� EXISTING 1.5" WATER SERVICE EXISTING FiRE HYDRANT --- — -`" ELECTRICAL SERVICE UE W �-- —6 CAPPED AT RIGHT —OF —WAY Ue W-8 - ''`'-- --.,� UE "---- __,_„ $ PARKiNG ANALYSIS �w� NS?�GATE PROPER APARTMENTS `''--- --__ UE -""'-• --- y REQUIRED PARKING' ��""~- ~ - ---- -� ""`-- UE LIE 34 BEDROOMS 1.125 SPACES PER BEDROOM (NORTHGATE) 36.25 SPACES REQUIRED TOTAL LOT—�(�� (� COLLEGE STATION, BRAZOS COUNTY, TEXAS PROPOSED PARKING 7� j R r y 7- r• A TF PR O� . 1 2 HANDICAP SPACES p ADDITION 34 SPACES NOR 1 (- - � i TAUB /�DII. ITION FEBRUARY 2013 SCALE 1" =10' 36 TOTAL SPACES PROVIDED ( ��• �� • �� •1 1 � OWNER /DEVELOPER: ENGINEER. *ONE SPACE IS BEING. PROVIDED PER BEDROOM. 7 BONA FIDE ACQUISITIONS LLC SCHULTZ ENGINEERING, LLC. NO VISITOR PARKING IS BEING PROVIDED DUE TO THE COLLEGE STATION, TEXAS TOTAL- AREA: 0.76 ACRES 4400 OLD COLLEGE ROAD PO BOX 11995 AVAILABLE CITY PAID PARKING IN THE AREA. AN ADMINISTRATIVE ADJUSTMENT WAS GRANTED TO PARKING 1 BUILDING 26 ,803 B F BRYAN TEXAS 77801 COLLEGE STATION, TX 77842 SPACE REQUIREMENTS ON APRIL 9, 2013. 43 U NiTS A�`RE (979) 703 -8925 (979)764x-3900 •IUeuelusweall NORrP rTr- A TE .PR -PROPER Sc�LE SHEET A � A R I R TMENTS IT VERTICAL NIA WED FOR HORIZONTAL 1:1 LOTS 6--1 O, BL O CK 2, TA UBER ADDI T ON SHEE T 1 �._�� WE PLOTTING NOR THCA TE -- COLLEGE . STATION, RP�� (� � �7 ( 1:1 O � �$� P L I N � � FILE Ni 12 -209 * CULLtut 0 1i-�: jvl14 MAY 3 a N13 OW14Diinn T, i ` DEVEL®PMENIr SERVICES ��L �n t w PLAT FILED: L c4a�mGU°,ax. IS UM ENGINEERING G SURVEYED KERR EROSION & SEDIMENT CONTROL NOTES:, GENERAL NOTES 1. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY 1. THE CONTRACTOR SHAD. BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND CONSTRUCTION. UTILITIES, NOTIFICATION of THE U71UTY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. ALL SITE WORK CONSTRUCTION IS TO BE DONE IN CONFORMANCE WITH THE BRYAN /COLLEGE STATION 2012 STANDARD LEGEND DETAILS AND SPECIFICATIONS UNLESS OTHERWISE STATED IN THE PLANS. ALL CONSTRUCTION SHALL BE COORDINATED 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. WITH THE CITY ENGINEER'S OFFICE. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THiS PROJECT. 4. ALL UTILITY UNES (WATER, GAS, SANITARY SEWER, G.T.M. STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST EMT IS TO BE DRESSED WITH ADDtTiQNAL ROCK As NEEDED AND MAINTAINED SO As TO PREVENT AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & LINE TYPES 4. CONSTRUCTION E CONSTRUCTION TR FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. INDEPENDENT AGENCIES AND /OR ABOVE GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. S. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR150000 REQUIREMENTS FOR CONSTRUCTION 5. ELECTRICAL CONDUIT FOR PARKING LOT UGH71NO WILL BE SHOWN ON THE ELECTRICAL S17E PLAN. W -8 EXISTING WATER LINE, SiZE NOTED SITES. 6. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY CONSTRUCTION SHALL BE 6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT W -6 PROPOSED WATER LINE, SIZE NOTED ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL GROWTH iS ESTABLISHED. ALL EROSION CONTROL ORDINANCE THE R IZT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO JECT FIXTURE SHALL DIRECTLY MEASURES SHAD. " REMAiN IN PLACE UNTIL" ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS PROJECT LIGHT HOORIZONTALLY. FIXTURES WILL S E MOUNTED IN SUCH A MANNER THAT THE PROOJECTED CONE OF LIGHT COMPLETE AND 'THEN REMOVED BY CONTRACTOR. DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WiTH THIS SECTION WILL BE VERIFIED AT THE - w - w - EXISTING WATER SERVICE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. W W PROPOSED WATER SERVICE DEMOLITION -& CONSTRUCTION NOTES: B. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT 1. ALL CONSTRUCTION ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING SHAD_ BE WITHIN THE LIMITS OF DISTURBED ORDINANCE s -s S - 6 EXISTING SANITARY SEWER LINE, SIZE NOTED AREA SHOWN ON THIS PLAN. 9. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER, . AND SERVICE COMPONENTS, AND SIMILAR DEVICES, WETHER GROUND LEVEL, WALL. MOUNTED, OR ROOF MOUNTED, SHAU_ BE SCREENED S_8 PROPOSED SANITARY SEWER LINE, SIZE NOTED. 2 THE CONTRACTOR SHALL FIELD VERIFY AND LOCALE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. FROM VIEW FROM RIGHT -OF- -WAY. EXTERIOR SCREENING MATERIALS SHALL BE OPAQUE AND THE SAME AS 3. THE CONTRACTOR SHALL INSTAL_ ALL EROSION AND SEDIMENT CONTROL DEVICES. AS SHOWN, PRIOR TO COMMENCING PREDOMINANTLY USED ON THE EXTERIOR OF THE PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH S S DEMOLITION WORK. THE BUILDING ARCHITECTURE COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTAB METHODS OF EXISTING SANITARY SEWER SERVICE SCREENING VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WADS, PARTITION SCREENS, AND BRICK WALLS. 4. THE CONTRACTOR iS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. 10. PROPOSED SIGNS SHAD. BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. S S PROPOSED SANITARY SEWER SERVICE S. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD SURFACE. 11. THE FiRE SUPPRESSION LINE SHALL HAVE A LOCKABLE UD ON THE ISOLATION VALVE. THE LOCKABLE UD SHALL SUPPLY ST ST ST EXISTING STORM SEWER PIPING 6. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO THE SAME PROTECTION AS THE AMP OR USA, U-562 LOCKING UD, AT A MINIMUM. AN ALTERNATE LOCKABLE UD SHALL ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. BE APPROVED BY COLLEGE STATION UTiLITIES DIRECTOR OR DESIGNEE. PRIOR TO INSTALLATION. 12. THE CONSTRUCTION SHALL. COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY ST ST ST PROPOSED STORM SEWER PIPING 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE CONTRACTOR REQUIREMENTS. SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. 13. ALL ROOF- AND GROUND - MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT GAS GAS EXISTING NATURAL GAS LINE TO BE VISIBLE FROM A14Y PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DiSTRICT WITHIN 150 OF THE LOT, MEASURED FROM A SITE SPECIFIC .NOES: POIN FIVE FEET ABOVE THE GRADE. UE UE EXISTING UNDERGROUND ELECTRICAL LiNE 1. THE OWNER & DEVELOPER OF THE PROPERTY IS BONA FIDE ACQUISITIONS, U.C. THE SUBJECT LOTS 6 -10, BLOCK 2 OF THE TRE PLANTER N_ OTES:_ UE - LIE PROPOSED UNDERGROUND' ELECTRICAL LINE TAUBER ADDITION. THE PROPERTY IS ZONED NG-3, NORTHGATE RESIDENTIAL 1. TREES SHAD. BE PLANTED IN A MINIMUM 4' -5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH OF AT LEAST 4'. A 2. PROPOSED BUILDING IS 3 & 4 STORIES, TYPE VA- SPRINKLED. MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE• THiS WILL ONLY APPLY IN AREAS AE AE EXISTING AERIAL ELECTRICAL LINE WHERE THE SIDEWALK IS NOT STRUCTURAL. OTHERWISE CU SOIL MAY BE REQUIRED. 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RESIDENTIAL BUILDING IBC TYPE VA OF 26,603 SF IS 3,000 GALLONS PER MINUTE. THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW BY 50 s: (1.600 GPM). ONE FiRE HYDRANT 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: AE AE PROPOSED AERIAL ELECTRICAL LiNE IS REQUIRED. THE HYDRANT FLOW WILL BE PROVIDED BY EXISTING HYDRANTS. A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DiETERMiNATION AS TO ITS QUALITY. THE CITY 4. THE DENSITY IS 43.2 UNITS PER ACRES (33 UNITS AT 0.76 ACRES). RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL THAT DOES NOT MEET THE SPECIFICATIONS -T -T- EXISTING UNDERGROUND TELEPHONE OF TABLE 1 BELOW. S. THIS PROPERTY iS NOT WITHIN THE 100 -YR FLOODPLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY. TEXAS AND INCORPORATED AREAS, MAP NO. 48041COBOSE, EFFECTIVE MAY 16, 2012 B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL) SOILS SHALL BE MOVED TO -T - PROPOSED UNDERGROUND TELEPHONE NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF TABLE 1. S. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE STORMWATER COLLE071ON SYSTEM OF CHERRY STREET OR TAUBER STREET. DETENTION iS PROPOSED IN AN UNDERGROUND DETENTION FACILITY. C. BEFORE TOPSOIL IS PLACED. ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION SPECIFICATIONS. - - -- -- --284- -- --• -- - - EXISTING CONTOUR ELEVATION NOTED 7. DRAINAGE AND GRADING INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS. D. BEFORE THE 11ME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION iS COMPLETED, THE SUBSOIL SHALL BE S. THE DISTURBED AREA FOR THIS PROJECT IS 0.76 ACRES (33,106 5F). IN A LOOSE. FRIABLE CONDITION (LESS THAN 1400 kPo) TO A DEPTH OF 20" BELOW FINAL TOPSOIL_ 284 PROPOSED CONTOUR, ELEVATION NOTED INST E. 9. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRiOR TO C.O. SITE ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS PENETRABILITY STANDARDS ALL INSPE OF THE - - T ^ - __.. - _. _ _ _ EXISTING EASEMENT 10. TRAFFIC IMPACT ANALYSIS iS NOT REQUIRED. F. THE FINAL RESULTING TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE 1. IF EXISTING TOPSOIL FAILS IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND /OR IMPORT SOIL ACCORDING TO THE CITYS I I ® I M I M SILT FENCE 11. THE DETENTION AND DRAINAGE FACILITIES SHALL. BE CONSTRUCTED FIRST. RECOMMENDATIONS IN ORDER TO MEET LISTED REQUIREMENTS. 12. ACCESS SHALL BE PROVIDED AT ALL TIMES FOR CiTY INSPECTIONS, MAIL DELIVERY. GARBAGE PICK -UP. DIAL -A- RIDES, UTILITY. G. FOR TOPSOIL INSTALLATION SPREAD 2 -3" OF APPROVED TOPSOIL ON EXISTING SOIL. TILL ADDED SOIL WITH A ROTARY PROPOSED FENCE SCHOOL BUSES, AND OTHER HEALTH AND SAFETY-RELATED VEHICLES. ACCESS MUST NOT REQUIRE DRIVERS TO EXIT THEIR TILLER THAT IS SET TO A DEPTH OF 6 ". ADD AN ADDITIONAL 4" OF APPROVED TOPSOIL TO BRING THE AREA UP TO VEHICLE. GRADE. INLET 13. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THiS PROJECT, REFER TO UTILITY SHEET AND CSU ELECTRICAL DESIGN PLANS FOR DETAILS. TRAFFIC DIRECTION ARROW CSU ELECTRICAL CONTACT: CSU ELECTRIC PROJECT COORDINATOR CiTY OF COLLEGE STATION UTILITIES PH: 979 - 764 -6314 14. THE DUMPSTER ENCLOSURE SHALL BE 6' WOODEN PRIVACY FENCE W/ 2 - 12' DEEP X 24' CLEAR INTERIOR OPENINGS W TALL. THERE MAY NOT BE ANY OBSTRUCTION IN THE CENTER OF THE ENCLOSURE THAT WOULD KEEP SOLID WASTE SERVICES 6" Cone. Pvm't. g" Curb Cleanout DO Drain Una Perforated PVC RESERVED 12" 18" REFLECTIVE FINISH METAL 4" SIGN w /GeotextHe Wrap Irrigation Una (See irrigoUon Plan for Size) PARKING " 3 12 "x9" REFLECTIVE FINISH METAL. SIGN 6" r TOP - _ STEEL REINFORCING BARS STEEL GALVANIZED ST TUBE COW MN CONCRETE PAVEMENT SET IN CONCRETE FOOTING. PROVIDE 4 + v ,.• a' . :� . ". •' ;, .: GALVANIZED STEEL CAP WELDED TO 4 •: ' �' - OF TUBE. PAINT TUBE AND CAP. .:: ........... A g TREE GRATE DETAIL W (Minimum) 6" Varies 6' Grate From w/ Brick Paver SIdev aik Cone. Anchor (typ) Tree Grote (See Detail) (Neenah JR -8713 ' . y4 „R o a� ,,. . rCtJ'S1fitfCZtiRAi : • 5" Con w/ SOIL ^.By A►it7tEl];,' #4 m 12" O.C.E.W. �' .,Tiac:,oR•EUtrrvrar�er °•`: Stob. Subgrade :; :: 0ro�n • :, Undisturbed Earth (typ) - - inIgotlon Pipe (sch. 40) ;a w /3" PVC Sleeve Undisturbed (See Plan for Slzez) Earth (typ) I1 X I I l 6" LIME STABILIZED SUBGRADE 1 I NOTES, 6" V OUTSIDE THE EDGE OF PAVEMENT) 3" ! L 3� 1. ALL CHARACTERS MUST BE 60" MINIMUM ABOVE GRADE OR SIDEWALK * X =5" OR 6" AS SHOWN ON THE PAVEMENT PLAN * 6" PAVEMENT - USE #4 BARS 0 18" O.C.E.W. ADA SIGN DETAIL * 5" PAVEMENT - USE #4 REBAR ® 18" O.C.E.W. N.T.S. TYPICAL CONCRETE P AVING SECTION 4 PVC Perforated the Fabric 6" La r of 15 mil Moisture Barrier Wrapped in G approved equal) la " as Manufactured b Stage Industries I II LEX -Drain or approved aqua}) 3/8 Pea Grovel or approved equal) 9 S yr SECTION A- A "'t 4 X 18" SMOOTH EXPANSION DOWELS CURB D ETAI FROM SHIFTING THE CONTAINER OVER. ANGLE THE CONTAINER SO THAT IT WILL NOT HIT THE GATE ON THE RIGHT. THE NOTE: DUMPSI ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEMENT. THE PROPERTY OWNER ALL WHEEL STOPS SHALL BE CONCRETE IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. 15, THE LEFT DUMPSTER GATE SHALL OPEN 18W & THE RIGHT DUMPSTER GATE SHALL OPEN A MINIMUM OF 90. "" 6.-0. 16.A KNOX BOX SECURITY KEY SYSTEM SHALL BE LOCATED ON THE BUILDING, A KNOX BOX SWITCH ON EACH GATE'& KNOX CAPS ON THE FDC. 17. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE UD ON THE ISOLATION VALVE, THE LOCKABLE UD SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING UD AT MINIMUM. AN ALTERNATE LOCKABLE UD SHALL BE APPROVED MIN. 20' SPACING O BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. r- - -GRATE OPENING PREF. 36' 1 i' 12" 1 � IOt�rATl� PAt1l W t�ft.Y 1. SIGN $HA L COMPLY WITH THE CoCS FiRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL. N TS. CU- STRUCTURAL SO1LTm TREE PLANTER DETAIL - B N.T.S. LONGITUDINAL SECTION Stab. Subgrade 4" PVC Perforated Underdroin Wrapped in Geotextile Fabric (FLEX -Drain or approved equal) 5' (Minimum) Varies 6" L Brick Paver Sidev aik (See Detail) I t0- ttT=RN; o 5" Conc. w/ 1Nr. " R QuNALE ' .�. �ING QR•EQt)IVAt:EN'F..: #4 O 12" O.C. Undisturbed t .:.. Earth (typ) Irrigation Pipe (sch. 40) w /3" PVC Sleeve Undisturbed (See Plan for Slzez) Earth (typ) 8" Layer of 15 mll Moisture Barrier 3/8" Pao Gravel (as Manufactured by Stage Industries or approved equal) SECTION B---B `` 9" VtTHEEL STOP DETAIL PROPOSED 15' PUE BY SEPARATE REVIEWED FOR INSTRUMENT " WATER SERVICE s 4 7*39'23" E 88.00' " " S 4T50'19 E 59 MAY 3 0 2013 S 4T53b2 E 81.42 S 4T4T50 E H0.00 " vv�� vv `��'vvv v vvvvv�, v `'��'vvvv vvvv�, w� v�'`✓v�iv vv�vv vvvvvv vvvvv CULi.L�zc -� vvvvvvv � �.V�'vvv v vv vvv�v vv vvvv� DEVELOPME T SERVICES I 1 PLAT FILED: r.72" DOMESTIC WATER METER °' (- i a , d TREE NVELL DETAIL 1r) I N - T S � cc PROPOSED PUE AND ACCESS EASEMENT LINE FIRE LANE MARKINGS 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WiTH FOUR INCH (4") WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE ". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. 2. A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES (18") IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES HIGH, WiTH A COMPANION SIGN TWELVE INCHES (12") WIDE AND SIX INCHES (6") HIGH STATING "TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. 1 CITY COMMENT REVISION DLD 05/14/13 MARK REVISION BY DATE 1 1 I 2" TEE I w o ' 6" ISOLATION 1.5" WATER LINE r I u LOT 10 w LOT 8 GATE VALVE a o 1" IRRIGATION METER BLOCK 2 BLOCK 2 w -- -- - & REMAINDER OF o " a 2" TAPPING SADDLE M �-- ---- -- I ' LOT 9 BLOCK 2 a & PORTION OF LOT 7 z ;+ LOT 9, BLOCK 2 w °J PROPOSED I tr BLOCK 2 M IRRIGATION LINE RIGHT OF -WAY UNE z �+ :' LOT 6 M c D BLOCK 2 z) z I PROPOSED VARIABLE WIDTH PUBLIC UTILITY I AND ACCESS EASEMENT - 2" WATER LINE N 40 -43 .35 8 BY SEPARATE PROPOSED PUE g.8z INSTRUMENT 1 ■ . THE SEAL APPEARING ON THIS l �. E n r o s e !) i'°+1 ' LL DOCUMENT WAS AUTHORIZED BY I V ! 1 ii JOSEPH P. SCHULTZ, P.E., LICENSE 2730 , Lon mire Suite A NO. 65889 ON MAY 15, 2013. Long mire, College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12 -204 'MAY 2013 SPECIFY MIN. CLEARANCE OF TRUNK -«- -- -TREE GRATE #5 BARS VIEW ( 4 " ' POURED-IN-PLACE CONCRETE N u� N � � � RAIN PIP �� 5" � h� 10" --•� D AGE E TIED TO STORM SEWER CROSS SECTION END ViEW ---#3 BARS ;SPARED SUBGRADE 4 . I f I� "i 4 " I W -4" -- ---�-; 4" Imo• N 404 6 0- 51 PROPERTY DESCRIPTION 30 15 0 30 SCALE IN FEET N.T.S 30" MIM.--� 6" 1:�730" MIN. + -15" 36 "-4 BIDE RACK DETAIL N.T.S. (27) STEEL SLATS 1/2" x 2" SOLID ARE FORMED FROM STEEL BAR, WELDED Y4 "xt XZ" SOLID STEEL AND GROUND BRICK PAVERS 6 " WiDE CURB SEAT MEMBERS FOR EDGING 1" THICK SAND BED 5" THICK CONCRETE -.- #3 REBAR (6" FOR DRIVEWAYS) CLEARANCE 18" O.C.E.W BRICK DIMENSIONS: FOR 1 /2" 7 1 31f6" x 3 %" x 2 " OTES: ANCHOR BOLTS 1. MODEL: STEELSITES SERIES #RB -28 BY VICTOR STANLEY INC. OR PRE - APPROVED EQUIVALENT. LENGTH: 6 -FT 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER - COATED WITH POLYESTER POWDER COATINGS. 3. ALL WELDS SHALL BE POLISHED UN11L THEY DISAPPEAR, FORMING A CONTINUOUS SURFACE. 4. BENCHED SHALL BE INSTALLED ON A 4" THICK CONCRETE PAD. SIDEWALK BENCH DETAIL N.T.S N.T.S. - 108" 6" AT EACH END 5" 3 6 y ' 7" r; r PATTERN: RUNNER BOND NOTES: 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETE SHALL HAVE A 28 -DAY STRENGTH OF 3500 PSI BRICK PAVER DETAIL N.T.S 'GRATE HALVES BOLTED Om I W/ (2) �-13x3 / /Gl�ilri�ll • 1. 4" MIN CAUPER TREE. 2. TREE GRATE - SEE >t • 1_ 3. BRICK PAVERS SEE DETAIL 1. .0 ,• • D•- -• •D s • 5. STREET TREE • 2. MATERIAL SHALL BE CAST "• 80 ILrl 13Y ASTM • - EQUIVAI ENT • • 1 • APPRO BY THE D •' TME GRATE D ETAIL TREE PLANTER DETAIL - N.T.S N.T.S SCALE VERTICAL N/A . TE LA N HORIZONTAL N/A JJ HEL' T 2 OF 2 _- -- --- PLOTTING SCALE: 1:1 " E W D F-0 JAMB tt ' r t, oMpo r FILE NAME: 12 -204 i i MA 3 0 2313 OOL,L"EG S` NJI O� , EN GINEERING ITIF i A g TREE GRATE DETAIL W (Minimum) 6" Varies 6' Grate From w/ Brick Paver SIdev aik Cone. Anchor (typ) Tree Grote (See Detail) (Neenah JR -8713 ' . y4 „R o a� ,,. . rCtJ'S1fitfCZtiRAi : • 5" Con w/ SOIL ^.By A►it7tEl];,' #4 m 12" O.C.E.W. �' .,Tiac:,oR•EUtrrvrar�er °•`: Stob. Subgrade :; :: 0ro�n • :, Undisturbed Earth (typ) - - inIgotlon Pipe (sch. 40) ;a w /3" PVC Sleeve Undisturbed (See Plan for Slzez) Earth (typ) I1 X I I l 6" LIME STABILIZED SUBGRADE 1 I NOTES, 6" V OUTSIDE THE EDGE OF PAVEMENT) 3" ! L 3� 1. ALL CHARACTERS MUST BE 60" MINIMUM ABOVE GRADE OR SIDEWALK * X =5" OR 6" AS SHOWN ON THE PAVEMENT PLAN * 6" PAVEMENT - USE #4 BARS 0 18" O.C.E.W. ADA SIGN DETAIL * 5" PAVEMENT - USE #4 REBAR ® 18" O.C.E.W. N.T.S. TYPICAL CONCRETE P AVING SECTION 4 PVC Perforated the Fabric 6" La r of 15 mil Moisture Barrier Wrapped in G approved equal) la " as Manufactured b Stage Industries I II LEX -Drain or approved aqua}) 3/8 Pea Grovel or approved equal) 9 S yr SECTION A- A "'t 4 X 18" SMOOTH EXPANSION DOWELS CURB D ETAI FROM SHIFTING THE CONTAINER OVER. ANGLE THE CONTAINER SO THAT IT WILL NOT HIT THE GATE ON THE RIGHT. THE NOTE: DUMPSI ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEMENT. THE PROPERTY OWNER ALL WHEEL STOPS SHALL BE CONCRETE IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. 15, THE LEFT DUMPSTER GATE SHALL OPEN 18W & THE RIGHT DUMPSTER GATE SHALL OPEN A MINIMUM OF 90. "" 6.-0. 16.A KNOX BOX SECURITY KEY SYSTEM SHALL BE LOCATED ON THE BUILDING, A KNOX BOX SWITCH ON EACH GATE'& KNOX CAPS ON THE FDC. 17. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE UD ON THE ISOLATION VALVE, THE LOCKABLE UD SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING UD AT MINIMUM. AN ALTERNATE LOCKABLE UD SHALL BE APPROVED MIN. 20' SPACING O BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. r- - -GRATE OPENING PREF. 36' 1 i' 12" 1 � IOt�rATl� PAt1l W t�ft.Y 1. SIGN $HA L COMPLY WITH THE CoCS FiRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL. N TS. CU- STRUCTURAL SO1LTm TREE PLANTER DETAIL - B N.T.S. LONGITUDINAL SECTION Stab. Subgrade 4" PVC Perforated Underdroin Wrapped in Geotextile Fabric (FLEX -Drain or approved equal) 5' (Minimum) Varies 6" L Brick Paver Sidev aik (See Detail) I t0- ttT=RN; o 5" Conc. w/ 1Nr. " R QuNALE ' .�. �ING QR•EQt)IVAt:EN'F..: #4 O 12" O.C. Undisturbed t .:.. Earth (typ) Irrigation Pipe (sch. 40) w /3" PVC Sleeve Undisturbed (See Plan for Slzez) Earth (typ) 8" Layer of 15 mll Moisture Barrier 3/8" Pao Gravel (as Manufactured by Stage Industries or approved equal) SECTION B---B `` 9" VtTHEEL STOP DETAIL PROPOSED 15' PUE BY SEPARATE REVIEWED FOR INSTRUMENT " WATER SERVICE s 4 7*39'23" E 88.00' " " S 4T50'19 E 59 MAY 3 0 2013 S 4T53b2 E 81.42 S 4T4T50 E H0.00 " vv�� vv `��'vvv v vvvvv�, v `'��'vvvv vvvv�, w� v�'`✓v�iv vv�vv vvvvvv vvvvv CULi.L�zc -� vvvvvvv � �.V�'vvv v vv vvv�v vv vvvv� DEVELOPME T SERVICES I 1 PLAT FILED: r.72" DOMESTIC WATER METER °' (- i a , d TREE NVELL DETAIL 1r) I N - T S � cc PROPOSED PUE AND ACCESS EASEMENT LINE FIRE LANE MARKINGS 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WiTH FOUR INCH (4") WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE ". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. 2. A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES (18") IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES HIGH, WiTH A COMPANION SIGN TWELVE INCHES (12") WIDE AND SIX INCHES (6") HIGH STATING "TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. 1 CITY COMMENT REVISION DLD 05/14/13 MARK REVISION BY DATE 1 1 I 2" TEE I w o ' 6" ISOLATION 1.5" WATER LINE r I u LOT 10 w LOT 8 GATE VALVE a o 1" IRRIGATION METER BLOCK 2 BLOCK 2 w -- -- - & REMAINDER OF o " a 2" TAPPING SADDLE M �-- ---- -- I ' LOT 9 BLOCK 2 a & PORTION OF LOT 7 z ;+ LOT 9, BLOCK 2 w °J PROPOSED I tr BLOCK 2 M IRRIGATION LINE RIGHT OF -WAY UNE z �+ :' LOT 6 M c D BLOCK 2 z) z I PROPOSED VARIABLE WIDTH PUBLIC UTILITY I AND ACCESS EASEMENT - 2" WATER LINE N 40 -43 .35 8 BY SEPARATE PROPOSED PUE g.8z INSTRUMENT 1 ■ . THE SEAL APPEARING ON THIS l �. E n r o s e !) i'°+1 ' LL DOCUMENT WAS AUTHORIZED BY I V ! 1 ii JOSEPH P. SCHULTZ, P.E., LICENSE 2730 , Lon mire Suite A NO. 65889 ON MAY 15, 2013. Long mire, College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12 -204 'MAY 2013 SPECIFY MIN. CLEARANCE OF TRUNK -«- -- -TREE GRATE #5 BARS VIEW ( 4 " ' POURED-IN-PLACE CONCRETE N u� N � � � RAIN PIP �� 5" � h� 10" --•� D AGE E TIED TO STORM SEWER CROSS SECTION END ViEW ---#3 BARS ;SPARED SUBGRADE 4 . I f I� "i 4 " I W -4" -- ---�-; 4" Imo• N 404 6 0- 51 PROPERTY DESCRIPTION 30 15 0 30 SCALE IN FEET N.T.S 30" MIM.--� 6" 1:�730" MIN. + -15" 36 "-4 BIDE RACK DETAIL N.T.S. (27) STEEL SLATS 1/2" x 2" SOLID ARE FORMED FROM STEEL BAR, WELDED Y4 "xt XZ" SOLID STEEL AND GROUND BRICK PAVERS 6 " WiDE CURB SEAT MEMBERS FOR EDGING 1" THICK SAND BED 5" THICK CONCRETE -.- #3 REBAR (6" FOR DRIVEWAYS) CLEARANCE 18" O.C.E.W BRICK DIMENSIONS: FOR 1 /2" 7 1 31f6" x 3 %" x 2 " OTES: ANCHOR BOLTS 1. MODEL: STEELSITES SERIES #RB -28 BY VICTOR STANLEY INC. OR PRE - APPROVED EQUIVALENT. LENGTH: 6 -FT 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER - COATED WITH POLYESTER POWDER COATINGS. 3. ALL WELDS SHALL BE POLISHED UN11L THEY DISAPPEAR, FORMING A CONTINUOUS SURFACE. 4. BENCHED SHALL BE INSTALLED ON A 4" THICK CONCRETE PAD. SIDEWALK BENCH DETAIL N.T.S N.T.S. - 108" 6" AT EACH END 5" 3 6 y ' 7" r; r PATTERN: RUNNER BOND NOTES: 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETE SHALL HAVE A 28 -DAY STRENGTH OF 3500 PSI BRICK PAVER DETAIL N.T.S 'GRATE HALVES BOLTED Om I W/ (2) �-13x3 / /Gl�ilri�ll • 1. 4" MIN CAUPER TREE. 2. TREE GRATE - SEE >t • 1_ 3. BRICK PAVERS SEE DETAIL 1. .0 ,• • D•- -• •D s • 5. STREET TREE • 2. MATERIAL SHALL BE CAST "• 80 ILrl 13Y ASTM • - EQUIVAI ENT • • 1 • APPRO BY THE D •' TME GRATE D ETAIL TREE PLANTER DETAIL - N.T.S N.T.S SCALE VERTICAL N/A . TE LA N HORIZONTAL N/A JJ HEL' T 2 OF 2 _- -- --- PLOTTING SCALE: 1:1 " E W D F-0 JAMB tt ' r t, oMpo r FILE NAME: 12 -204 i i MA 3 0 2313 OOL,L"EG S` NJI O� , EN GINEERING 1 1 I 2" TEE I w o ' 6" ISOLATION 1.5" WATER LINE r I u LOT 10 w LOT 8 GATE VALVE a o 1" IRRIGATION METER BLOCK 2 BLOCK 2 w -- -- - & REMAINDER OF o " a 2" TAPPING SADDLE M �-- ---- -- I ' LOT 9 BLOCK 2 a & PORTION OF LOT 7 z ;+ LOT 9, BLOCK 2 w °J PROPOSED I tr BLOCK 2 M IRRIGATION LINE RIGHT OF -WAY UNE z �+ :' LOT 6 M c D BLOCK 2 z) z I PROPOSED VARIABLE WIDTH PUBLIC UTILITY I AND ACCESS EASEMENT - 2" WATER LINE N 40 -43 .35 8 BY SEPARATE PROPOSED PUE g.8z INSTRUMENT 1 ■ . THE SEAL APPEARING ON THIS l �. E n r o s e !) i'°+1 ' LL DOCUMENT WAS AUTHORIZED BY I V ! 1 ii JOSEPH P. SCHULTZ, P.E., LICENSE 2730 , Lon mire Suite A NO. 65889 ON MAY 15, 2013. Long mire, College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12 -204 'MAY 2013 SPECIFY MIN. CLEARANCE OF TRUNK -«- -- -TREE GRATE #5 BARS VIEW ( 4 " ' POURED-IN-PLACE CONCRETE N u� N � � � RAIN PIP �� 5" � h� 10" --•� D AGE E TIED TO STORM SEWER CROSS SECTION END ViEW ---#3 BARS ;SPARED SUBGRADE 4 . I f I� "i 4 " I W -4" -- ---�-; 4" Imo• N 404 6 0- 51 PROPERTY DESCRIPTION 30 15 0 30 SCALE IN FEET N.T.S 30" MIM.--� 6" 1:�730" MIN. + -15" 36 "-4 BIDE RACK DETAIL N.T.S. (27) STEEL SLATS 1/2" x 2" SOLID ARE FORMED FROM STEEL BAR, WELDED Y4 "xt XZ" SOLID STEEL AND GROUND BRICK PAVERS 6 " WiDE CURB SEAT MEMBERS FOR EDGING 1" THICK SAND BED 5" THICK CONCRETE -.- #3 REBAR (6" FOR DRIVEWAYS) CLEARANCE 18" O.C.E.W BRICK DIMENSIONS: FOR 1 /2" 7 1 31f6" x 3 %" x 2 " OTES: ANCHOR BOLTS 1. MODEL: STEELSITES SERIES #RB -28 BY VICTOR STANLEY INC. OR PRE - APPROVED EQUIVALENT. LENGTH: 6 -FT 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER - COATED WITH POLYESTER POWDER COATINGS. 3. ALL WELDS SHALL BE POLISHED UN11L THEY DISAPPEAR, FORMING A CONTINUOUS SURFACE. 4. BENCHED SHALL BE INSTALLED ON A 4" THICK CONCRETE PAD. SIDEWALK BENCH DETAIL N.T.S N.T.S. - 108" 6" AT EACH END 5" 3 6 y ' 7" r; r PATTERN: RUNNER BOND NOTES: 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETE SHALL HAVE A 28 -DAY STRENGTH OF 3500 PSI BRICK PAVER DETAIL N.T.S 'GRATE HALVES BOLTED Om I W/ (2) �-13x3 / /Gl�ilri�ll • 1. 4" MIN CAUPER TREE. 2. TREE GRATE - SEE >t • 1_ 3. BRICK PAVERS SEE DETAIL 1. .0 ,• • D•- -• •D s • 5. STREET TREE • 2. MATERIAL SHALL BE CAST "• 80 ILrl 13Y ASTM • - EQUIVAI ENT • • 1 • APPRO BY THE D •' TME GRATE D ETAIL TREE PLANTER DETAIL - N.T.S N.T.S SCALE VERTICAL N/A . TE LA N HORIZONTAL N/A JJ HEL' T 2 OF 2 _- -- --- PLOTTING SCALE: 1:1 " E W D F-0 JAMB tt ' r t, oMpo r FILE NAME: 12 -204 i i MA 3 0 2313 OOL,L"EG S` NJI O� , EN GINEERING SPECIFY MIN. CLEARANCE OF TRUNK -«- -- -TREE GRATE #5 BARS VIEW ( 4 " ' POURED-IN-PLACE CONCRETE N u� N � � � RAIN PIP �� 5" � h� 10" --•� D AGE E TIED TO STORM SEWER CROSS SECTION END ViEW ---#3 BARS ;SPARED SUBGRADE 4 . I f I� "i 4 " I W -4" -- ---�-; 4" Imo• N 404 6 0- 51 PROPERTY DESCRIPTION 30 15 0 30 SCALE IN FEET N.T.S 30" MIM.--� 6" 1:�730" MIN. + -15" 36 "-4 BIDE RACK DETAIL N.T.S. (27) STEEL SLATS 1/2" x 2" SOLID ARE FORMED FROM STEEL BAR, WELDED Y4 "xt XZ" SOLID STEEL AND GROUND BRICK PAVERS 6 " WiDE CURB SEAT MEMBERS FOR EDGING 1" THICK SAND BED 5" THICK CONCRETE -.- #3 REBAR (6" FOR DRIVEWAYS) CLEARANCE 18" O.C.E.W BRICK DIMENSIONS: FOR 1 /2" 7 1 31f6" x 3 %" x 2 " OTES: ANCHOR BOLTS 1. MODEL: STEELSITES SERIES #RB -28 BY VICTOR STANLEY INC. OR PRE - APPROVED EQUIVALENT. LENGTH: 6 -FT 2. ALL SURFACES SHALL BE ELECTROSTATICALLY POWDER - COATED WITH POLYESTER POWDER COATINGS. 3. ALL WELDS SHALL BE POLISHED UN11L THEY DISAPPEAR, FORMING A CONTINUOUS SURFACE. 4. BENCHED SHALL BE INSTALLED ON A 4" THICK CONCRETE PAD. SIDEWALK BENCH DETAIL N.T.S N.T.S. - 108" 6" AT EACH END 5" 3 6 y ' 7" r; r PATTERN: RUNNER BOND NOTES: 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETE SHALL HAVE A 28 -DAY STRENGTH OF 3500 PSI BRICK PAVER DETAIL N.T.S 'GRATE HALVES BOLTED Om I W/ (2) �-13x3 / /Gl�ilri�ll • 1. 4" MIN CAUPER TREE. 2. TREE GRATE - SEE >t • 1_ 3. BRICK PAVERS SEE DETAIL 1. .0 ,• • D•- -• •D s • 5. STREET TREE • 2. MATERIAL SHALL BE CAST "• 80 ILrl 13Y ASTM • - EQUIVAI ENT • • 1 • APPRO BY THE D •' TME GRATE D ETAIL TREE PLANTER DETAIL - N.T.S N.T.S SCALE VERTICAL N/A . TE LA N HORIZONTAL N/A JJ HEL' T 2 OF 2 _- -- --- PLOTTING SCALE: 1:1 " E W D F-0 JAMB tt ' r t, oMpo r FILE NAME: 12 -204 i i MA 3 0 2313 OOL,L"EG S` NJI O� , EN GINEERING N.T.S N.T.S SCALE VERTICAL N/A . TE LA N HORIZONTAL N/A JJ HEL' T 2 OF 2 _- -- --- PLOTTING SCALE: 1:1 " E W D F-0 JAMB tt ' r t, oMpo r FILE NAME: 12 -204 i i MA 3 0 2313 OOL,L"EG S` NJI O� , EN GINEERING y � a U y p� F N � � 9 3 /$`N l Iy� vl R 2 o � i/] i N ��U ��J ��U w m p'w fee a K 2 E :g ��&€� g�Ep �e4 RR BS'sgsg �Be4E53Q3 �'cE¢8 €�d&��s5$R 3kS' U J J MATERIALS SAMPLE (PICTURES) Project: Tauber Street Apartments (SP) — 13-00900037 ARCHITECT: TED TROUT ARCHITECT & ASSOCIATES, LTD. 6363 WOODWAY SUITE 500 HOUSTON, TEXAS 77057 (713) 266-7887 713 266-7948 FAX COLLEGE STATION, -TEXAS OWNER: BONA FIDE ACQUISITIONS 4400 OLD COLLEGE ROAD BRYAN, TEXAS 77801 PHONE (979) 703-8925 FAX PROJECT NUMBER .1229 06 26.2013 DRAWINGS: Ica [WrUtu : (Cerra SMLCBJiw.: (OWJ COVER SHEET A3.1 BUILDING PLANS: GROUND & SECOND FLOORS S8.30 UPLIFT DETAILS A3.2 BUILDING PLANS: THIRD & FOURTH FLOORS S8.40 FLOOR FRAMING DETAILS CIVL: A3.3 BUILDING ROOF PLAN S8.50 ROOF FRAMING DETAILS A3.4 BUILDING EXTERIOR ELEVATIONS S8.51 ROOF FRAMING DETAILS COVER SHEET v� �fl aq _ s 5 = N < , R' A3.5 BUILDING ENLARGED PLAN: GROUND FLOOR PLAN gui ,�xs r C1 SITE PLAN -SHEET 1 OF 2 A3.6 BUILDING ENLARGED PLAN: SECOND FLOOR PLAN S9.01 1-STORY ANCHORAGE ELEVATIONS aq.: SCHULTZ ENGINEERING, LLC� ` `°` ` `�� ryE S.=.i4' el 5 = & Y t LY5'! r=' _'S'STRUCTURAL: SCA CONSULTING ENGINEERS C2 SITE PLAN -SHEET 2 OF 2 A3.7 BUILDING ENLARGED PLAN: THIRD FLOOR PLAN_ _ y��c S9.02 1-STORY ANCHORAGE ELEVATIONS PO BOX 11995 r55 �r� ryaF= `' `� 5r� s_ Y C3 DEMOLITION PLAN ' S9.03 ATS HOLDDOWN SYSTEM DETAILS 12511 EMILY COURT y A3.8 BUILDING ENLARGED I LAN: FOURTH FLOOR PLAN �5 E C4 EROSION & SEDIMENT CONTROL PLANCOLLEGE STATION, TEXAS 77842 SUGARLAND, TEXAS 77478 s=5 z °' "' ° ,ogmum Y fl F s9.o4 ATS HOLDDOWN SYSTEM ,"fir : �,�=s E •-x. p �._ -err s -+. �t 5-.5 `.=,`s= t o = „�.�''_�5�� x `" �'C5 GRADING PLAN4 PHONE (979) 764-3900 PHONE (713) 779-7252f�, E5 ° = fl= �F��t, s9.05 SHEAR wAll SCHEDULE & DEr�ls _� k C6 GRADING DETAILS 5 _ FAX (979)-764-3910 FAX (713) 779-1173 ` s °_ € Fr,r `��''` 3fl5 s= s ._- 3 a`.�5t --=a r x�. a = C m u== = i =i- ...r �•_ ,5, �F= s C7 PAVEMENT PLAN A10.1 BUILDING SECTION M, E p o �/ w RA I MOND E �' _ `�' a .x� ,� ..:.. �.. .;�..��°�� ,� C8 UTILIT( PLAN A10.2 BUILDING SECTION THROUGH MAIN ENTRY W • ENGINEERING LANDSCAPING: fl� ��5 ,_ - 5 ,F C9 DRAINAGE PLAN A11.1 STAIR 1 & 2 PLANS WITH ELEVATION n. a ` 5 M-1.1 MECHANICAL SITE PLAN w� 32938 TAMINA RD., SUITE 101 ;�s F� ;5�_t C10 TRAFFIC CONTROL PLAN Al.2 STAIR SECTIONS &DETAILS M-1.2 MECHANICAL SPECIFICATIONS W �� s r 3 "- LU Q u= MAGNOLIA, TEXAS 77354 � `� `� ��-� �� _� � �`��;'-- ° ��= 5 �. � � � � � �� "'�'"�` �� `' s HT, M-2 MECHANICAL PLANS - UNITS 1A, 1A-HC, 1B, 1Ba _ o S PHONE (281) 440-7211 '3 Y5 =55`t� Al2.1 WALL SECTIONS & DETAILS: TENANT SEPARATION WALLS M-3 MECHANICAL v �� ; L1 LANDSCAPE PLAN PLANS -UNITS 1 C, 1 D, 1 DS u o` a;7r s z ,aa�fsf.E r-•5a. ° .-F i�.. i FAX 2$1) 766-1977 '° >• �t • ~ ' °° �.-. _. ` �` M �_ '._ _,�....•��•r: ` � ` x Al2.2 WALL SECTIONS &DETAILS: EXTERIOR WALLS &BALCONIES M-4 MECHANICAL PLANS -UNITS 1 E, 2A FIG. SW STANDARD SIDEWALK DETAILS Al2.3 DOOR & WINDOW SECTION DETAILS AND WEATHER TREATMENTS FIG. ST STANDARD STREET DETAILS Al2.4 FLAT ROOF & PARAPET DETAILS E-1.1 ELECTRICAL SITE PLAN FIG. W1 STANDARD WATER DETAILS 1 OF 2 Al2.5 FLAT ROOF FLASHING & ROOF DRAINAGE DETAILS E-1.2 ELECTRICAL SPECIFICATIONS ISSUES & REVISIONS: FIG. W2 STANDARD WATER DETAILS 2 OF 2 Al2.6 ROOF HATCH & LADDE R DETAILS &SECTIONS E-Z ELECTRICAL PLANS - UNITS 1A, to-HC, 1B, 113a FIG. W3 STANDARD SEWER DETAILS DATE ISSUE Al2.7 WATERPROOFING DETAILS E-3 ELECTRICAL PLANS - UNITS 1C, 1D, IDS Al2.8 WATERPROOFING DETAILS E-4 ELECTRICAL PLANS - UNITS 1E, 2A - 05.29.13 ISSUED FOR PERMIT AR : E-5 ELECTRICAL PLANS -BUILDING - 1ST & 2ND FOOR 06.26.2013 CITY COMMENTS SIRUCttRAL E-6 ELECTRICAL PLANS - BUILDING - 3RD/4TH FlOOR & ROOF AO.O ARCHITECTURAL SITE PLAN E-7 ELECTRICAL CALCS -BLDG CALCS &ONE LINE DIAGRAM AO.1 CHTTECTURAL SITE PLAN DETAILS SO.00 COVER SHEET AO.2 PROJECT ABBREVIATIONS, SYMBOLS AND GENERAL NOTES S0.01 GENERAL SPECIFICATIONS P-1.1 PLUMBING LAYOUT: SITE PLAN AO.3 CODE ANALYSIS AND FIRE PROTECTION DATA SO.02 COMPONENTS AND CLADDING P-1.2 PLUMBING SPECIFICATIONS v AO.3a FIRE PROTECTION DATA (CONT'D) SO.03 GENERAL SPECIFICATIONS P-2 PLUMBING LAYOUT - UNITS 1A, 1A-HC, 1B, 18a AO.3b FIRE PROTECTION DATA (CONT'D) P-3 PLUMBING LAYOUT - UNITS 1C, 1 D, 1 DS AO.3c FIRE PROTECTION DATA (CONT'D) S1.01 FOUNDATION PLAN P-4 PLUMBING LAYOUT - UNITS 1E & 2A A0.4a ACCESSIBILITY STANDARDS P-5.1 PLUMBING LAYOUT - BLDG. - 1ST & 2ND FI SANITARY SEWER AO.4b FAIR HOUSING ACCESSIBILITY STANDARDS S2.01 PT & BEAM CABLE PLAN P-5.2 PLUMBING LAYOUT - BLDG. - 3RD & 4TH Fl SANITARY SEWER A0.4c FAIR HOUSING ACCESSIBILITY _STANDARDS P-6.1 PLUMBING LAYOUT - BLDG. - 1ST -& 2ND A DOMESTIC SEWER A0.4d TEXAS ACCESSIBILITY STANDARDS S3.01 1ST & 2ND FLOOR STUD LAYOUT PLAN P-6.2 PLUMBING LAYOUT - BLDG. - 3RD & 4TH A DOMESTIC SEWER A0.4e TEXAS ACCESSIBILITY STANDARDS S3.02 3RD & 4TH FLOOR STUD LAYOUT PLAN P-7 PLUMBING RISERS A0.4f TEXAS ACCESSIBILITY STANDARDS P-8 PLUMBING RISERS A0.49 TEXAS ACCESSIBILITY STANDARDS S4.01 2ND FLOOR FRAMING PLAN AO.5 WALL TYPES S4.02 3RD FLOOR FRAMING PLAN tl AO.6 ACOUSTICAL DETAILS S4.03 4TH FLOOR FRAMING PLAN 0 A1.0 DOOR & WINDOW TYPES & SCHEDULES S5.01 1ST & 2ND FLOOR BRACING PLANS & ROOM FINISH SCHEDULE S5.02 3RD & 4TH FLOOR BRACING PLANS A1.1 UNIT 1A & 1A-HC: FLOOR PLANS & INTERIOR ELEVATIONS A1.2 UNIT 18 & 1 Ba: FLOOR PLANS & INTERIOR ELEVATIONS S6.01 ROOF FRAMING PLAN A1.3 UNIT 1C: FLOOR PLANS & INTERIOR ELEVATIONS A1.4 UNIT 1 D: FLOOR PLANS & INTERIOR ELEVATIONS 0 A1.5 UNIT 1 DS: FLOOR PLANS & INTERIOR ELEVATIONS S7.02 FOUNDATION DETAILS 1 A1.6 UNIT 1 E: FLOOR PLANS & INTERIOR ELEVATIONS A1.7 UNIT 2A: FLOOR PLANS & INTERIOR ELEVATIONS S8.01 TYPICAL G.T. UPLIFT DETAILS UPLIFTS8.02 TYPICAL G.T. DETAILS S8.20 TYPICAL FRAMING DETAILS i - S8.21 TYPICAL FRAMING DETAILS Z C S =• a=' ST.0 ii:5 YZi.x=�[ 2 ��F t PROPOSE1 PRIVATE I - __ P E __\ s A ART _\4 T StTE� UTILITY, PAVEMENT t__\4PROVEIVIENTs, PUBLIC SIDEWALK IMPROVEMENTS VICINITY MAP x LOCAnM �o N J NOT TO SCALE OWNER/DEVELOPER: BONA FIDE ACQUISITIONS, LLC 4400 OLD COLLEGE ROAD BRYAN, TX 77801 979.314.9070 LOTS 610, BLOCK 2 TAUBER ADDITION MAY 20*t3 REV. JUNE 2013 ngineering, ;2 { TBPE FIRM REGISTRATION N0. 12327 2730 LONGMIRE, SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 SCHEDULE OF SHEETS SHEET TITLE C1 SITE PLAN —SHEET 1 OF 2 C2 SITE LA — H 2 C3 DEMOLITION PLAN C4 EROSION &SEDIMENT CONTROL PLAN ARCHITECTURAL C5 GRADING PLAN 1 REVISIONS C6 GRADING DETAILS C7 PAVEMENT PLAN C8 UTILITY PLAN C9 DRAINAGE PLAN r'•. L1 LANDSCAPE PLAN rti Ar: ,. ••%* *r.......... .....................:.*.. f JOSEPH, P., scHuzrz . 6FIGURE SW STANDARD SIDEWALK DETAILS 5BE . FIGURE ST STANDARD STREET DETAILS Z'2-7 r), j FIGURE W1 STANDARD WATER DETAILS 1 OF 2 SCHN ULTZ ENG3EERING, IlC. FIGURE W2 STANDARD WATER DETAILS 2 OF 2 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY FIGURE S2 STANDARD SEWER DETAILS JOSEPH P. SCHULTZ, P.E. #65889 ON JUNE 25, 2013 ISSUED FOR CONSTRUCTION r-L • r •- .• r r r -i-�-�-,�i-� Vic. ...--- • • _ .- ►��rr�„� i;�i�""-6" DECORATIVE IRON FENCE rl n� •i • • r r ` i�ll�i 1'ilil EXISTING • it SEWER LINE i!•� .6' DECORATIVE IRON- �!s�i` !(ALONG FENCE WITH GATES i CHERRY STREET) ■ r�,�rs ■arrLr r A.�s�l c c low PROPOSED .. hill rROOF GUTTER l�gill t t» 1 RELOCA • I ��1U� • "ice �il�� s' I i %t i • • 4 S 1 _i 1 o i i i j l! _ ..•.• .r • -� r .... NTH SLEtREFER �■Ii�I;��il�rili Ty' 1iSllll ■ � Il i r • 1 k L-PROPOErl- 6" SEWER fjRVICE ��= I m.UILUINU SETBACK+ M NORTH AMERICAN ISLAMIC TRUST TAUBER BLOCK 2, LOTS 11 & 12 ZONED NG-3 1152/669 -AE AE AE AE 6 NORTH AMERICAN ISLAMIC TRUST TAUBER, BLOCK 2, LOT 13 PROPOSED 15' PUE ZONED NG-3 BY SEPARATE 1152/669 INSTRUMENT N 9' PARKING SPACES ST ST ST ST -- T ST ST S ST ST ST ST S ST ST ST SIT ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST LOT LINE ST 5T ST ST ST ST ST ST ST ST ST 5T ST ST ST ST ST UI 23 I PARKING ISLAND 6' CEDAR PRIVACY FENCE IEEL STOP I' 20' iYP. ST ST ST ST ST ST ST ST ST ±180 SF T ST ST ST ST ST -- VAN-ACCES MECHANICAL EQUIPMENT PROPOSED FIRE W/DECORATIVE WILL BE LOCATED ON ROOF LANE SIGN PAVEMENT SIDEWALK om S,7 5Tf_ffRR,ST ST ST S $ ST 5�ST S ST ST ST c r ..ai ram^ Ntli 3 NVi 323 NVl 38 j - Irk � � CI: .x`� � (�:.rt'' � �..� �a -� �' •;r � m ,:;:��,.r.,.,� 80 8 N 9 PARKING SPACES 2 N HANDICAP SPACES i PARKING LOT LIGHTING (TYPICAL) SIBLE SPACE LOT LINE C t{ t 9' 19 HECTOR RIVERA TAUBER, BLOCK 2, LOT 14 ZONED NG-3 S-6 ANDARD CURB S-6 9' _. TYP. i i--•LOT LINE 23' PARKING ISLAND ±188 SF W/ DECORATIVE PAVEMENT S �� s>'.' 4r.;; #u.�of ,a. RI 3" rti• � T { � t'`.• r. • •%liti,,4P'C':rvh% a:Y.. .F±La• -.. : "c:.�{'..j..-ai J.• h�,,^j';.'F,;.i::.e.e-:ttC.:��! m'.`.'lnC:yv:ti'W'•v•t:r ^= + •"*r,w3i ic2d2•.Y i,' ^l?�i'a.d d:s.:��:- 7-';F%:•?i..`Y.,5++'�<, iF�if`• r•a- r....•,•.'Fi73�-'• `i.+'•.Li�!'•1rc�`•,.'•,a.x:.%4t_7•�+i-•, '.:.�'JR''.r.;r -! ti-. as:rTYP• PRO OSED 6' SIDE ALK -',.1f,• .na. ,>dL�C;.:�° .:s.t,"ar�[ �:.�/pe.=G-,.e •:a j 4A • .:=11•%r�r•:;: Yi 3.4i"w•y +/ f:.^�'l.r r".>�• r`. %F . .:t ,iG.�1MS`Y� w,:t'v,,,.i. Y, :.�r+;-Z;i•':i/�LiM I '. z. +`L�r' NC.e:� • r ::r-�`' `:: n { -'ir.t=>z";>✓..r • i DD' )' � •dri st :,w»�`Ti�L4 �r..r�'r.,, ,-' l::�sc; JLv-..••r� 1 .d 3{ ..ti=d:l '•kf': tir~ J••1' ya it 5.g: 24 D d POOL ='� ~-----k�!! 1 A - D• ' D o do PROPOSED BIKE RACKS F,r,,. } `.'• A .t1 p . d A e • -D A" e • . - •..i.� ci;i�. 3..,..,.,i,�• jy� • r .y .ez � "•c-Z•.q•;: re li ° D .D ° • D ° . e ° A (24 SPACES) P "• , D :..t"'� R' ,.,.�,y 'r`Aj"%v jYJ�'i;..:� -:"i. s ,� ! f + D •D 'D A .t1k • D• A• ii:ryc:,...:=.,i it s ;•fi J: •f .i'.:c.1: e.��>.,-r.:. j rI O (� ' b 4 D' '`'-r s-r,Yw...; ,.syr./ •>7�r,e_r. r:`. j�j sr+,'c Yo..,•-ter �,��,.^a..;: r.' i3 ---_..... ST � ,_.. PROPOSED•' u) D ,?::.�-�,+.`:'•_ '-%•' `"--.•-•�.�t r A . D , • b u�'.� ' •� r: `fig . s y.-s.%-'t s : o.. , .Y. T ADA --r r..;..N; «. r; •,. •---.•_ Vie"--. ft :vr..,`s."a`::,.r,r;Jw-t':AL.r.,•;.fi3,.;e ;a- ,r•.•,L< ;._ - 4',,k �.s;.•" +• •;,f. M.{,r. i i I e s .E•• •.Y•_ i f f.• 4 D c+ ..Arr ':.i. > a•r yam.. .0 I D — »'i �Yr •s 1 .e• .w :J r• t.•i r•' rh ? V ^ .� T S .i':s'�r,•:.�:t>.•:.:,.,^+, or•, �"J,`;� ` '-r' "F....'S -•p >-1• �`':i: •"�•ti -;,,:r c'-,' .:. �:r-Jti-• r a •rdr":�•..;.`-dam• ..n.:_.. r. � ? 1+ _tiy� '...-••.-.. - cs •! +err` -�� ' !r W.•3:••r _ _ _ :X' S.•r. - 1. %%•"- A u.> � a , Gr.�....a•. d:`r,.•+:at,.s: .<...S r' LaA A _ S S "*s^:=�j�c «? `..r...c'r� • r-r7' a ;.:�„.e '��; —'�.'A P d e + —� T C i r-. tr...'.rx..•- y.-r': ,:.. v[:_a.: '�.•.-. �-'� `; C's ,�! ii t; ,• � . .D • .. �.. S S f,..:y r � a;�''sr�::_'y Cf �-Z�-->�r". D- .�{' :t: i .� .ui -ft ..••�_ _.�,�. •A• D• d D D AL p d T T _�� r•."' i�C. a• .L_• 'c-�'�•��i� ri •X'> D' %j I ;% � �a �' � �1 �i / �, � l d O � ' A a ' . D A •' A - '~��,�`"'�----�, t S ST � � �y � 1> NORTHGATE PROPER APARTMENTS "� ' 1}I _---,--__ ; b Do D ~'•p jj+j(- ��i ` � `� !� � � �� Q O '+µ .� 3 & 4 STORIES-'---- ROOF GUR ;' ) fs s 55 MAX. BLDG. HT. TTE �' i D_NSPOUTs FF = 348.30' „ I f=: (TYP.} 26,603 SF HANDRAIL PER 32 N 1 BEDROOM UNITS ARCHITECTURAL DETAILS- 1 ^' 2 BEDROOM UNIT D . PROPOSED VARIABLE I - t; r ti h :1, ,t WIDTH PUBLIC UTILITY Jr ri� D` �' AND ACCESS EASEMENT ISOLATION VALVE -- '� "--'- "' BY SEPARATE _ ST ---_ SEE NOTE 17 UNDER _ INSTRUMENT i PROPOSED ADA-J �`-"�`-------�T S { "SITE SPECIFIC NOTES" D..-____ j= _ yc7 SIDEWALK RAMP �+ -"' `� ° --�i •. r L , t A PROPOSED FDC PROPOSED 2 WATER METER SEE INSET A o ---- SHEET C2 '? .. Gl; _ HANDRAIL PER 4:+ Un) - o `' EXISTING E UE STORM INLET -EXISTING UE •'/ EXISTING 4' STORM SEWER LINE U ' t.� " PROPOSED SIDEWALK EXISTING GAS ` sn `�`�.' 3 EXISTING 24 STORM SERVICE ---------_ % BENCH (I M) LINE PRCPUO-- tEXIS NG 8 a SIDEWALK W/ � ELECTRICAL � a;�,,.; �'�'y'' "'•�.'-�: a .,, " PROPOSED " � f 127' TO FIRE BRICK PAVERS NO PARKING EXISTING 1.5 WATER � MANHOLE a "'''`°' };>,,: r :,,.. r t EXISTING UNDERGROUND SIGN SERVICE CAPPED AT - HYDRANT ON ,' RIGHT-OF-WAY WEST SIDE OFa „ra, ELECTRICAL SERVICE CHERRY STREET s—s S-6-----S-6 S--6 S-s —S-6 S-s " y; G ,. -- EXISTING MANHOLE S_g s-6 Ito a �rso Lr �o S-6 S-6 S 6 S-6 S-6 RIM=343.53 `' W-8 Y rrx:s any NTl :,. ¢ UE W-$ W-8 ::•; sJ - PROPOSED 6 co err' FL=339.27 _'_TAUBER cJ' STREET ----=-•—w-8- �;�� PUBLIC WATER LIN � /—'— UE _____-_____ UE ---_ u� UE 50' ROW "'�----w—s-_.��W-8 �r r PAVEMENT WIDTH VARIES • UE-.-��.�, UE ----UE UE UE ___ UE w $ -W 8 --Q W-g = EXISTING UNDERGROUND UE ""`---- UE ELECTRICAL SERVICE "`-`---- _ UE x ) EXISTING STORM INLET NOTICE! THE CONTRACTOR 1S SPECIFICALLY CAUTIONED CHERRY STREET LP {h. VICINITY MAP THAT THE LOCATION AND/OR ELEVATION OF THE BLOCK BO ETT nm Ts 1-4 & EXISTING UTILITIES AS SHOWN ON THESE PLANS IS 4 BLOCK 4, LOTS 8-10 & BASED ON RECORDS OF THE VARIOUS UTILITY ASSOCIATED BPP Fmig- r. R" u COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS ZONED NG-3 TAKEN IN THE FIELD. THE INFORMATION IS NOT TO .7609/148 BE RELIED UPON AS BEING EXACT OR COMPLETE, r R s r TO ,y IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID U _ wca V ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED ! LINES, AT HIS OWN EXPENSE, WHETHER THE U11UTY IS SHOWN ON THESE PLANS OR NOT. THE R H TUCKER INVESTMENTS LLC TAUBER, BLOCK 2, LOT 15 & ASSOCIATED BPP EXTENDED CURB ZONED NG-3 HEIGHT VARIES 7982/121 ALONG DRIVE 1.19' SEE GRADING PLAN s—s S-6 =1q_6 — SSJ, 2 ARCHITECTURAL REVISIONS DLD 06/25/13 1 CITY COMMENT REVISION DLD 05/15/13 MARK REVISION j BY DATE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. CONTACT INFORMATION: TEXAS ONE CALL: 800-245-4545 LONE STAR ONE CALL: 800-669-8344 DIGTESS 800-344-8377 N COCS ENGINEERING 979-764-3570 COCS U11LMES 979-764-3660 BRYAN TEXAS UTILITIES 979-821-5865 ATMOS ENERGY 979-774-2506 VERIZON 979--821--4770 NOT TO SCALE SUDDENLINK 979'--595-2429 NORTHGATE PROPER APARTMENTS UTILITY DEMAND WATER _DEMAND MINIMUM 0 GPM AVERAGE 24 GPM MAXIMUM (PEAK) 95 GPM 2" DOMESTIC WATER METER 2" IRRIGATION METER SANITARY SEWER DEMAND AVERAGE 31 GPM MAXIMUM (PEAK) 122 GPM 6" SANITARY SEWER LINE 1.047* MIN SLOPE FIXTURE UNITS =492 FIXTURE UNITS ALLOWED =700 PIPE SLOPE OK ■ , THE SEAL APPEARING ON THIS E n N I 1 L DOCUMENT WAS AUTHORIZED BY �j JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON JUNE 25, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12•-204 JUNE 2013 �NI `+if fsoP OF T�r�yi"w e *••••• * \*~w :k......................... � JOSEPH P. SCHULTZ 4 65889 FI M # 12327 SCHULTZ ENGINEERING, LLC 24' ' i-3' WIDE GATE it Ii VII ROPOSED GATE SE SITE SPECIFIC NO 16 SHEET C2 Ii i ( II s 23' - WALL in 3 1. r r , + 6 DECORATIVE IRON FENCE WITH GATES Rsy�, 1v Rap. DUMPSTER ENCLOSURE 6" WOODEN FENCE EXISTING 6" SEWER LINE S-6 S-6 10 5 0 10 SCALE IN FEET 2 DUMPSTERS SEE SITE SPECIFC NOTE 15 SHEET C2 -EXTENDED CURB HEIGHT VARIES ALONG DRIVE SEE GRADING PLAN 6 CEDAR PRIVACY FENCE -FIRE LANE PER FIRE LANE DETAIL & NOTES ON SHEET C2 ,_tea z a as m ¢rn� ¢oun gjN¢z� f.0 CDX zV-aZO C) I O m � oi"o O U �PROPOSED MAX FIRE 20 :."RESIDENT ARKIN- 4I .3•G SIGN { .. _R_ - � + • r+�.:+ay,�f��i�rlr�•r�s•��RJ�,I•�wr�I�� '"� `•-�•'�� r - • " • r � i � � a��f<t};u'.�1�1: `�• . • "•"'�OI11��1�r.1—?rrs�rrri.rr/ rL:r� MIN BUILDING �� „rr�,,�i �„' �`t . -��.-� 1 - • - +fx�>.arr... a�rrnsr_'�rw�.:�� —` rr-rrrrr-rrrw� ` ' • - �` ';•~'~-�r'•� �+•.�.__71f.7 � �i rllfl.�.'iZ�Li'!r lrra.._�_:��r�jr,jr�. � �!rr�l�it�::'�+&J<1�..:.�r.��i!# �irr/+sn<�i11i1�rrl�f'��irI� r�.� 1+sI/ll�. ir�ir�i�ra��tl:,:�:�::r.;---_�e:a+r�ir�rr.. - - • - • � r � . r . a>trrt�t�r:�r�r�r�rrrrr��r:rrs �rr�rw� f1:! �r�� - ��iil/:�I,�ii�% • �r�r: ��%----•->w..rr�� ;i�rri �Q��a�rrrr�nrni� . .�+�rrw� r � �ir�st�r�rar�sirrr��rr.� - C r . • r��r��rt ,.*f�rn�ta�r►-'►••��r�airrr■rr•rrira�rrr�rrw�rw �� ' - - 'r;.�„ ., . `='�•:....��L.�y-' • �trir��ur■ni�rwr�isj�a.� �■��trr�i�r�ri� �"'.�r+Lev.rwa�r�i,rr!�a`�iam��r�a�c:4E��'J6.�"�..�•�`.�. r` r • mt- APARTMENTS LOTS 6---10, BL 0 CK 2, TAUBER .ADDITION NORTHGATE -- COLLEGE ' STA TION, TX ARCHITECTURAL DETAILS 1 / SCALE VERTICAL N/A HORIZONTAL 1:10 PLOTTING SCALE: 1:1 FILE NAME: 12-904 SHEET EROSION 1. & SEDIMENT CONTROL NOTES- APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE 'TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION. GENERAL NOTES 1. THE CONTRACTOR SHAD, BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. ALL S17E WORK CONSTRUCTION IS TO BE DONE IN CONFORMANCE WITH THE BRYAN/COLLEGE STATION 2012 STANDARD 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. DETAILS AND SPECIFICATIONS UNLESS 07HERMSE STATED IN THE PLANS. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE LEGEND INSPECTIONS SHALT. BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF I/2' OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THiS PROJECT. 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T:E, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST 4. CONSTRUCTION EXIT iS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO AS TO PREVENT AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & LINE TYPES CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT N0. iXR150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL. BE SHOWN ON THE ELECTRICAL SITE PLAN. W-8 EXISTING WATER LINE, SIZE NOTED 6. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY CONSTRUCTION SHALL BE 6. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7. OF THE UNIFIED DEVELOPMENT W-6 PROPOSED WATER LINE, SIZE NOTED ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL GROWTH IS ESTABLISHED. ALL EROSION CONTROL ORDINANCE THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL O]REGH A MEASURES SHALL REMAIN. IN. PLACE UNTIL. ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND "THEN REMOVED BY CONTRACTOR. PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT H DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE W W EXISTING WATER SERVICE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS W W PROPOSED WATER SERVICE DEMOLITION & CONSTRUCTION NOTES: S. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT 1. ALL CONSTRUCTION ACTIVITIES. 30 INCLUDE CLEARING, GRUBBING, AND GRADING SHALL BE WITHIN THE LIMIT'S E DISTURBED ORDINANCE. - S 6 5-6EXISTING SANITARY SEWER LINE, SIZE NOTED AREA SHOWN ON THIS PLAN. 9. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER, AND SERVICE 2. THE CONTRACTOR SHALL. HELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. COMPONENTS, AND SIMILAR DEVICES, WETHE R GROUND LEVEL, WALL MOUNTED, OR ROOF MOUNTED, SHALL BE SCREENED S" 8 PROPOSED SANITARY SEWER LINE, SIZE NOTED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING MATERIALS SHALL BE OPAQUE AND THE SAME AS 3. THE CONTRACTOR S11ALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN, PRIOR TO COMMENCING DEMOLITION WORK, THEE BUILDING USED ON THE ARCHITECTURE COLORS,EXTERIORALL BE COORDINATED VAT14 AAND SCALE RTOaMAIN MAINTAIN BUILDING. A UNIFIEDSUCH APPEARAN E. ACCEPTABLE METHODS OF S S EXISTING SANITARY SEWER SERVICE SCREENING VARIOUS EQUIPMENT INCLUDE ENCASEMENTS, PARAPET WALLS, PARTITION SCREENS, AND BRICK WALLS. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. 10. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. S S PROPOSED SANITARY SEWER SERVICE 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD SURFACE. 11. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE UD ON THE ISOLATION VALVE. THE LOCKABLE UD SHALL SUPPLY 6. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING UD, AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL ST ST ST EXISTING STORM SEWER PIPING ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR DESIGNEE. PRIOR TO INSTALLATION 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE CONTRACTOR 12. THE CONSTRUCTION SHALT. COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY ST ST ST PROPOSED STORM SEWER PIPING SHAD. CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WiTH ANY REQUIREMENTS, WORK ,N THAT AREA. 13. ALL ROOF- AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT GAS GAS EXISTING NATURAL GAS LINE TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDEN71AL DISTRICT WITHIN 15V OF THE LOT, MEASURED FROM A SITE SPECIFICNOTES POINT FIVE FEET ABOVE THE GRADE. UE UE EXISTING UNDERGROUND ELECTRICAL LINE 1. THE OWNER & DEVELOPER OF THE PROPERTY IS BONA FIDE ACQUISITIONS, LLC. THE SUBJECT LOTS 6-10. BLOCK 2 OF THE TREE PLANTER NOTES:PROPOSED TAUBER ADDITION. THE PROPERTY IS ZONE} NG-3, NORTHGATE RESIDENTIAL UE UE UNDERGROUND ELECTRICAL LINE 2. PROPOSED BUILDING IS 3 & 4 STORIES, TYPE VA -SPRINKLED. 1, TREES SHALL BE PLANTED IN A MINIMUM 4'-5' SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH OF AT LEAST 4. A MINIMUM 6" GRAVEL BASE SHALL BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE. THIS WILL ONLY APPLY IN AREAS 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RESIDENTIAL BUILDING !BC TYPE VA OF 26,803 SF iS 3,000 GALLONS PER MINUTE. WHERE THE SIDEWALK IS NOT STRUCTURAL., OTHERWISE CU SOIL MAY BE REQUIRED. AE AE EXISTING AERIAL ELECTRICAL LINE THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW 13Y 50 x (1,500 GPM). ONE FiRE HYDRANT IS REQUIRED. THE HYDRANT FLOW WILL BE PROVIDED BY EXISTING HYDRANTS. 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: AE AE PROPOSED AERIAL ELECTRICAL LiNE 4. THE DENSITY IS 43.2 UNITS PER ACRES (33 UNITS AT 0.76 ACRES), A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS QUALITY. THE CITY RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL THAT DOES NOT MEET THE SPECIFICATIONS T T OF TABLE 1 BELOW. EXISTING UNDERGROUND TELEPHONE S. THIS PROPERTY IS NOT WITHIN THE 100-YR FLODPLAIN ACCORDING TO THE FIRM FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 48041CO805E, EFFECTIVE MAY 16, 201Z. B. ALL SOILS EXCAVATED FOR FOUNDATIONS OR SIDEWALKS THAT ARE B HORIZON (SUBSOIL) SOILS SHALL BE MOVED TO T T PROPOSED UNDERGROUND TELEPHONE 8. THE S30RMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGED INTO THE STORMWATER COLLECTION SYSTEM OF NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF TABLE 1. CHERRY STREET OR TAUBER STREET. DETENTION i8 PROPOSED IN AN UNDERGROUND DETENTION FACILITY, C. BEFORE TOPSOIL IS PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION SPECIFICATIONS. - - - - -284- - - -- - - EXISTING CONTOUR, ELEVATION NOTED 7. DRAINAGE AND GRADING INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS. D. BEFORE THE TIME THE TOPSOIL IS PLACED AND PREFERABLY WHEN EXCAVATION IS COMPLETED, THE SUBSOIL SHAD. BE 8. THE DISTURBED AREA FOR THIS PROJECT IS 0.76 ACRES (33,106 SF). IN A LOOSE, FRIABLE CONDITION (LESS THAN 1400 kPo) TO A DEPTH OF 20" BELOW FINAL TOPSOIL 284 PROPOSED CONTOUR, ELEVATION NOTED 9. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.Q. E. BEFORE TOPSOIL INSTALLATIONSHALL GIVE THE CITY 48 HOUR NOTICE TO 7E TO ENSURE THAT SUBSOIL. ISOFREE OF DEBRIS AND MEETS PENETRABILITY STANDARDS,' Ow INSPECTION OF THE - - - - - - - - - - - - EXISTING EASEMENT 1. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. F.EMMIL MUST MEET ALL MANDATORY CRITERIA IN TABLE 1. IF FAILS 11. THE DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST IN ANY OFRTHESENREQUIREENTS, CONiRACTOROMUSTEAMEND SOIL AND/OR IMPORT SOIL ACCORDING TOPSOIL THE CITYS I I T I I♦ I M SILT FENCE RECOMMENDATIONS IN ORDER TO MEET US7ED REQUIREMENTS. 12. ACCESS SHALL BE PROVIDED AT ALL TIMES FOR CRY INSPECTIONS, MAIL DELIVERY. GARBAGE PICK-UP, DiAL.-A-RIDES, UTILITY, SCHOOL BUSES, AND OTHER HEALTH AND SAFETY -RELATED VEHICLES. ACCESS MUST NOT REQUIRE DRIVERS TO EXIT THEIR G. FOR TOPSOIL INSTALLATION SPREAD 2-3' OF APPROVED TOPSOIL ON EXISTING SOIL TILL ADDED SOIL WITH A ROTARY. 0 PROPOSED FENCE VEHICLE. TILLER THAT IS SET TO A DEPTH OF 6'. ADD AN ADDITIONAL 4' OF APPROVED TOPSOIL TO BRING THE AREA UP TO GRADE. (��I L9I INLET 13. ALL ELECTRICAL IMPROVEMENTS SHALL. BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION UTILITIES ELECTRICAL DESIGN FOR THIS PROJECT. REFER TO UTILITY SHEET AND CSU ELECTRICAL DESIGN PLANS FOR DETAILS. TRAFFIC DIRECTION ARROW CSU ELECTRICAL CONTACT: CSU ELECTRIC PROJECT COORDINATOR CITY OF COLLEGE STATION UTILITIES PH: 979-764-6314 14. THE DUMPSTER ENCLOSURE SHALL BE 6' WOODEN PRIVACY FENCE W/ 2 - 12' DEEP X 24' CLEAR INTERIOR OPENINGS 6' TALL. THERE MAY NOT BE ANY OBSTRUCTION IN THE CENTER OF THE ENCLOSURE THAT WOULD KEEP SOLID WASTE SERVICES FROM SHIFTING THE CONTAINER OVER. ANGLE THE CONTAINER SO THAT IT WILL NOT HIT THE GATE ON THE RIGHT. THE NOTE; DUMPSTER ENCLOSURE MUST BE REMOVED FOR LML 17Y CONSTRUCTION WITHIN THE UTILITY EASEMENT. THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE ALL WHEEL STOPS SHALL BE CONCRETE 15. THE LEFT DUMPSTER GATE SHALL OPEN 180' & THE RIGHT DUMPSTER GATE SHALT. OPEN A MINIMUM OF 90: 6'_0' 16. A KNOX BOX SECURITY KEY SYSTEM SHALL BE LOCATED ON THE BUILDING. A KNOX BOX SWITCH ON EACH GATE & KNOX � CAPS ON THE FDC. 17. THE FIRE SUPPRF.SSICN LINE SHALL HAVE A LOCKABLE UD ON THE ISOLATION VALVE, THE LOCKABLE LID SHALL SUPPLY THE •- ---� T SAME PROTECTION AS THE AMP OR USA, LLS62 LOCKING UD AT MINIMUM. AN ALTERNATE LOCKABLE UO SHALL BE APPROVED MIN. 20' SPACING Q BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. t - , 1 a tZ 1 " ATTI3•� PARR ONLY NOTES: 1. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIRE LANE SIGN DETAIL N TS. ® TREE PLANTER DETAIL - B N.T.S. FIRE _LANE MARKINGS 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH (4") WHITE LETTERING STATING 'FIRE LANE - NO PARKING - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. 2. A SIGN TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES (18") IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (12) WIDE AND SIX INCHES (6") HIGH STATING 'TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. T TAT T T COMMENTCITY REVISION • VIM • T r . "1 kCE PIPE TIED I SEWER 3UBGRADE #3 BARS �. T L.t� N tV f I CROSS SECTION 4" PLAN VIEW 5'-4" LONGITUDINAL SECTION VMEEL STOP DETAIL �10"_- END VIEW �'•---#3 BARS 6" Canc. Pvm't. 6" Curb -- Cleanout .."-.Q A B 4" Drain Une Perforated PVC w/Geotextlle Wrap N � ww" �'= I Irrigation Una (See Irrigation Plan for Size) OMN_rMimi Imp IT02= =1111111111111IN 11001 " R • B TREE GRAT_ DETAIL 5' (Minimum) 6" Varies 6" Grate From W/ Conc. Anchor {typ) Tree Grote Brick Paver Side alk (Neenah OR-8713 {Sae Detail) Stab. Subgrode 4" PVC Perforated Underdroin Wrapped In Geotextile Fabric L.EX-Drain or approved equal) 5" Conc. w/ SOIL!".BY•Al7FREQ; ` #4 0 12" O.C.E.W. t..T,:OR-EQUIVALENT Undisturbed } Earth (typ) Irrigation Pipe (sch. 40) W/3" PVC Sleeve Undisturbed (See Plan for Slzez) Earth (typ) 6" Layer of 15 mil Moisture Barrier 3/8" Pau Gravel (as Manufactured by Stego Industries or approved equal) SECTION A -A 5' (Minimum) Varies 6' 9" Brick Paver Side elk --i (See Detail) a �:� : t0�5TFtt�Litif2lLL \-5" Conc. w/ SOIL't,@Y aL!ldEREQ,'' #4 0 12" O,C,E.W. Stab. Subgrade `• v sop. ei.`.: '• Undisturbed Earth (typ) Irrigation Pipe (sch. 40) W/3" PVC Sleeve Undisturbed (See Plan for Slzez) Earth (typ) 4" PVC Perforated Underdroln Wrapped In Geotextile Fabric 6' Layer of 15 mIl Moisture Barrier (FLEX -Drain or approved equal) 3/8" Pea Grave, (as Manufactured by Stego Industries or opproved equal) SECTION B--B 1,-: 16"III �.�. r.�Ilw . f 2"x18" REFLECTIVE FINISH METAL SIGN REFLECTIVE FINISH METAL SiGN STEEL REINFORCING BARS * CONCRETE PAVEMENT 2x2 GALVANIZED STEEL TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE a+ ,'. a' :t +' , •'„ .:' GALVANIZED STEEL CAP WELDED TO W TOP OF TUBE. PAINT TUBE AND CAP. + + • e `r'e "~ ��' --aY +� r a.+ - 4� ; 6 1 1 X I i I I I 6" LIME STABILIZED SUBGRADE I 1 N4ffS: (EXTENDS V OUTSIDE THE EDGE OF PAVEMENT) 1. ALL CHARACTERS MUST BE 60" MINIMUM ABOVE GRADE OR SIDEWALK. * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN * 6" PAVEMENT - USE #4 BARS 0 18" O.C.E.W. ADA SIGN DETAIL * 5" PAVEMENT - USE #4 REBAR ® 18" O.C.E.W. N.T.S. 4" o#4 BARS m %7 X 18" SMOOTH EXPANSION DOWELS CURB DETAIL N.T.S TYPICAL CONCRETE PAVING SECTION N.T.S. "__4 BIKE RACK DETAIL N.T.S. (27) STEEL SLATS 1/2" x 2" SOLID ARE FORMED FROM STEEL BAR, WELDED ,V47X1 Xz" SOLID STEEL AND GROUND BRICK PAVERS 6" WIDE CURB SEAT MEMBERS FOR EDGING 1" THICK ;+ SAND BED 5" THICK CONCRETE #3 REBAR (6" FOR DRIVEWAYS) CLEARANCE 18 O.C.E.W BRICK-. DIMENSIONS: FOR 1/2" NOTES: ANCHOR BOLTS 7 �fe X 3 ,$" x 2 " 1. MODEL: STEELSiTES SERIES #RB-28 r : L�jRUNNER BY VICTOR STANLEY INC. OR PRE -APPROVED EQUIVALENT. LENGTH: BOND 6-FT NOTES: 2. ALL SURFACES SHALL BE 1. BRICK PAVERS SHALL BE HOLLAND ELECTROSTATICALLY POWDER -COATED STONE BY PAVESTONE IN RIVER RED WITH POLYESTER POWDER COATINGS. COLOR. 3. ALL WELDS SHALL BE POLISHED UNTIL 2. ALL BRICK PAVING SURFACES SHALL THEY DISAPPEAR, FORMING A FOLLOW A RUNNER BOND PATTERN AS CONTINUOUS SURFACE. SHOWN ABOVE. 4. BENCHED SHALL BE INSTALLED ON A 4" 3. CONCRETE SHALL HAVE A 28-DAY THICK CONCRETE PAD. STRENGTH OF 3500 PSI SIDEWALK BENCH DETAIL BRICK PAVER DETAIL PROPOSED 15' PUCE N.T.S N.T.S BY SEPARATE INSTRUMENT - 2" WATER SERVICE S 4T39'23' E 88.00' " S 4T53 02 E $1.42 S 47*47'50" E 80.00, S 47-50'19" E 59.78' �- -' ' I V v��v'�v v vv�`�`✓'✓ ai�''�,'`,'vvv �` "`✓vvv� -. S' CT VST AND ACCESS 1 _ �I �_` vr✓U�/t/\/�/ �vv�\/ ��✓�\/ v ,✓\/ PROPOSED PUCE F\,/ EASEMENT LINE --__----- �'- - - it<3' "'" `"`' `'� 2" DOMESTIC WATER METER ;.. I M 't I I 2" TEE I w r' '� i 0 r � 6" ISOLATION 1.5" WATER LINE %a LOT 10 0 GATE VALVE LOT 8 1" IRRIGATION METER 4 BLOCK 2 0 ' &REMAINDER OF BLOCK 2 R 2" TAPPING SADDLE- M.__----- j & PORTION OF LOT 9, BLOCK 2 a LOT 7 z LOT 9, BLOCK 2 BLOCK 2 PROPOSED J _ IRRIGATION LINE R€GHT-OF-WAY LINE v z 'a ;� LOT 6 w z BLOCK 2 zi I PROPOSED VARIABLE W - ` W T AWIDTH P ND ACCESSUBLIC UTILITY - - ASEMENT 2" WATER LINE N 40""43 a BY SEPARATE PROPOSED PUCE 82 INSTRUMENT (BY SEPARATE ---.. INSTRUMENT) N �'43 gg W $1.T8 N 40.43'3g" W 80., N SET A PROPERTY DESCRIPTION lt T nL�. i n e r i n L THE SEAL APPEARING ON THIS /'"'� �' JODOCUMENT WAS AUTHORIZED BY SEPH P. SCHULTZ, P.E., LICENSE 2730 Longmtre, Suite A NO. 65889 ON MAY 15, 2013. College Station, Texas77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 'MAY 2013 NORTHGATE PROPER APARTMENTS z LUTES' 6-10, BLUUJar' 2, TA UB.E.R ADDITION NURTHHGATE -- COLLEGE STATION, TV TREE WELL DETAIL N A. 30 15 0 30 SCALE IN FEET BOLTED (2) X-13x3 Sc HEX _RS. NOTE: 1. 60" X 60" NEENAH FOUNDARY CAST IRON TREE GRATE MODEL # R-8738-AT. 2. MATERIAL SHALL BE CAST IRON ASTM A-48, CLASS 35B FINISH, NOT PAINTED. TREE GRATE DETAIL t ;l TE PLA N N.T.S 1. 4" MIN CALIPER TREE. 2. TREE GRATE - SEE DETAIL. 3. BRICK PAVERS - SEE DETAIL 4. AMEND SOIL PER NOTES. 5. STREET TREE SOIL: CU-STRUCTURAL SOIL- BY AMEREQ, INC., OR EQUIVALENT SUBJECT TO APPROVAL BY THE ADMINISTRATOR. TREE PLANTER DETAIL - A N.T.S SCALE VERTICAL N/A HORIZONTAL N/A PLOTTING SCALE: 1:1 FILE NAME: 12-204 z NORTH AMERICAN ISLAMIC TRUST -- TAUBER BLOCK 2, LOTS 11 & 12 ZONED NG-3 NORTH AMERICAN ISLAMIC TRUST TAUBER, BLOCK 2, LOT 13 IMIMN #ter__.z HECTOR RIVERA TAUBER, BLOCK 2, LOT 14 R H TUCKER INVESTMENTS LLC TAUBER, BLOCK 2, LOT 15 & ASSOCIATED BPP ZONED NG-3 I-- L1_! LsJ !z r� Iz W U Ln .W w STORM SEWER LINE SEWER LINE - '-EXISTING UNDER{ ELECTRICAL LINE MANHOLE i EXISTING 8" WATER LINE �TAUBER STREET EXISTING 6" SEWER LINE -S-fi S"'B--4- S"6 S-6 S-6 S-6 5-6 S-fi S-6I�•-------5_g--___�__--5-6 S-fi g_fi /-- W-8 W-8 W-a W-s W-8 ------- W ____ ---W-B UE ^�i� uE-__--___--. uE _________-- uE uE �_w_$ �'`'_"W-8-------._._._ �� f±Y1C71A1!'� F 1#IhCOf+�f111#tF1_.�/ UE CHERRY STREET LP BOYETT BLOCK 22, LOTS 1-4 & BLOCK 4, LOTS 8-10 & ASSOCIATED BPP ZONED NG-3 7609/148 JqLchuLltz ■THE SEAL. APPEARING ON THIS n i n ee ri n , , �„ DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Lon mire Suite A N0. 65889 ON MAY 3, 2013. g ,College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.1.2327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD I JPS 12-204 1 MAY 2013 FIRM # 12327 SCHULTZ ENGINEERING, LLC EXISTING UNDERGROUND ELECTRICAL LINE NO R J"PIT-jr G-A TILF PR--OPER APARTMENTS LOTS 6-10., BLOCK 2, TAUBER ADDITION NO.R THGA TE -- COLLEGE STATION, TX G 8" WATER LINE --W_8 S—s S—s-----0 10 5 0 10 SCALE IN FEET REMOVE ±34 SF of .;mFWA1 W EXISTING MANHOLE RIM=350.69 FL=343.87 EXISTING PARKING SPACE TO REMAIN DEMOLITION &--.CONSTRUCTION NOTES,: 1. ALL CONSTRUCTION ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING SHALL BE WITHIN THE LIMITS OF DISTURBED AREA SHOWN ON THIS PLAN. 2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. 3. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN, PRIOR TO COMMENCING DEMOLITION WORK. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE, 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD SURFACE. 6. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. DI-i'MOLITIO"N PLAN SCALE VERTICAL N/A HORIZONTAL 1:10 PLOTTING SCALE: 1:1 FILE NAME: 12-204 SHEET 1*1 S ±311 LF OF SILT FENCE - — A= AE AE AE \ - - S-6 J -6 S- S-6 ! - S 6 - S-6 -6 S-6 S-6 - S- `\ S-6 -fi S-6 S-fi 1 r ST ST - ST ST ST ST ST S3 ST ST ST ST Sr yT S ST ST ST ST \ �- i a ' j CONSTRUCTION EXIT t' -i ST ST S7 Sr ST ST 1j ST ST ST ST ST ST �f -- Sr ST Sr ST ST \ / J i in — ST ST ST ST Sr ST i ST ST ST ST ST ST L- - ST ST ST ST ST \\ \\ i - ST ST ST ST ST STI ST ST ST ST ST ST I ST ST ST ST ST --- to , \ i LST ST - ST— ST ST ST 5T ST 5T ST ST ST -- ST ST Sr ST } \ ST Sr IT ST ST ST Sr S7 ST ST S7 ST ST ST ST S1 ST ST I ls, f t �le��;;-.`;;:k :fi7 �'^•'?'er,:.:2y':{�. :;1,- ..�r:r.;,i•>t•.'•, t:;+.; ;,;f2;.;`<;±i, :re:c?7'ri•'+`;.>-!"•_?,-"S. :Y• ?�liip>:£•»erf ••rrdy 'i?s2'�+ J"'3's: r.,.>J-�:3:1. �sr• �:: a+rC•q��i,.;w s. i-:�-;� �;`. _ ti{. v,«j�:^`.,� _r. .{ t':j t•` :., }r 'Gf`: `-:i%i ?;i:i•:^. "s>:: �.e+rl rt 'M•=�i-d:-. .t• ` ( �1+, ��+ r :.. .�r1,i•?� •'j•.•f%'S^+'•'G"'��is..,, {�:r :(.oai>:3; -.S.jY-,r•+`„r�t+:t..:...:>�i'•:•t:9"•.y:.�°�r S.f 1 t :.r: a+ri f __ 1, �.'C•y �!` y: �i�•F•r.,�: fi r,•f i.Ya �.fs =r.% �;•u 4=i+s-s.:fl??ia :.•.,tv.�.r7.L4si'?<'•, �% l f ..:-.•_' r• d Yla a rosy r,,.Tc t•'>+'n,r+<:: .`'` 4c;•• r t C 1 ^ �y ti ti >i' a' Z s c- t: x•.,.,. 4• �.a' i rwrY :% '` : .1• •47P ` �_.+.a5>, ,r. _r :,f..::y :;}•:,iyr, �, rFit;s. et��•.rc �f3:P_i--:s,t:•;,,i -r. s�, r•, '� r•- i : r r a. f •>:. y,:ta J•.-fix. .?'.^;�6•+, ;::r:l: .:e�T. • s _i, >^• ,—;•• y,<,tp'S�- ;�,.,:.%y;•w .r:<j,• +�"- ''1ir'i:::. S;!.::r..e-•• � rf:2"' ;,!�•»' r d� i ` e.,;.v i�r:�.�=.� ''•'!`z .�a+'�''�' ri•; [ 'r• ,�'•y S r �..::••;...M�?- �.•:1.�..>t;,t�`- 1 1 - ..J •, ..t .�`� rf`Y i' a :r.Nt% ., ^•>.:i�+:'� L:•ti::.,t, •a•>th'.., ,<., rx, t.. l..z-: ips:S ' v:. y . k^- l ':'v�5,. s;�•, ••.•t_..,:,x.,`.:�+%-:" t` Ff �-P:'ar�-^..`:.:- f,i; •4'. •5:-' c-' '" `_r. t., n;t•`> n • �J� T � �'£% r '�;r•-�=5�'r��r": -•.•. ':,'.y _i rt"2 �-s.7":..• ��-ti: r;�� fi•,+•.^y""I+, C. �FFrr��t•:r>f t.:• .:.J�' \ !r" � 1. V t: J %'• t. Y°-•'+••r,T. :: 1'=" jK, N'>, s1."• qJ':-.' ..�`. ?S< �l;:•r' ^"�:%r"�'>`•'•):: i`h � "�fa:r. N: fTKn 7Li N��=w.L. �J::`i:°„ 1 •:?a.,.:.<..7 `.�. i• '' d? r, ci.;•...^ !> ; Lf'•'+7- .,1. ��•1!<". •r,. .tip% i - a f.: t• Y-- S .Y•' Yrt S• •.^• l' D INLET PROTECTION i 1 " . ' r•r' �� .f-.+'�� •.•r• •2,�. '�i .A�•�'-•rv:: C�;-/,y .�=. , V>;:.. 1�::a•,L',`.•r-.. .r i •p t �L:R ir1..�✓.�s '•'r '"i: c':'�,!'.i�+?'�r-.:J%:•2s:fisr.: :7•il=,r�=�Yr' ��<2s.�7�.S y�'r'',_1•i• i it vh •nr: . f'�.a !"• s• 1.p��is.•.i f..-.tlFp ' '• .0>•aiil.�� ri`a': :Wi `'+�•/si{ry".,r tt' t .,f•.itit�=• mil`• �i.^Ly Ott! , r. Jv�.. _ `I f ! •.s ir:,,r�ra ,t•y,_a.c• ! :•{'3i-•: t''i: Y-;ct•�i-• ` f / (`srC.2.ti:;,.:�'fr.�;<:±i^e.�'-a. r,;.:;t 1 �:��.:z `t-:r'..•�•i •° Db• t.4�y-;Y=� p w ',I;� r:tl +-'ir'v ,�µ •'t r 1 - ° p + f>,::.- :.:.r:.•i arq',,<.••w�: t y�''�:.e�.tilr••ypa i A 1 1 r� r+r'^.. h.r• POOL '`• a • �. .D ' D �•• •° D � • P PD xca:,N:j,;., f.y r £ �'�. �!33•,•q" i 1 1 p A p. D D d D ° P. •d P� D p +• D;'� > .A °'' �:��.Y,.i:i.:`y:r.7�,...ri.�, �7ti`l•F:,. z f .. ' � • D D �• � ° ' D r D. p .. 'A P 9 .. P • 'D D. •�• ,r .i�'r•a �` ry rj��. y��.v...:..: � t rr ;: h � Dp' D p { p D • d Dt •D ',' " •'.r.-'�`•Y �� ;e•�.riF;::. •� '":rr.- .a, J p •� D •p A. 1•.,v ac.+c��s._.�.... �:^r 1, q..lf'`=ra. / j p �D P: .° D• - -:. =c>;•-):r'r i:••1--:-rr r!. -c � j; 1 ? ��r,-tj'.- rt i P SIT T' in D t _'7 l'••• .,>.•.,5 Sl .r ST ST D _ e . ,` :. £ ,s? ^L" 0 r%:r:-;V�'.' ;;� J� f � � A #". • • p S " " • - I ".•i;."'°•=-lr := ��t..t'Si; �,...�t •,Y '?�""i..: •.••r>-iyr' t .D A • ® r -- ' °-,•-. E A I • D y... r y s, i' >•i • .a!p5`r.«a"i - i.:.J.�:..:,y,-ice, ° A ST P - s t t _ x:;>s Y + ,n ✓- �._ ' Fw F` r. J .. _ 1:5'': �:?.,a i�•<'i� e �:,:? „• ��-i'{�b$`ya_��'S `,;..e.� •°; is 1 .,f`�;= ': ;• 6 t I .,.. [ i•�L,r >,,`yy r`.`a.'?;?azz..�i+. :PY',-`4 �Sf, �; r�.;:.[.•o.�..,,•�=x.Pi 4<; 1 .D. aD- :rw-r '-�;.`• y, .�- a•.:.t.......r•c.:p:r6.}!i,,Jn.1 M•�: ii: r, r f^• .t. '� > M1 1 T c:h.�..;-.k ti.,i+;1•i,-it'w•_-3'% .p �/ . — '.,P'3i+••.•'•�'ir+;,'l'.�:f� :' :`:" s•r !+ ;..r' '�4 >1:;� .:�, �� a �,+' i 4'•� _4 �y i I v) s ,.,, :•f i- sr•. tt•••^, �:n.r .i". •a .:t�i.'s:t'- y-rsf P' �°, _ _ .p •�.r••i-r",.:�-•s.rS. ..y£ r iv:'{v>+- rl,, r. •:,,/y..z> rGs'' f''re. �;',•' C'=� y t p ST Yr•'�:a .irJJ ;: : M-: e.'•,1. °r:. .,%+' , tt v, >.Tev�_ Cy. T 1.:L :�y.. uu iiiy�. Ca..-�` / I P--'-�"r L.•_e L;,i I�'l*C•'•F �.•rhl��a:-i Si�l�l:%`F'•�aY-.r Aa,i..'::j:;�'-„K A' f"•'`."..rYty'...'.,rj'y "•' Lr+ T S !4$.rs» h:3=r^r .�a: >=e15 ••r;��a� ,,��ss r ;. •' _ i• • P : � _°C"' *ir .>:'' t•�.:*Ji'•`T:"ar 15:':: 1h�•i. I.'1,-rf'''0::: •. ° _ &T° r:v>\'i w[r1�?�.d'n L�f�,, th'. y::t _ t r- 'D' • •°• ° . . .• .�.�.•rt ..1 y��.1^x• f,�•ry f. t,.t ,t:iE•Jra. .qt.}r�: 1 .Sr '-[..."�'•'. r: .. i:��:1.r f� c_.,%:'+r.t•.'; fQc?:r:. r ,'„'..y f•yl". A ih•& b A sr �-' � •�sw a �.:.;ss�?'ji'1., t•,x rt 2'`r'r.t; v'>i sue/ "'r 1(n / l J 4 D �-. .-•t• P' o .D � '-•". ST -•>7 a:Ci=-x6...i�.,£.;rc ul;r`•�i.x�„.'�i P.D' �• ( •. Din .0.• b. Dk-.. ? D P'`i j .Db.•°• �► D :P•• 1 ? NORTHGATE PROPER APARTMENTS ,A �\\ ti {� ±312 LF OF S \ 3 & 4 STORIES �� SILT FENCE \ t1 55' MAX. BLDG. HT. N, I FF = 348.30' \ 26,603 SF } \r ti�j ST S-6 u -----`` Q W-8 1 CJ Mil I�i�'111�iiiirttrrr�ra....�.� Rif � ■>t:I i >„aa �' �tifi'�ii�ii�7ii ii�iiiiii!~'iiil�ital�'!r `~�"' "-`•�• i[t �IIlr'►�1<eri%�i�iwt,:.:.�.c ... I•r•■nilit�lin.ta>i[...._._. _.. �i'+tee` SC�lis.7,?iiiiiiiiii# �/► �%/ = �11iiara.[:...r �.► .ltll� " r� �r .I.rtit-i1—_` a ..=-�..,y; < ; ;MEN!�. ►1i 1 :±tL.-• =tiL�� t�=� I► _.►lliiiii��ilriiTir��l.`�r.i 1�►:iT�i�ifY!fMi.ii��J�?�`r'�iiirlll�. �'�t.•t + y ,--�Cawl�=yyl► �, "�"'�..�.�t�w•�rrliwj►�' ��-; t��►..,..<r:.uaac��.�l■r��aririarr...�r�i �iir■iniu....=_.�.. 1►� `? iiiiia•iMiir�i1��rr/..r�■n� �ri��`iitirr M# ii!lliiii�ia`. I+iiriiifalii.r�� e�..`:�_"��lii#.�i .teWE n 1-.•.- ;., (�, IN -moo iilSiiU��i�iiiiC'�iiii iM►`Q' jl�:j+=1�t.T rrw�..�. ii ''iii�ll.r��,~�" '=' 1 �rt,'ii{li _'_" it' r?r �'i-;C�r/w r��✓i1� �\'►sl!>i:�MONIN iiiiilta+' .�• a--< ,- rll "`�•"I$' --�r'iur��?; i r rasl�.rSCsi►Zii� iiiiiiat.ta' �,urr_ ,!+__ - a - . iir„��i,,�fwYMll[�E1lr!Mtn'SJiii�t�'r�'`+tiiiiiWyrr�.�>.e ~- ice_ iiiiiiiiiiirt"'`"�iur -•.. rit�.•..,. :►�j/ila�• 1�i-. �`w�w Y�I_�Ii'..ir�I• i�+l"H�C'� ti!t►.I�r;--�"'�i�iii�iiiiiiiii�►� `�. �Liil�ili�riatrrrr�.rr<Ll�r."��i�iiiiiii•�iiii�ll�r..- `_"`►w��I`~� e._.._ ��j . ;� ��_i�L`�JRff�--.ia'-.y��iit�f�'.►"i!` `�;il�rrr.�i�i�ifr.a`c��^"t1iR��H �� i��iiii�iiiilltl�.r..r.__'----...,_. I�p•��,.. r � 1�iiiF.l,NiFQ.ft--l��ri:��irair... �rn.� 11� �� i iiii��_..arm_..L''�:��i: �itii�•_� !1 --{'NLET PR°TECTI°NI TAUBER STREET i S-6 S-fi S-6— —S-6 S-6 S- S-6 S-6 S-6 S-fi S 6 S-6 W-8 W-8 W-8 W-8 W-8-----------.W_8 UE — UE -.______----. UE --- UE "`` UE '_--------- UE-__� UE-___-_---- UE •-._.-� UE-_..� UE "_ -- UE 6" MIN. DEPTH STONE VARIES (ASTM D448, 3" TO is 5" DIAMETER) OVER 50. 10 10 GEOTEXTILE FABRIC WITH SAME SQUARE FOOTAGE. _ EXISTING STREET NOTE: 6" IN. DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT / CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO FABRIC ADJACENT PUBLIC STREETS. SUBGRADE „ MINIMUM 12' SHALL BE FULL 'r WIDTH OF SITE ENTRANCE CONSTRUCTION EXIT DETAIL N.T.S T r TAT T Tom■ T � !T T LT VRL• !> METAL T POST - AS REQ'D. TO MAINTAIN. SPACED 6' APART SILT FENCE AND/OR HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW. NATURAL GROUND "7 2"X4" WIRE MESH FASTENED TO T=POST -- SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST & WIRE MESH 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. s DIREC 01OF,IFI.OW ..... Ns: " 4" - - 4'X4" MIN. TRENCH 20" SILT FENCE ASSEMBLY N.T.S GF OT : S`6 S-6 S-6 UE UE 1� 8 LIE Ug GRAVEL BAG TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION . THE SEAL APPEARING ON THIS LLC JODOCUMENT WAS AUTHORIZED BY SEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON JUNE 25, 2013. College Station, Texas77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED J05NO. DATE KERR JPS DLD JPS 12-204 JUNE 2013 N.T.S FI M # 12327 SCHULTZ ENGINEERING, jLLC ~"ST VICINITY MAP I � � — 5— S-6 S-6 -- ST UE ST --m ST IV IV PFXMECT n: LOCAT'IQN 9G� F� N NOT TO SCALE eA • APARTMENTS L C TS 6-10., BLOCK 2, TA UBER ADDITION NOR TIIGA TE --- COLLEGE STATION, TX S-6 S-6- 10 5 0 10 SCALE IN FEET I r1 I ! i +15 LF OF SILT FENCE ''' '' - 't•.'�.:r .:. -..:: { EROSION & SEDIMENT CONTROL NOTES: 1. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. 5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR150000 REQUIREMENTS FOR CONSTRUCTION SITES. 6. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. SCALE VERTICAL N/A HORIZONTAL 1:10 PLOTTING SCALE: 1:1 FILE NAME: 12-P-n4 SHEET [ U) i Vri j � 345.79 £G A AE 348.28 EG 348.64 EG 343.46 TO, C I AE -i --- -AE AE AE AE� - AE AE020348.56 TC 34g,28 TO nnTo 346.80 TO 347.33 EG 347.80 TC 345.80 C S-6 S-6 S-6 5- S-6 S 6 S-6 S-6 S-6 S-6 S-6 S-6 S 6 -6 S-fi S-6 S-6 S-6 S- TC 343.52 TC,ILd IT tit T 10 y I •___,j ( 344.30 TP ;-ST I 347.27 TP TP 343,07 TP4A �I e TP 344.10 TC -j - �, LijST T -- 1ST ST ST ST T ST STD---- ST �� 50 STT S ST ST ST ST 4 �~~ 3 5511TP 3 q + 344. 4 TC 345.4D TP 348.81 TPST T ST ST STST ST ST ST ST--- ST ST ST ST ST 348.1 D TP 5T ST ST STST ST ST ST ST T ST ST ST ST344.924 I `� s k ST ST ST ST S1 ST ST ST ST ST y�� ST �1-- ST ST ST ST ST 343.65 TP I 344.60 TO FLOW BREAK POINT w 344.20 TC `•. t 347.74 TP) 343.1 TP IN PARKING LOT 1 t a¢ ST ST ST ST ST ST ST ST ST";7��-ST ST r 347.za TP --T ST ST ST ST ST ST ST ST ST ' ST ST 5T 345.55 TC { II t 3 .65 TP 345.14 .2o TC 7.50 TO .3 .30 TP y 347.50 TP /347.65 TP 34 . 3g7.3D TP t� 4$ �0�f-- ST 8. 6 TC ST T ST Slj ST . ST 343.99 TW 5� J� 345 " ° • - "�'"-"--� - l to 347.60 TO I ` 48.20 TO �348.17 TC i LLI j ---�- 348.20 TO SA Lao 1 t 348.24 rn 343.757 5N 344.D4 , l i` 347.75 TC 347.30 TP i 1 348.00 is JX pit ' \ 4412 / fty it 3 62 TW /348.55 TD 1 1 „348.55 M ,I 343.75 I j T j f t 344.D 51 347.04 TI J t "' } 348.1d TC / 347,95 TC7 �' 347.17 TP 347.58 TO 65 TO f i I v ': I 348.00 348.00 TC E-•-• j ( a _ 348.1 d TW 348.15 1W / 347.72 TO,/ 347.54 TO / TO 348.1 TW r 347.80 TW 347.0 TP o {{- 348.15 TW 348.12 TW ( 34$.1 TW 347.89 TW 347.66 TW 347.71 TW 348.15 TW f-- • r �i �Ic It 1 -... ��► -le ll �ll1a� �,nif : � �El� �� , , i ,.�..: _ ... • : I?,.i�1. t E1 L'R'��1:7 - ffis gill I � � •:Itt .28 TW no � � ----•ter' ir► �-- �_ , . • • , i _""� .�: ,.� r.,l----.•• �•--�r � t fir, 3 ■�\''�I#r�#�iltr�w:.^"r.�rl#�i�iRr�'�+.�#�+w##y#�ir�y�jZ�lrv•7.1ry## # i'.�R.�tit.R1....,.�,....�_..__ fir ~~ � 1`; '_��I 1�rr■a�T�rr■rnrr■rr■rr■�##ramr,#..1,1.�1�Ir,atsR+.rR,�.�i!S';� • �. I■ Jl� 1J . . �#Trrri.,tlltr �ii'�">!��# # ` fi1iy####�[##�##�tC1+ r♦tiNa `!?rniq�111�.,r� C��71 • . • _ _�.Acy,,�.'V1rw�r � �y.-. tE � 4L%92 iW 348. 347.69 -' '_' ., �' = 3LU 41.118 TW UE UE � UE 346.22 TAUBER STREET 347.17 TC ` 347.56 S LU 1 TC d4 TC V► • p 348.50 TO " S-6 S-6----'-S-6 S-6 ' • '• ..i ,.. ;'.. y: '� aY g i. i. • ' » . ,:r 348.78 TC S-EI S-6 S-6 S-6 S-e------S-6 -S-6 �i: .e: S-6 S-6 Y 0;•''' �''7 349.09 S 6 _ S-6 5-6 ,g-6 •: ' : :.. S-fi 5-6--T --S-6 4 Gin�nsrnucTlDN NOTES w-a w-s - w-s W-s w-s ____-______w-s :�:•`• '":Y,;1�, ' ,-': r,:�; 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS -------- - --� -� ; ;•; 'y' •s , , W-$ DETERMINED BY THE STANDARD PROCTOR TEST, ASTM D698 , AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 3% ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE PAVEMENT SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. :• , : �; • ,, •. _ ., �~~~w 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED`. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE a "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. t 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. 4. THE TOPOGRAPHY SHOWN IS PREPARED FROM FIELD SURVEY DATA. 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 7. REFER TO PAVEMENT PLAN FOR PAVEMENT CONSTRUCTION DETAILS AND NOTES. B. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE R ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. SEE GEOTECH REPORT. 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 10. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY 'PLUG" SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THIT PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET THICK. 11. REFER TO THE GEOTECHNICAL REPORT PREPARED FOR DETAILED SPECIFICATIONS ON SUBGRA[E, PAVEMENT, FOUNDATIONS, ETC. GEOTECH REPORT PREPARED BY: CSC ENGINEERING & ENVIRONMENTAL CONSULTANTS, INC•, ENTITLED: "PRELIMINARY REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL STUDY, PROPOSED TAUBER APARTMENTS EASTERN CORNER OF INTERSECTION OF TAUBER STREET AND CHERRY STREET, COLLEGE STATION, TEXAS" DATED: JULY 27. 2012. TP - TOP OF PAVEMENT TT - TOP OF INLET TC - TOP OF CURB TD - TOP OF DECK TW - TOP OF WALK EG - EXISTING GROUND 0ARCHITECTURAL REVISIONS 6 � R• J THE SEAL APPEARING ON THIS hults G'. E ine �' 7L.LC DOCUMENT WAS AUTHORIZED BY JOSEPH P. SGWULTZ, P.E., LICENSE ng 2730 1-6m mire Suite A NO. 65889 ON JUNE 25, 2013. College Sation,Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE N0.32327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 JUNE 2013 *. .. 0 N JOSEPH� P. SCH........ 4.TZ 0 ,........................... � sass FI M # 12327 SC ULTZ ENGINEERING, LLC APARTMENTS LOTS 6-10., BLOCK 2, TAUBER ADDITION NORTHGATE - COLLEGE STATION, TX 3• 349.60 350.90 TO ,� 35i.05 EGA � �sT9.90 TC -- 349.40 TP S-6 n-8 Is TC 3 TP- 0 TP S-6 ,,351.80 TW 350.10 TP TW TP 351.12 EG I 352.41 EG �347.78 1349.55 TW`� ' TP 351.50 TW TP f - 348.28 TW iS 348.2" W Z tJ) 351.20 EG 352 32 EG 348.75 TO 351.50 Tw 347.75 TG 349.55 TP 348.2 1W � 347.30 T� •, ,. N. 348.95 TC 351.35 TW t • J i •i ,1 Y9.30 TP •I _48.49.25 TO 1351.25 TW _ 11 �� > r• rs••-.. t r i Tt II • - �ii5ie t t EGI 349.95 TO _ y� 1• �~ i350.40 TO L,. .ui..R,,,,,uf+}ry�rrn��:�:eii��'�..Y�Ilflrrs�,� , •, � { �o� �{b /349.76 TP �1r::�rartl�ll�tr#>rF��rl�,�eii�■�J.,."' ��------� �. ,,. • • ;t iYl•#�i #�� 11#L�1�1'•3+7,�liit#####)•��/i�� +.err:.-_--- _-,-.-."j .t+�r'it►I..��_`_ r.r..._. -. �#��tlll�_III•�f_�,rrR�itirv�...,��,•�..�.�,...-_ a .. ,. 349.98 TP'Y s-s S-s S-s T V349 U@T ST --� sT Sl._ - 349.42 TP MATCH EXISTING A' AN SI 10 5 0 10 SCALE 1N FEET PRADIN(`;� PLAN- k-T SCALE VERTICAL N/A HORIZONTAL 1:10 PLOTTING SCALE: 1:1 FILE NAME: 12-204 W Ld ry Ld U TAUBER STREET S-6 Lo w-s w-8--------w-s SUE --`--------LIE UE -------_____ UE .� __�__ O UE �"-- UE BUILDING FOUNDATION PER STRUCTURAL & ARCHITECTURAL DETAILS #4 BARS ® 12" O.C.E.W.— MIN. 3 CONTINUOUS LONGITUDINAL BARS IN BASE MIN. 2 CONTINUOUS LONGITUDINAL BARS IN SIDES STONE/BRICK VENEER OR STAINED & SCORED CONCRETE PATTERN ON ALL EXPOSED VERTICAL CONCRETE SURFACES > 6"IN HEIGHT PATTERN & COLOR SHALL COMPLIMENT BUILDING STONE/BRICK I GALVANIZED -: SLOTTED BAR GRATE TOP: 347.80 HEIGHT VARIES (SEE GRADING PLAN) I 348.3 DISTANCE 2 I-.--- 2" VARIES • UJ • ! f-1 I = I i=I I 111=12` MIN.- -Izz�$': a i rii r � i rir r 11 #4 BARS 0 12'Ii � ITT-r I —,L -, 1 ARCHITECTURAL REVISIONS DLD 06/25/13 MARKI REVISION BY DATE SECTION GC N.T.S HAND RAIL PER ARCHITECTURAL DETAILS CORNER BARS #5 BARS 0 18- O.C. EXTENDED INTO CONCRETE SIDEWALK BASE MIN. 18" '-PAVER SIDEWALK I II I' W/ CONC. BASE PER SITE DETAILS ILly III-1` CORNER BARS #5 BARS 0 IS- O.C. STONE/BRICK VENEER OR STAINED & SCORED CONCRETE PATTERN ON ALL EXPOSED VERTICAL CONCRETE SURFACES > 6"IN HEIGHT PATTERN & COLOR SHALL COMPLIMENT BUILDING STONE/BRICK I — HEIGHT VARIES (SEE GRADING PLAN) IFI ELEV. 348.3 VAANSE f� ELEV. 347.8 ICI . A.Y .-c f� ��-�• V' t IIiID 11 �IIIN.I II BUILDING FOUNDATION PER STRUCTURAL n ••. I I I I I�I, I & ARCHITECTURAL DETAILS Y #4 BARS 0 12" O.0 E.W. MIN. 3 CONTINUOUS =11 FEEI 11Y-1 11=111= LONGITUDINAL BARS I' ' IN TOP & BASE #4 BAR5 12` i —�! 11f=j 1 i II MIN. 2 CONTINUOUS 0 LONGITUDINAL BARS IN SIDES SECTION D-D N.T.S THE SEAL APPEARING ON THIS ..z.7c E i■ � ee 1' LL'0=1'&L; DOCUMENT WAS AUTHORIZED 8Y J05EPH P. SCHULTZ, P.E., LICENSE 2730 i,ongmire, Suite A NO. 65889 ON JUNE 25, 2013. College Station, Texas77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 JUNE 2013 rOisi, EOFTj ........... 65889 20 10 0 20 SCALE IN FEET A HAND RAIL PER ARCHITECTURAL DETAILS CORNER BARS #5 BARS 0+ 18" Q.C. EXTENDED INTO CONCRETE SIDEWALK BASE MIN. 18" %-PAVER SIDEWALK W/ CONC. BASE PER SITE DETAILS I1�1 caRNETt eARs #5 BARS Q 19" O.C. --95-1.3 FIRM # i 2327 SCHULTZ ENGINEERING, LLC STONE/BRICK VENEER OR STAINED & SCORED CONCRETE PATTERN ON ALL EXPOSED VERTICAL 6" CONCRETE SURFACES > 6"IN HEIGHT PATTERN & COLOR SHALL COMPLIMENT BUILDING STONE/BRICK fQ } 1 I HEIGHT VARIESI— (SEE GRADING PLAN) I I..I ir I- T.'a .•.• a.11ii= CONCRETE PAVEMENT SECTION A A -2" DIA. WEEPHOI E 0 18" O.C. CORNER BARS #5 BARS 0 18" O.C. EXTENDED INTO CONCRETE PAVEMENT MIN. 18" #4 BARS Or 12" O.C.E.W. STONE/BRICK VENEER OR STAINED & SCORED CONCRETE PATTERN ON ALL EXPOSED VERTICAL CONCRETE SURFACES > 6"IN HEIGHT PATTERN & COLOR SHALL COMPLIMENT BUILDING STONE/BRICK HEIGHT VARIES (SEE GRADING PLAN) III —III_ I —•CONCRETE PAVEMENT II� : - CORNERIIL OARS a EXTENDED INTO CONCRETE { PAVEMENT MIN. 18" ...T#4 BARS m 12" SECTION B-B N.T.S N.T.S 6" AV HEIGHT VARIES (SEE GRADING PLAN) CONCRETE PAVEMENT-J SECTION G-G STONE/BRICK VENEER N.T.S OR STAINED & SCORED CONCRETE PATTERN ON ALL EXPOSED VERTICAL CONCRETE SURFACES > 6" IN HEIGHT PATTERN & COLOR SHALL COMPLIMENT BUILDING STONE/BRICK CONCRETE STEPS NUMBER AND HEIGHT VARIES ©1© a Ltv: 3.3 (SEE GRADING PLAN) 11111-�IjIN.I BUILDING FOUNDATION � • �... PER STRUCTURAL & ARCHITIEC DETAILS— cl r= 61�1 #4 BARS 0 12" Q.C.E.w 6• 6" ' I T I 1 l I f I --I l I =1 MIN. 3 CONTINUOUS I I lyl [?�'=! LONGITUDINAL BARS iG IIf=1lI—"RS`®IN BASE;2' Il=1I�If�I _ „ MIN. 2 CONTINUOUS I I I= I (� B O.C.E W.1 LONGITUDINAL BARS IN SIDES i-Ij T c1IF SECTION E-E N.T.S NOR L,"DOPE 1 -11 Ly-tl I Ef I —11d APARTMENTS LOTS 6-10, BLOCK" 2. TA UBER ADDITION NOR TII GA TE - COLLEGE STATION, TX CORNER BARS #5 BARS ® 18" O.C. EXTENDED INTO CONCRETE' SIDEWALK BASE MIN. 18" %--•PAVER SIDEWALK W/ CONC. BASE PER SITE DETAILS II lNER BARS BARS 0 18" O.C. —2" DIA. WEEP14OLE Ol 18" O.C. CORNER BARS #5 BARS ® 18. O.C. EXTENDED INTO CONCRETE PAVEMENT MIN. 18" #4 BARS 0 12" BUILDING FOUNDATION PER STRUCTURAL & ARCHITECTURAL DETAILS #4 BARS 0 12" O.C.E.W.-•' MIN. 3 CONTINUOUS LONGITUDINAL BARS IN BASE MIN. 2 CONTINUOUS LONGITUDINAL BARS IN SIDES HAND RAIL PER ARCHITECTURAL DETAILS SLOTTED BAR GRATE CORNER BARS TOP: 347.80 HEIGHT VARI #5 BARS 0 18- O.C. (SEE GRADING ) EXTENDED INTO CONCRETE SIDEWALK BASE MIN. 18" ELEV. 348.3 j 2" 2" PAVER SIDEWALK =77.'. I I [ I —I I' W/ CONC. BASE •• PER SITE DETAILS SECTION F F N.T.S SCALE VERTICAL N/A HORIZONTAL 1:20 PLOTTING SCALE: 1:1 FILE NAME: 12-204 i-- L.IJ LLJ F— (n O IZ Lo Iy Li _ U SVo --- 6" CON PAVEMEP STANDARD BRICK DIMENSIONS: 71;X6"x3%"x2 " #3 REBAR 18" O.C.E.W 4" WIDE CURB FOR EDGING mm1^11 MA%R mm 4" THICK CONCRETE (6" FOR DRIVEWAYS) 1" THICK SAND BED NOTES: 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETE SHALL HAVE A 28-DAY STRENGTH OF 3500 PSI PATTERN: RUNNER BOND BRICK PAVER DETAIL N.T.S 1 ARCHITECTURAL REVISIONS DLD 06/25/13 MARK REVISION BY DATE X — - 4" 0 #4 BARS 0 -4" X 18" SMOOTH EXPANSION DOWELS N.T.S STEEL REINFORCING BARS * CONCRETE PAVEMENT fir` �; s--s••ti:�• �-a; .•—•..r. -_•e X " 6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 5" AS SHOWN ON THE PLAN * 6" PAVEMENT - USE #4 REBAR ® 18" O.C.E.W. * 5" PAVEMENT - USE #4 REBAR ® 18" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S „ THE SEAL APPEARING ON THIS lt.z Enj n ee n DOCUMENT WAS AUTHORIZED BY /`i,.;y�� 1 JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Lon mire Suite A NO. 65889 ON JUNE 25, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED I DRAWN I APPROVED I JOB NO. I DATE KERR I JPS I DLD I JPS 1 12-204 1 . JUNE 2013 PAVEMENT CONSTRUCTION NOTES, 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28-•DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. IF SUBGRADE PI IS GREATER THAN 21 FOR SOILS BENEATH THE PAVEMENT, THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4. AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO. A DENSITY. OF AT LEAST „989.. OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM M98 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT MM 264, "LIME AND LIME SLURRY". THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. 4. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING' SHALL BE REMOVED AND REPLACED. 5. JOINT SEALANT MATERIAL TO BE SONNEBORN SL 1 OR APPROVED EQUAL 6. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. 7. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 8, MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT 9. REFER TO THE GEOTECHNICAL REPORT PREPARED FOR DETAILED SPECIFICATIONS ON SUBGRADE. PAVEMENT FOUNDATIONS, ETC. GEOTECH REPORT PREPARED BY: CSC ENGINEERING & ENVIRONMENTAL CONSULTANTS, INC., ENTITLED: "PRELIMINARY REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL STUDY, PROPOSED TAUBER APARTMENTS EASTERN CORNER OF INTERSECTION OF TAUBER STREET AND CHERRY STREET, COLLEGE STATION, TEXAS' DATED: JULY 27. 2012. 10. THE DETENTION AND DRAINAGE FACILITIES MUST BE CONSTRUCTED FIRST JOSEPH P. SCHULTZ FIRM # 12327 SCHULTZ ENGINEERING, LLC NORTHPATV PROPER APARTMENTS NOTES: 1. MATERIALS AND METHODS FOR PAVEMENT MARKINGS SHALL CONFORM TO TXDOT STANDARD SPECIFICATIONS (CURRENT EDITION), WITH THE FOLLOWING EXCEPTIONS: 1) TYPE 11 MARKING MATERIALS NEED NOT BE PURCHASED FROM THE DEPARTMENT, AND 2) GLASS BEADS MAY BE OMITTED, BUT MARKING MATERIAL SHALL BE TYPE II PAINT -TYPE MATERIAL. 2. EXISTING PAVERS SHALL BE SALVAGE AND REUSED IN AREAS OF PROPOSED BRICK PAVING SHOWN ON THIS PLAN. ADDITIONAL PAVERS MAY BE NEEDED TO COMPLETE NEW INSTALLATION. 3. ALL ADA ACCESS PATH(S), SIDEWALK(S), AND PARKING SHALL BE IN ACCORDANCE WITH TAS, CURRENT EDITION. LOTS 6-10, BLOCK 2, TAUBER ADDITION NORTFIGATE -- COLLEGE STATION, TX LEGEND w w PROPOSED LANDSCAPED AREA w w PROPOSED BRICK PAVERS a PROPOSED CONCRETE a SIDEWALK PROPOSED 5" CONCRETE PVMT PROPOSED 6" CONCRETE PVMT PA VEMENT PLAN MARK LOCATION WITH GALVANIZED CARRIAGE BOLT %" X 2" EXTEND END 12" BEYOND CONCRETE AND TAPE BOTH ENDS SIDEWALK OR PATH WHERE APPLICABLE 12 4" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. PVC S 4 VE N.T.S. SCALE VERTICAL N/A HORIZONTAL 1:20 PLOTTING SCALE: 1:1 FILE NAME: 12-204 In FEET INSTALL BOLT IN WALK SHEET 11 ARCHITECTURAL REVISIONS!. j'''� © ring,. THE SEAL APPEARING ON THIS h -u. E1 1 ' G LLC. DOCUMENT WAS AUTHORIZED BY n mire JOSEPH P. SCHULTZ, P.E., LICENSE 2730 LoSuite A NO. 65889 ON JUNE 25, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 JUNE 2013 FIRM # 12327 SCHULTZ ENGINEER4NG, LLC NOR THCA TE PROPER APARTMENTS LOTS 6--10, BLOCK 2, TA UBER ADDITION NORT.HGATE -- COLLEGE,STATION, TX TIL I T PLA N SCALE VERTICAL N/A HORIZONTAL 1:10 PLOTTING SCALE: FILE NAME: 12-204 SHEET AE AE AE EXISTING MANHOLE-•-AE RIM=343.60 FL 34D.60 S-6 S-6 5- S-6 € PIPE ,0, 36' HOPE PIPE 3 7.3 LF 0 0.50% I LIN 101 w 24' GRATE INLET ¢ RIM: 3.30 36" HDPE PIPE FL IN: 33939.00 8" HOPE PIPE FL IN: 338.83 12' HDPE PIPE FL OUT: 338.50 --- PIPE 140 - 8" HDPE PIPE 15.2 LF 0 1.00% CONNECT TO EXISTING 24" STORM SEWER PIPE FIELD VERIFY SIZE AND f ELEVATION (CONTRACTOR PIPE 101 cn N SHALL CONTACT ENGINEER 12" HOPE PIPE WITH ANY DISCREPANCIES FOUND 26., LF ®a.80:6 4 IN THE FIELD) E FITTING 120 h 8" 45' BEND ijl U) �'< 8" HOPE PIPE FLOUT: 339.00 REPLACE 15 LF OF ` STORM SEWER PIPE AND CONNECT TO RELOCATED INLET FLOW BREAK POINT w IN PARKING LOT PIPE 139 12" RCP PIPE 20.7 LF 0 0.79% PIPE 141 8" HDPE PIPE 8" STOR FL=337.99 c�i 10.8 LF @ 5.00% 6 FLa340.a7 SEWER I r\ SST - ,t ■ti ■ c 1 •,1Jt\��' 1°illl�l Y r ► a• A • 1� a a- { a• • 1 i 1■1■1��,��I S-6" "S-6 S-6 36" x 36' TEE 36" HOPE PIPE FL OUT: 339.04 PIPE 102 36` HOPE PiPE 5.0 LF 0 0.30% JFITTING i02 PIPE 104 FITTING 105 - FIT x 36' TEE 36" HDPE PIPE 36" 90' BEND 3V HOPE PIPE FL OUT: 339.06 98.Q IF 0.50% 36" HDPE PIPE FL OUi 339.53 V2,T ST 3 ST T ST ST ST STE ST ST ST S ST ST ST ST Ej PIPE103 PIPE 110 FITTING 106 3fi'HDPE PIPE 36" HDPE PIPE 3e x 36' TEE 5.0 IF 0 0.30% 36" HDPE PIPE FL OUT 339.55 5.0 LF � 0.30%�r_ST ST ST ST ST ST ST ST ST ST ST ST FITTING 103 PIPE 106 PIPE 105 PIPE 109 36' x 36" TEE 36" HDPE PIPE 36" HDPE PiP£ 36" HOPE PIP£ 36" HDPE PIPE FL OUT: 339.07 104 98.0 LF ®0.50% 98.0 LF 1a 0.50% 5.Q LF ®Q.30S h 3 xITING36 ~ ST ST ST ST ST ST ST ST T ST ST ST ST ST ST ST ST 36' HDPE PIPE FL OUT: 339.56 INLET 103 1 INLET 104- PIPE 133 PIPE 10B 24 GRATE INLET RIM: 347 6 2e GRATE INLET - V-5724-1 36" HDPE PIPE 36' HDPE PJPE 15" HDPE PIPE FZ IN: 341.92 RIM: 347.69 5.0 IF 0.3DS 5.0 LF 0.3D% F FITTING 1,7 15' HDPE PIPE FL OUT 341.82 ST ST 12" HDPE PIPE FL IN: 34244 ST ST ST ST ST ST ST ST ST ST ST T FITTING 115 - PIPE 135 PIPE i36 3fi» x 36' TEE 36" x 36'. TEE 3fi' HDPE PIPE 36' HDPE PIPE PIPE 107 36 HOPE PIPE FT_ OUT: 339.56 PIPE 112 ,� ,2' HDPE PIPE FL IN: 342.44 40.6 LF 0.51% 36' O 1# IRE " 15" HDPE PIPE 15" HOPE PIPE FL OUT: 34227 36 HDPE PIPE 15" HDPE PIPE 3fi' HDPE PIPE FL. OUT 339.09 2.5 LF @ 0.30% 48.3 LF 0 224% [32.3 LF 1.00PIPE % ST T ST ---- ST ST ST ST ST ST ST T ST ST ST ST Q ST T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST /7'_ 1 aEFF. < J8 101 JUNCTION BOX FITTING 116A PIPE 135A RIM: 347.36 PIPE 137 PIPE 134 PIPE 135E 367 HOPE PIPE 1 HOPE PIPE FL IN: 340.59 15" HDPE PIPE jt�' ;s : c &?:i �';i d?vc!i;�.. r :es�^Gr -'. '•�c;.:j .ga r'�=� :': n''s!{i� ss":t''i we ' 36" X 8' TEE 5" H FITTING ,�8 :ni,:.,:�a _*-,. �:`v`�;rli,.i,a t Tit= t.:t rr•cf3:r.:�r• x :. >�y . • v: 8 HDPE PIPE 9.3 LF 0 1.00% {4-`z�'ft: rr •r.`::.c 'v.,�r.: .',ff 36.r HOPE PIPE 36" HDPE PIPE E'L OUT 339.3? 55.1 IF W 0.50% 36" HDPE PIPE FL OUT 339.59 15 x 15 TEE^..,=«?�l r ra.;r,y �_r.,3t c.,.�Kf(1. d� :yr�,l it +• ''��;; i�:.; •y: •T , 9.7 IF ®f 1.00% FTTTLNG 157 ,;: / '`� ;,-� 5,:-';; sn - r PIPE 12, 5.0 I.F' +9 0.30% 35' HDPE PIPE FL OUT: 339.59 PIPE 111 � 15" HDPE PIPE FL OUT 340.70 � •'4�.''�-�X't•r"ram:-, xa.i.- •Sv"'.•• �' •�'.�.`�- .. :d.� t .Y ss• W' ..i. • T: 12" X $" TEE-:•x::Y`b ..r cs%" !.• ter. ...,. ti'e'« -: ..2: - "'•' f ••, a« .ti ..r. ,2" HDPE PIP 15" HDP PfPE ,n �•=, .,•r_e NG 1$.t iF 1.00% 102 ••�= r:` t L: �:`� ;:.T'.4•< :' 3%:^`:7stii off. :��u ! t: FFTL1 116 INLET 12' HDPE PIPE FL OUT. 341 29 ` FITTING 163 - �1 / , {sue- .. +:��n , s,, x_,. $.9 LF ®,.095 . f;ri:rw. t- 36" 917 BEND " 24" GRATE INLET - V-5724-1 _f"� < , r� s L '• a �• �j'': J 4 v DOWNSPOUT i2 x $' TEE %. {' r. _.�;y. •~ PIPE $ ::..J• INLET 1i r, N O Pl E ,27 RIM: 347.Q4 36 HOPEOUT: 339.10 '? , •r: '• :'��,7:i:+•r .rc. tt PIPE FL ,rr,�s:_-+_,,.!•s �rr:J CONNECTION 12" HDPE PIPE FL OUT' 341 38 �=•+�'• � •-•7' • �` » :r JU ON BOX 12 HDPE PIPE 12" HDPE PIPE F1 IN: 34i.00 12 HDPE PIPE tr, �,�; i;s�t,-p y�,- «;v ,;�y�fy TRENCH DRAIN �� , f 8' HDPE RIPE FL O c : RIM: 39.93 �� 11.5 LF 1.00% 15" HDPE PIPE FL OUT: 340.90 3.3 LF 1.00% ;-1 f' „r,, -GTM ; � x•- � s ,�:` %5 ;::; RIM: 343.66 t ; it- l+ y 4�' a 8" HOPE PIPE FL IN: 342.89 12 DPE PIPE FL 1N: 338.26 FITTING 164 PIPE 167 - FITTING 156 �r=4, j:r f'.y: N F.:, ys f fr:` w< 12" HDPE PIPE FL OUT-. 8" PE PIPE FL IN: 338.59 FITTING 114 PIPE 138 12 x 8" TEE ;^� °4s= y.. 12" P PIPE FL OUT: 336.,E " 12" x 8" TEE 12" HDPE PIPE 12" x 12" TEE 12` HDPE PJPE '- r; eDDWNSPQt 12 HOPE PiPE FL Otis: 341.54 t` 17.6 LF Os 1.00% 5.7 LF 81 LOOS 12" HDPE PIPE FL OUT 341.32 F 12' HDPE PIPE FL OUT 341.13 `°�,~�,<• FITTING 160 CONNE( FITTING 119 PIPE 128r, .; :, 'E. 142 PIPE 17, =1P)P'PE `•,�:;'• �. 12" x 8' TEE 8" HDPE PIPE FL 4UT: 3S NORTHGATE PROPER APARTMENTS L 12" x 12" TEE 12' HDPE PIPE FL Oux 341 50.`•.- .;. • •• S-6 S-6 II q - PIPE 114 �� 12" HOPE PJPE 16.7 LF ®1.OQ% FITTING 1a7 12" 45 BEND - ST i2` HDPE PIPE FL OUT: 342,62 I PIPE 115 12 HDPE PIPE 12.3 LF 0 1.00% Sj APIPE FlTl1NG 108 \ ' 12 45' BEND PIPE ,22 -�•-� 12 " HOPE PIPE FL OUT: 342.75 ' N l 12" HDPE PIPE 132 1PIPE 12" HDPE PIPE 5.1 LF 0 1 ADS FITTING 109 HDPE E 12 HDPE PIPE 6,0 LF Of 1A0% ' LF $t 0% ,6.5 1F 1.00% 12" HDPE PIPE FL OUT 341.19 `:`...r�?'' _,-_ �1: INLET 105 12" x 12' TEE 3 8c 4 STORIES INLET 114 •:.': f :. ' ' n n (• FORTING 161 P Q a PIPE 128 (2} ° INLET 112 yY ; fcy PIPE 129 " `'' ; c 12' RIM: 00 ► FITTING ,65 0 y d as a 12" AREA DRAIN RIM AREA DRAIN Fu•g:' 12" HDPE PIPE FL OUT 34280 ° ;r_� , : HDPE PIPE RIM: 347.50 ° 12" x 8" TEE , 12` HDPE PJPE D r,: , 15.1 LF 0 1.00% - 4„ . 12` HDPE PIPE FL. OUT: 342.82 3 55 MAX. BLDG. HT. B 90• BEND Dn _ D a, ITT-i ,p 9.9 tF t$ 1.00% ° RIM: 34750 r �:= r ... 12' HDPE PIPE FL IN: 341.83 r:•�:= ° . p )N ► #2" HDPE PIPE FL OITI 341.70 ° ° ° n V p . ° a' 12' HDPE PaEPE FL OUTS 341.17 a ?" ; ,2� HDPE PIPE FL IN: 341.3$ tr:Mwr.=, ,st INLET 113 8" HOPE PIPE FL IN: 34200 'y-<' ¢ PIPE 1#6 PIPE OUT 33$.s4 FF = 348.30 9 °• ° ° ,2 HDPE PIPE FL OUT 341.3E ' �.;:>:r; ,�'� 12 AREA DRAIN 12` HDPE PIPE FL OUT 341.83 ��c:>-` J 12" HDPE PJPE ti 6 D n PIPE 165 a . W ° a °.. t, <^'`r'• RLM: 348 20 I`_`• ri - PIPE 172 > a 12 HDPE °. ;;,••^ -�-.t 15.5 LF Oi 1.045 2fi fiO3 SF ' ' `�` ? 12' HDPE PIPE FIL IN: 341.s5 .- �; f';+•ay;'-;r- i . .F- hrrnNa 110 ' ST ST 3 3 LF 0 1 00% I I a: a ; xy _ �r; ,.y PIPE 143 8" HDPE PIPE 0 A 6.5 LF ®1.OD%1 FITTING 121 8" 90' BEND 8" HDPE PIPE 48.2 LF ID 1.00% B 8" 90 END OUT 339,1E Sd`J r71-113PE "' PIPE LF 0! 1.CC DOWNSPOUT 4 CONNECTION 8 HDPE PIPE ST SI -�- N ° t•4r.:. Atrfti r 'C 8" HDPE PIPE FI. IN: 341.$2 Nib --t ^' 10 a H .'r• �r"r•� INLET 6 ST' • ' .D' 1.00% " , r s 4.1 IF . d . i PIPE I70 ••--_� - - - s. E PIPE FL OUT: 341.65 12' AREA DRAIN 8" HDPE PIPE 4 T ST °�. PIPE 129 (1) � ;w _ . " Z.,r-i•c », t; {'s �v::r�LY is PIPE'131 RIM: 347.00 ° 12,"• E•1DPE PJPE '' '•^ ''''�� Z2' HDP ,� -•+ :: •`" v .:, Xt ,w , .w...._► .;? PIPE. 130 t; %: t,:. -il- -� 1 .. :r. ?D t - .ar• 12 HDPE PIPE 4.9 LF 8? 1.00%910.4a r.• �,..1.=r DOWNSPOUT 22 ° °° LF ®1.00% ; �.�..r.<.•.tsr: _ j.Yrr.,,,"DPE PiPE FL 342oo T.<,z.s"� .:•- 12' HDPE PIPE rriu; "� ,. __� 14.5 IF 0 1.00% ' 1 190 n Y'+ .f ti•:� r r, a+. yr: «. ts; v »L.:n. cr •{% y •`:w': �-.«a -.t- It r..: r:. INLET 115 CONNECTION a ST =;Y `.ar :.. xr.: nt ; 16.4 LF O 1.00% : s:�::w•' '•v =' i ""t, r % 3': - 7£`' N P ° °{r y ;� .h C, y.T _t ..� e�ri�5� , t" i. ^r • s t �'•"' 1 12" AREA DRAiN '• DOWNSPOUT 2? ST 12 x 12' TEE 8 HDPE PIPE FZOUT.*O341.91 0 ° t^ , ?, t• �. ,� .. F. r PIPE tfi8 �r �: ix: t..,•r- +., r.. .,*�_. s CONNECTION n 1 p ° ° S�° -': _ + !; r•� r r,�G'.. .., �.=':. zS. r S/=.-%p; ;,r,_;. Syr, t.` ,-s 12" HDPE PIPE 18" HDPE PPE OUT: 341.75 $ HDPE PIPE °' ST T 3=t r= this RIM: 347.50 I FL FITTING 162 {jy,gPIPE 161 'S cf .: is • ,eta r +.y :y .riT?t ; 3: i.;MN".y::..Y� fNY; 5.3 LF 81 1.Od% n - ° `- rS ': y t }:' '�,z`.;r yjr=d: a : 8•• HDPE PIPE FL IN: 342.15 0.4 LF 1.00% PIPE 169 12" x 8' TEE -1 • D PIPE 160 a r' T°+ �'c''r: t'`� 1=;:� i.-..r i • 8" HDPE PIPE ST -�_ a • ,,;�w•:-,i,-:,..,-.•'.,.~," .• • 12' HDPE PIPE FL OUT: 341.99 ,2' HDPE PIPE 12` HDFE PIPE FI OUIc 341.20 ° S.3 LF ®,.00% B. HDPE PIPE �- S ST t• DOWNSPOUT 10 PIPE i,7 DOWNSPOUT 20 °. 5.3 LF ® 1.00% ; o PIPE 159 Q CONNECTION 16.0 LF 1.00% • .� 8 HDPE PIPE 12' HDPE PIPE Null Structure #, DOWNSPOUT 1fi ' D ' ° PJPE 158 ° 8" HDPE PIPE FIL OUT 343.21 16.7 D PIPE 8" HDPE PIPE FL OUT: 341.60 PJPE 166 A 4.7 LF m 1.00% 8" HDPE PIPE itn . • CONNECTION 6 , 8" HDPE PIPE 15.3 LF ® 1.00% > '3' 8" HDPE PIPE FL OUT 341.54 "r� 4.7 tF LOOS o np. p PIPE 155 U) FITTING 111 DOWNSPOUT 19 D - ° °. PIPE 162 DOWNSPOUT 14 PIPE 157 8" HDPE PIPE -1 12" x ,2' TEE CONNECTION CONNECTION �' 29 LF 1.OQ% 12" HDPE PIPE Fl 1 8" HDPE PIPE 8" HOPE PIPE FL OUT' 341.87 8" HDPE PIPE S iPlPE 1,8 S" HDPE PIPE FL OUT: 341.42 ° 1 5.3 LF ®,.00% 4.7 LF 0 1.00% INLET 107 ' 12' HOPE PIPE DOWNSPOUT 5 DOWNSPOUT 6 u PIPE PIPE n D - DOWNSPOUT 17 DOWNSPOUT 13 DOWNSPOUT 12 127 AREA DRAIN rn 3.4 LF J9 1.00% CONNECTION CONNECTION 8 HDPE PIPE CONNECTION CONNECITON CONNECTION RIM: 347.00 -1 8" HDPE PIPE FL OUT: 342.26 8" HDPE PIPE FL OUT 342.10 5.3 LF QS 1AOS ° ° 8" HDPE PIPE FL OUT 341.51 B" HDPE PIPE FL OUT 34205 $" HDPE PIPE J L OUT: 342.21 12' HDPE PIPE FT_ OUT 343.19 FITTING 112 DOWNSPOUT 18 D. a ° PIPE 124 153 DOWNSPOUT 7 CONNECTION vt DOWNSPOUT 9 42" HDPE PIPE g 12" HOPE HIND CONNECTION 18" HDPE PIPE FL OUT: 341.39 I CONNECTION 1.2 LF 0 1.00% 12" HDPE PIPE FL 0 ° 8" HOPE PIPE FL OUT' 343 47 8" HDPE PIPE PIPE 152 PIPE 151 8" HDPE PIPE FL OUT 3420d D DOWNSPOUT i5 PJPE 124 (1) 6 LF 0 0.50% 8" HDPE PIPE n PIPE 154 T 12" HDPE PIPE 8" HDPE PIPE DOWNSPOUT 8 PIPE 126 CONNECTION 8" HDPE PIPE 5.9 LF 131.8 LF 0.50% 1.0 LF 0! 0.50% CONNECTION ° 12' HDPE PIPE 8" HDPE PIPE FL OUT: 341.71 PIPE 149 8" HOPE PIPE FL OUT: 341.84 D 3T.0 LF 1.00% PIPE 119 1.6 LF 1.OD% FIITiNG 129 8" HDPE PIPE g �? 10.9 LF 0? 0.505 PIPE 148 PIPE 146 12' HDPE PIPE 12" x S' TEE �- ST -- _ PIPE 125 7.1 LF 0 1.00% 12 HOPE PIPE FL OUT: W.11 FITTING 127 S T '-'--�--- S 32.5='lt 0 509L 8'• HDPE PIPE [21.6"LF ®0 50% D° . a' �� JNLEI 108 5 " 8 HDPE PIPE B 90' BEND �1 0.9 LF ✓# 0.50% 5.5 LF 1Aa% 24" GRATE INLET - V-5724-1 y PIPE 119 (1) E FL alrT 342 25 FITTING 126 a T �'- ST °"r11 ' ' TOP OF GRATE RIM: 347.00 12' HDPE PiPE n 12" HDPE PIPE FL IN: 343.4E 347.$ � 13.6 LF OI 1.00% 8" HDPE PIPE FL OUT: 342 0$ PIPE 15Q = n° 12' HDPE PIPE FL OUT 343.3E r III 8 HDPE PIPE ST ST - a TOP OF GRATE 347.E FTITiNG 128 jq2 LF +G a.5ox _ n, ST --� ST ° 12" x B" TEE --t-- ■ ,r "�� t��1rrY�r.-'��...-___ !!1i'��li�iifliilf��i>Ar�iR ��■Illifl�ifllft�iitl�llw�rRY.�.�. lw 1. i `R �.g��-1;-��'act,±y iii#CilitrTri�ML`!_•� �r�'I�!llititi�iilil>iaiil�l: +� IYififtit�f>•IfiY+ill::r►:-:."��ra!��1�►_�!:#i.�;;;, a :Tier... �""■■■1 N]! ��rt�#lulfliiif>ri��l�l��r, ..>tiiZJ[3► ir..� tiles!•■litrt.!!iifi��►1.+rt#fifiif7l�f7ilMJiflriftiflfl 11►I�1 �il♦1Rlilrlf#!•#litta1�a �wr•+�ie�rl� "�•^-� __�,u._:_z %Y. a�sl4__� 11NJit�tit�i�liiiftcfti�w�ti`flit._..+i'�fii�lift�#ififtf�iiftRt��t� : ► - • :1>!`_la�r f�rr.�_•■le>1i1i1iPJf7•iC��E�I#I\1�i>•e■re� -===-'2'-� i.�� y ':^ 1.��w+Ci r•' �•v :� 4r '""��ili�■# �� ' i[#II�R�]'t `• _ _ _ _..=5' '-► �ift■er.. ��wlt J r \-EXISTING STORM INLET "--- -- -- UE -- - r8il ".INLET 111 aRIMTING 6 `UE--__-_�-UEx8TEE 12' AREA DRAIN-"UE HDPE PIPEF1 336.64RIM: 30.00 E loll8" HOPE PIPE FL OUT: 341.78 �EXISTING MANHOLE Rlu=343.53 FITTING 113 S FL=339.27 8' 90' BEND 12" HDPE PIPE FL OUT: 341.56 S-6 5-6----�---S-6 S-6 S-6 S-6 S-6 S-6 5-6(�S-6S-6 .r . ^�`�:..:,.. '�.•Y;•':.:•��:, ��"-'-`---.-------_ S-6 S 6 S-6 ". `• • •-=;r,' � - ' ` NJ :;' 's ' i ,';` $-6 a...•� ; S-fi S-6 S-6 W-8 W-8 w-8 w-s w-83 UE LIE--_.�._�,.•-. UE----- _________.,- UE----- UE W-g-"'--------W_g ' `'s " '<• •t • :';� . vE 47 a-----"UE ---- - UE - ___:_ : UE------�""yy_8 ` .' ` _::. .. ~ t ' UE `-� UE - �_ UE UE ~--`" -W-g UE :'r• Tg. PAVEMENT STRUCTURE PER PAVING PLAN #4 BARS 12" O.C.E.W. O.D. + 6" MIN. `� f\��/`.::.`r;;�• ,�: �\i�\� SIDE WALLS 6" TOP & \��. .•j,t BOTTOM SLAB '•r: RIFE O.D. COMPACTED �� COMPACTED CEMENT STABILIZED 8 \\i` :- . :� �� : SAND, % SACK/CY, PUGMiH A ONLY. SPADE BY LIFTS INTO (6" MIN)\� •�, ;/� CE TO Fi" ALL 0 DS _ ,- `f: =' " ` AROUND PIPE. MANUALLY f CONSOLIDATE AT OPTIMUM PIPE .,• { MOISTURE. O.D. " !+ 6" SIDE: WALLS THE TRENCH BOTTOM SHALL BE #4 BARS 6 O.C.E.W. GRADED SO AS TO PROVIDE UNIFORM 12" MIN.TOP &BOTTOM SLAB AND CONTINUOUS SUPPORT FOR. THE PIPE BARREL BETWEEN BELL HOLES SECTION A -A BEDDING AND TRENCH BACKFILL FOR HDPE PIPE - STRUCTURAL AREAS GRATE INLET DETAIL N.T.S. N.T.S. 1 ARCHITECTURAL REVISIONS DLD 06/25/13 MARKI REVISION BY DATE EAST JORDAN IRON WORKS, GRATE # V;--5724-1 �i A MIN. 2'6" SQUARE 28-DAY CONCRETE STRENGTHT4.000 PSI PLAN FLOW - - -It+ O.D.+6' - MIN. 3' 28-DAY CONCRETE SQUARE STRENGTH 3000 psi TW 5EAI. APPEARING ON THIS :l Engineerm J . SLTZ. P.E, /'y DOCUMENT WA BY (,� � OSEPH P. SCHU LICENSE 2730 LOngmire, Suite A NO. 65889 ON JUNE 25, 2013. College station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 JUNE 2013 #4 BARS 12" O•C.EW. Q coo SIDE WALLS G A MAIN LINE 3' MIN. EACH SIDE SM. CAST IRON MANHOLE COVER AND FRAME 30" JUNCTION BOX DETAIL OF I 1 P.S Ui # 12327 ENGINEERING, LLC Ia11100 O.D. 9. a MIN. ADS NYLOPLAST GRATE FRAME 6" TOP & W/ ADAPTER BOTTOM SLAB (TYP.) �- 6" SIDE WALLS 4 BARS 6" O.C.E.W. TOP & BOTTOM SLAB SECTION A -A S-6 INLET 109 TRENCH DRAIN RIM: 34.7.80 10 5 0 10 SCALE IN FEET NOTES: 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE. 2 BACKFiLL ALL PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL. 3. ALL STORM EWER PIPE, EXCEPT AS NOTED, SHALL BE HDPE. SDR-35, AS•TM D-3034, PVC PIPE MAY E USED IN PLACE OF MOPE PIPE HDPE PIPE SHALL MEET AASHTO M294, TYPE S WiTH WATERTIGHT SEAL HOWEVER, THE PROPOSED STORM SEWER IS PRIVATE AND SHAD. BE INSTALLED IN ACCORDANCE WITH THE LOCAL PLUMBING CODE. THIS INCLUDES THE PIPE MATERIAL AND FITTINGS, THE CONTRACTOR SHALL VERIFY WITH THE LOCAL BUILDING OFFICIALS THE TYPE OF MATERIALS REQUIRED BY THE CITY OF COLLEGE LLE E STATION PRIOR 0 TO CONSTRUCTION OF THE STORM SEWER. 4. AREA INLETS MAY BE CAST IN PLACE OR PRECAST CONCRETE. ALL CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. 5. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 3' OF PAVEMENT. 6. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE, AND THE "CITY OF COLLEGE STATION" LOGO SHALL NOT BE USED ON COVERS. CONNECT TO EXISTING 2e STORM SEWER PIPE HELD VERIFY SIZE AND ELEVATION (CONTRACTOR SHALL_ CONTACT ENGINEER WITH ANY DISCREPANCIES FOUND IN THE FIELD) 1S REPLACE 15 LF OF EXISTING STORM MANHOLE STORM SEWER PIPE AND CONNECT TO PROPOSED 5' FL=336 22 RELOCATED IN RECESSED STORM INLET REPLACE 5 LF OF RIM=343.72 STORM SEWER PIPE 12' RCP PIPE FL IN = 337.95 AND CONNECT TO ge RCP PIPE FL IN - 336.05 RELOCATED INLET 24" RCP PIPE FL OUT=335.95 - 46 ` s 348 348 I-� 5-6S-6 S-6 ST STD ST - -- UT ST --- ST ST -t3 NYLOPLAST ROUND DROP -IN GRATE, COLOR BLACK 10 DIAMETER UNLESS NOTED OTHERWISE PIPE & GRATE TO BE FLUSH W/ PROPOSED•. GRADE �? NOTE: ALL PIPING 0 EIN JACCORDANCEFITTINGS :�//, WITH PLUMBING CODE NOTE, INLET SIZE IS NOTED IN THE PLAN VIEW NYLOPLAST DROP -IN GRATE AREA DRAiN DETAIL N.T.S. �' , , • f i 'TO] LOTSi 6---10, BLOCK 2, TAUBER ADDITION NORTHGATE -• COLLEGE STATION, TX HDPE OR PVC 90' BEND PROPOSED �- ROOF DOWNSPOUT 4" PIPE ` LENGTH VARIES 4•` 45' BEND 4" PIPE LENGTH VARIES 8' PIPE 8" WYE t W PIPE ROOF DOWNSPOUT CONNECTION DETAIL N.T.S. " )1 ;ice'' d � CONNECT TO EXISTING 24' STORM SEWER PIPE HELD VERIFY SIZE AND ELEVATION (CONTRACTOR SHALL CONTACT ENGINEER WITH ANY DISCREPANCIES FOUND IN THE FIELD) 344 344 EXISTING STORM MANHOLE 340 340 PIPa24' RCP15.7 LF . EXISTING 24" RCP PIPE 336 336 , PIPE 202 EXISTING 2e RCP. PIPE 24" RCP PIPE 4.9 LF Ifi 0.65% 332 332 to rn M a r7 z 'G! 328 m c 328 C,I � .•- N In c as EL an y q R . ■ .N- N 324 1 324 -0+50I1 0+00 1+00 PUBLIC STORM SEINER, - PROFILE SCALE VERTICAL N/A HORIZONTAL 1:10 PLOTTING SCALE: 1:1 FlLE NAME: 12-204 11011120 cON THIS tz Engineering, L„ L, ' THE SEAL DOCUM NT WAS AUITHORIZED NG BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON MAY 3, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION " 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 1 12-204 MAY 2013 +t l�`� ........... ..... rt :....................*.. JOSEPH. �.. SCHULU 65889 FI # 1232-7��` j3 SCH LTZ ENGINEERING, LLC _T • APARTMENTS LOTS 6--1 O, BLOCK 2, TA UBER A.D.DITION NORTHGATE -- COLLEGE STATION, TX LEGEND -!- SIGN m G9 CHANNELIZING DEVICES 0 FLAG <�3 TRAFFIC FLOW TRAFFIC CONTROL PLAN NOTES: 1. TXDOT TRAFFIC CONTROL PLAN TCP (1-2A) SHALL BE FOLLOWED FOR THIS PROJECT. 2. THIS TRAFFIC CONTROL PLAN SHALL BE IN ACCORDANCE WITH THE TEXAS MANUAL UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD), PART Vi, CONSTRUCTION. 3. PRIOR TO IMPLEMENTING TRAFFIC CONTROL PLAN, CONTRACTOR MUST PROVIDE ADVANCE NOTICE TO THE FOLLOWING: • COCS PUBLIC WORKS DEPARTMENT • COCS EMERGENCY OPERATIONS CENTER • COCS POLICE DISPATCH • COCS FIRE DISPATCH • TAMU BUS TRANSIT SYSTEM • COCS ISO • COCS TRAFFIC ENGINEER 4. FLAGS ATTACHED TO SIGNS WHERE SHOWN ARE REQUIRED. 5. RI-2 'YIELD" SIGN TRAFFIC CONTROL MAY BE USED ON PROJECTS WITH APPROACHES THAT HAVE ADEQUATE SIGHT DISTANCE. FOR PROJECTS IN URBAN AREAS, WORK SPACES SHOULD BE NO LONGER. THAN ONE HALF CITY BLOCK. 6. RI-2 "YIELD" SIGN WITH R1-2AP "TO ONCOMING TRAFFIC" PLAQUE SHALL BE PLACED ON A SUPPORT AT A 7 FOOT MINIMUM MOUNTING HEIGHT. 7. ALL SIGNAGE TO BE MOUNTED 2e CLEAR FROM TRAVEL LANE AND 7'-CLEAR HEIGHT FROM TOP OF CURB. 8. THE CONTRACTOR SHALL KEEP ONE LANE OPEN TO TRAFFIC DURING WORKING HOURS, AND THE ROAD SHALL BE OPENED TO TWO LANES OF TRAFFIC DURING THE NIGHT. 9. CONTRACTOR SHALL BACKFILL ALL OPEN TRENCHES OR COVER WITH TRAFFIC RATED STEEL PLATES AT THE END OF WORKING HOURS AND OPEN THE ROAD TO TWO WAY TRAFFIC AT NIGHT. APPROPRIATE SIGNAGE DESIGNATING ROADWAY CONDITIONS SHALL BE PROVIDED AT NIGHT. 10. THE CONTRACTOR SHALL PHASE CONSTRUCTION IN ROADWAY TO ALLOW ONE FULL TRAVEL LANE TO BE OPEN AT ALL TIMES DURING WORKING HOURS. TRAFFIC CONTROL PLAN 6 FOR WATER LINE CONSTRA U C fi-p ION SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 12-204 SHEET OR EQUIVALENT SHRUB Irw w w 2 , •. ' 2941 0 Ill��t� ■ rrri� rt� ST T ST ST ST ST T STEST ST ST 5T ST ST S ST ST ST ST S-8 - .. _ _ _- _ _ _ _ - � _ . „ . r .-+ Y r r I I r -L Y "s i r • r i r• Y Y r♦ Y Y a: , ,: ♦♦+ r Y• r Y Y r, r• I•. r./ r,+ Y Y . s•• I I I•♦• r.. r 11 I+ I/ r r I Y• Y + Y Y r Y• I Y, i • r• Y I Y r Y r/ •+ r, Y Y r r• f Y +•+ y Y Y Y f Y I • y Y• 1 r Y Y Y , r r x• Y x• r! I!+ a r I i 1• Y Y y Y I J Y•• r,♦ I i• a x Y Y♦ a a i, y / �---- ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST to 4sm �--•- ST ST ST ST ST ST ST ST ST ST �-- ST ST ST ST ST ST ST KJASMINE RADE PLA ,VG BED 7S WITH A51 N I ii \\> GROUND COVER ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ,� ANNUAL PL NTINGS uz L ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST �) ST �T ST ST ST ST ST ST II ST ST ST ST ST ST ST ST ST ST r tS• I♦ 1. /. J y•• r i, J 4 •I l, a, a a r I, ,, . , ♦ I r • , y y I r r•, Y• r _ _ _ :'�;" ::x;:-�.Lr.?:r••��y nw-:c y''r_.liaC.. •� r,�L „ :a .•:2-r •.- �,.. r_/ , nr: t :+: :'•. L • • r� i 4* y r• > •r '� I Y ♦ a , y r "ry._!yW;�:�i,..:at�y.r�,,:,v r;l�r:.ki �'f'.'r,' k .•r :+�l�t; .c •: :+v��':': s.t t. a a Y I, ♦ ♦ r x I s • x r a /'• .a i s• .wy,• r/_- r I r, I +; Ft it >. i?:fa. ii a. .r_. r .L••. .t,. :�y'�V .::..' �•'•�'. +"^3?;^ih•,.i ,r :.•e.•'b;•.!.v� a r 1, �i ifr>c •;i -'},f iCC:•:7 '. '^ Cam'_. :•.✓.. 1 e,lY .i? .•.In �e _:...:al,.. �•+-s.U= ,tr "+'. \\ r'Yjr^San�4r=iG.f",: I�}+aJ.`zv..,•'-•t,M7,-sti 1ce.`:.ltxf:Y..:r "L`�•'rid;;i s a , , , , r r at-�y►•"��-•� i<r •-.. ..t.. � -.' ,.�. n`.•7; •s;$ �' 7,,, .,.t-F��[ `':�wif:, �x-•,`,,,rA:-r„>,•::Cr.�i•r }' , a • I , I I a Y�� S%• _' �. ''i:,;:.,..��4.;i��`at,: �i.:N 's•,- n :�,�'' ri,._"-`.*. .a..r.•;, a x ;!• a .•r•4 �^'l.ia:%?•s -rr, N'iitlY+ •'.: r,•'+yt:i,i4.Y nay n;e;r?3 ':iy: ..ice f `.:r`r. •-e.:.'?s.r��.J •='Is?iS s,�- + r a �'ri.. y..��•r :`i ,• ut, Y..:.,��. .ri+ ,:;tip �'; ..: ✓.":.. ?' .Y;:;+: •;% •S c�!�.f`i�jit •. ' a a r . , a , , . a .i',,.>?a�i..�.t•a::,,.--Yrr"{' imp'; :,; .•: .2+'`.1'3;i-,. v!,., r:„C.`.: ^:1:ryti,r:'3',<.'•.`J-zl�.ro-r._ ?!:t>.: a r a 'Xi{,�:„..,a-..ii'a�wI .a?^(.,Jri'Lar''r'"-r},`_.� �.,J:: •<p.j9',`i'-bif:L:.�J'•y'Sv^Ci�cGr•Y- �t.�••jv'.-,��;•••i;�;..'s.}:a.,::?:l�,!riyi•t?•,.•irc?.:.�='h-'--''•�•,*;'S;.ua.ea=\F..•:s.i.•:-WAX LEA LIGUSTRUM GRASS SOD OR EQU LENT SCREENING AREAS TYP.\ ..2f1_-•`. ,`:-s.•.:.';..i4ti� %�.:F:w:.«�:ir:o'�Y..•F•„lrafavu ��r r r r• •• • • I ,r ,, a, • ' a •x a SHRUB I u :i:•i',;;.. i•. .w. r. �•:'.i+t..., �;,,,.� ai+�i3�2? n,�.isy;.^ r^. T' S+^?',r: L:-`G'+��r•'f'i:-3rs•n+:v�ar.�:::o..••:.�,.c-• .r• <.r ,:1i� _•i1r :.ir ter• a ":f.=v� jr..,,��..�.r`�'i'"�ri�°'?. ~1• ":s i'}Y.�.:i:,.r.�'ri �1.:.::' •i•t' L' � a '�i'�'i%�''t'=.ti'• r r r �.{' dti�r�. ...��: C. `rr'T:..i:!`F' � ..:•ti ra .rf'. at Y•••{'y.,.t•L'i. `•2:,:<• t,rv:,c•r,,•r � ,fir.=' �>••=`:;:p: F:,:'.,'.`i.'-r•,�. .f.:rAL7.r'+`a.;S+ri • r • ♦ r I a I� + ' 2 a • i I Y • • a t 1 `' ` s •" x a • to a • . • ' ` • r AT -GRADE PLANTING • i I y BED AREAS WITH y • r , , ' • • ASIAN JASMINE ' • GROUND COVER AND • ' ANNUAL PLANTINGS a SIDEWALK BENCH TYP. EVERY 50' a r t•: •t ^C.+�i !12't.".r`e:i•u ,Iv,M d• , ii 1 l D _ .D A e: p .. p d D D - d p ; S:s>.,.k"►"„e:Y._aw; ?,, a'•i., r..- .p 1 _. d D .. D � ' D •d. •p d' 'd D '•D• Id D' '. �• b °. � I? :�:;:_ to •.(ti' �p fr . i D A p• d ° - •D - •p D a ••° • ° D d.. d D. ,P , D b A' • p A • D ,\..+�. .. �-}:i,+*^�'cas '„2t l�•c.'yr 4., •i Y...�+; r, •y .. : . fl Y• 4+ _ D s /S x I"a' Y • xy r • d p b , D d i+•,• x x T x x x r Sr y .. .a , . .. • D. D: - tD; D p' a x x a r a• x x x r x x r x r x Y r x a r x •Y I, Y r i tfi I h-'''Z:Y+j+.:�1,• •� , d , . 'a �i�} y'•,..:'_''-%%fir_• ter! Ir arj,>,r:v:?i?�";154�•r d.' dj:r :mil =Y�:. y D - A +. ♦ s e •p colt r 'e S•i i JT- r"-• i Dx a • r x x r r• r• x Y a r r I I x I•�) ••p• I Y r? r.:•y'•'S.. •<•i-•'•� �rita'�,:%';. A�r,ata�,;,..:a•^. :fif£;Ey ice' f:+' p •fl + IF A r • • .. r)'• ar .. s r r x+ a/ I Y r y r r, I,--•�..♦ 'r'r • a• r i•-•�.d•-- ' I I I i I' t D �,.\,��y :•.may.^rr�rw4_r,>ity:•a:i�ir� _ r•r, -yt.:{ l:•', r , e • a a • Y ' � .S .ijw£k�?'. ..r��?:+�::. -=:• s. fr:. - M r•..c i:Y3r. ,f.-+:..,. �. r ♦ r ' ' . r a I I • • A D'--' •� v:jrf.- ?}. ,» c:a'*a•- •. .,s •'-' r,..i .i•:,` l.;_r�Ssc•��1 'v,:-:r„ fr' 7,::> •D. r • , a • a - r s a r • • Y r I r , �� - +r„-s'-�.o .-r• err.•./. � L r•a�. �,ST^. �-'X<" rr :r.'•+i•''•":�1.�?5.3fv +f` +i�3�) P• + , , / • , Y.�•• ;,2 -hi••=Di,:�. ...y, ,..w.,f:�IC,•u }!%41J,ti't•v`��':-i:•.'.p ry I'rt ^'. �� n r _ •D• � d' tD' .f'; r• �, `. .,.i' ffiti��tr..r:..>- s d, y a • . , , . • Y _ r ! r x • D . � D � 1 ~ P J�. I '9rrr� ''Y.i.'`� �'�.•'•'�f' �, t . r• l' L ry :i+�»>•, ('v+-�a.,;',. 1. �,,,; • . Y r • PA' .d • + r A c ..M•It:'Y.'�.J{ :.• 1 - 1-ts`,i.-" 4,�"a, f`-' afv�::- , an„'.:: a:?!;k`i�•...-vyii�i ;y •;ij-+{.;a,<'t :l'rina ` •°D• Y • ♦ • + Y • • . d•'.. " + I I y , :-•i : �'• ' ' Y • :ya'.;i:`. ��' a'''l Y�r•sF"rn '..'LLAAaY�.�: r`':y� :e ::_r'_.s '.•'r'�::' :?c•:, �r••7�`�'+T,,.F_ri; '•,:�';:;9 �_#.ra,""`_„`'i., �'l=:}•Y_.' + DY I ••d �! Y'�:i•Y.•Y T- . ` !. A?!�yZ. a -rM _ft•yr. J',:i • y....y.� 3. x . . t;a'yl,-i' •� »w''.`-:.•.-S2rn•L�t:Y fS.Caif iir.�•+4 ji•`,cI t'•..t Yam'^''i� ..a. '�>::.�f.."9'•--.rr _a •7' ti'�£'y'..?. J i:.. Y �-.,..t-: =i;5_• .r?r4 ?':•g..:r�.,J �r�:S; J•:..i �..y-.X Y Y ' + y • D' e " _ .,r'!c, rya ;^ -r •y:Y�:i•••:„. C'+".`_,i».',•t ir,:. i' : 'L"e ;:F:.r-�`: a.:�:'e: nl'. Y Y e D S� f -? r ^'.3: f•LfT? ;:i;:: ., .:,.w- ca,_::r. (jj,g - Idy ,S!'i..�a ,_t.�,tir„.r:n•;: I .':•! • D D p• e ? A. J r .'�. i =��.• ... ...{•y.•Yzi �`Pir•.. ?. ST 7• e p D •, G t' d r am. .. �! yY I i 1 •�'•+�Y S" y- T='��f,~r�•�i.: }�i,.'r � ' Y A. ° •, , . d L d D p' d p D D• v 1_•, 4 a.. . +•-tom. Y . Y id till p . 6`�'''�' .. .. � .•D d d..bp. d~. 4 •. P •• ; p r M d dp. D • • D.A ! r r d �ti% D 4 E » D. d • ' ° , D r ♦ Y 10 5 0 10 SCALE IN FEET LANDSCAPING Nt?7E5 1. 1OOX COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALE5 AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. IRRIGATION 'SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRE SSURE PRINCIPL E BACK OW DE VICE. EVICE OR A DOUBLE-CH ECK BACK FLO W DEVICE AND INS TALLED AS PER CITY ORDINANCE 2394. 3. STREET TREES SHALL BE SELECTED FROM THE FOLLOWING: LIVE OAK, CEDAR ELM. DRAKE ELM, EASTERN RED CEDAR, SHUMARD OAK, OR BALD CYPRESS. AT -GRADE PLANTING BED AREAS WITH ASIAN JASMINE GROUND COVER AND ANNUAL PLANTINGS 4" MIN. CALIPER TREE rrlrrr..�,�..�wtrrr.....r��wr, f�►. � � 4. w+�.l>•Iwwtwr#tall#ti■ii#i#i#�i~##�#;�t:`Ir��ia�lirrw..�� ,, � '�' � ��■il•''Ai#i#i�tiili#i##it!#tr•1�; ;,� /#■#i#ii#�rttt�t.ttittri,�#xiC#*JiA■#tr.il,t�i,ri..._�.__ ##�!#i,.#...#+.iram �{�n7I t:rrr��.�tr►:r�f'�f.13it*�rrtyi##t.r�i#t.#.�#•_.i>+�#r`aItrtlx�rwt.w.tr.��.�r�t■�ilrft>� - 1�!!7ltr�rnl.w�ltwr�lr•r�•w ��'�'.t�ttr��►� � �� k�I ! �:`+ r �'C •. IRRIGATION� M��ii�a.a.r.r. • * i HARDSCAPED iiMlwe ###ii iXElr:rltr■iwt#�,#!r.` ��,•i1:..=''t"-�mx111# tr�w..-_+rat►w##1tl###lam#####:e1�+�7r �cr i1t!!###)rrrar+ �Tl► `VI` -:l�Mt��#ii# •.,:•.r:� ,.r•a ,w.-.rliiiiii#>iiiYiil iri „ c- s,[ tip K1 -.. _ L�71ia.- r ltt�mi■ lid#iili�j� 1t�L'#I#iri#i##i' t!►_��i�%i%R��ii»1�.�t1:�� Sm.r�ll� ..�_r" "� iil`i�wrrr,...r,fl r` 1( �'„.r�Rgrr%��,, >!![ir,=.t/.1I��1�'S".liiir■ `_ �.a>t nd, ii�##i#�!l`iS -OMPAR "I= trr + .r. � t �ttl�r.� 1#L#tiYiT#tiiiA�i[lilF rrw..r_ aiiiit/R�...-.��ri?�7eliiii#it4rur.."__.. low i#�ii#�i�'.IAIt!!ltl�1�!��r�rilrlJlrNi##I# • 1;'.!`-.fa`f�L■Irl�".'�!�i#i!i#�Iltnu►.rr_ _�•rl�i#ii#i#ii .a/i1LU '.tJeTt.m._. i,�.u,r■RI�J�Isl�t.• rO tilt#al#i1�I�w�1�iril�rt�= ,.__�►1 .r_../liil�tF#SlttrY{i1rTr.'1Y1'llt� �� >t �iatwr,..��_ -Tr• ar 1< �� 7.Mii�Itlitl#ice##tAitla� �Yt��#i,•i_i�.°"'�"-�i�r►tr�iL��>..� aL#1 �il�l�li_z11tf)it•t�r#wrar.."`_"'`=`�'- - ii t.�"`--�':. *r_.. r�I -�--..w+l�tw>,t#taii�ti�4� _,!• iiR`7#�i i�;~'.,i. r�'ii !�#�'.1�littr; a "" tit• milrtwrr_._ ilt��irrw„Si�Ei►'1:._..-�iillrt�t_"iw..r_..�-�.•�`�:x!-`!(i. r---•-.�tr�=�>�s�r��`s�.** �t rr•a,��`'##lam##i#itt#i�G,i:�►.♦.t �.�.t��:J;rt#ilUir.i:: v .- tl+".,,c-�tt�MtR1##�rrlr�r..,_�."".raw#;tt«r� 1]-il•f-'L �i�C�.`.. s� -.-...,mow-•..�.�;_+'•_Q,1,_I_wI =A'�.'t _;�':s. � ■irt�t!■rrin�� .•• �I�ari�##rrri�I�. ...__. r-� �i. � � ^�TIr�/•1#kai �#If!!�•�:u'�l�slii��i��i ii�.11* w �f1'�ttillrwlr.. *+_nul!-' 1•i�i##iii�!M#Irr"' t rf r: ... �.;. „c,:t; ra.trlM� t ♦ ' i `r �ila•:�'>....�.:��#�#i# �lP�]�i. --- ,�'i� ��tl�' '.r':� -r=r.-�:: .. iI �r'i r ! ' .' ti. Ar• ilk �� if t�I�� rt!•fi�#i##i#tit .4lr.�r'a.!IMrAdI?Y .Irr • �� # "ei�#�rifl-i Iru ��Y I_�_a.��l.��w�►e •: I jI " ; �+r,riy�t:*�S�c!;7"INVA +�`te'j'r�YCA�=�tlnwrr. rler �`� ---�. a,t r� r 4wC`- �f�`11t� �iii/##irfir`rr � -`^- '�ri.�-iY.>tfs•y.�* �' i�li#�i�i#��itl�l�tilr .ta�.ni� j3 �RtLa71C I `i��►Milr,-,••r,�rrllUtiirra�- J• �4 Ii �'�'.... 1 -'"- •'�!�iils!'�►'1!�!� srwlirti••ir..- ""sw1 t -- - _+�7iII�j�= C`. tit- r.r:r a_ 2.2111", ��tt\�1��wllt.rt[15N �a�lt►�\vr/jtilirr cv'�_`3rr lrw#ar�� t#ifltttt�K�l7tltlf ii i�la,r�r..`' 1��i�j1j`�� tri { 31r•`,�lr:,;.7�.�rltrs�utttls#l,�l�i,:.• ._-iwl�1. #��1#>�ii.7 #ttt�i#t�'i##it#rr��_ wl•LwLuL�� 'f�s �� '}""�tirlr,#I�rlrw:�L`i=>� :.`:titt+'.� `a� rAfi_illrl(i-irl'_-y'.'-•rr,_-_'...^-."-..,'�4i►7ii#ti�ii�li#tmp#lrl�Ira�..r`. • //•. +fir �lllritrrr�[.1�?"tii#illtw. sae-•%Ye.'-k , �'�a�4 j� s±aGlil�it#i+C�Irrt�r..��Ilif�tK��\ttt/Ilk - ..;�� ri##�i/�i4l� �r1►�Iti#! !r/l�rr�.,.. -�� ._ .� - ■�t�rtt�r+lwtar.ftWillliul�ii�trr�i.a.ar...._ 'wlurplilitC'"� fr•V`rt#� F �"•"'rra.�,w "_•�,#i[t �►711leitiwli�.ter�r=_..r.`►1a111/#<YFt#sioa#illtlfltliit��i ' f err Y' tit ~ t#►#i .��: 'tr.a..a=i�li:[#�L i#i####i#\#1l tFii llllil�i##�No ill` Ir<t tlliyr�;ia:-��aRtrtil�rr..`\�_l� *.;•„r` -•.w+__c`IaT!ti.TrrAnf=Ir#�::,1%•i#lrirti!(twit#i##��il#t~liiiiii�t�i# -„•��r �irMlt`r,.�JCiCA!)i;�- '�.-r:/ititiii#f~t. "ww�•��tulrlt!♦irrtl##�#ii#i#fit/�?#��i1#E�#it��r#rti •�jr �•ri■nr�■r,�i#ta��r■trl,� �JJf#R.#itlt#Ir wAw1•„=r�� i - � �-`w�earr��tetia�wr�rrwu �t IIIl1►r1 DISTRIBUTELANDSCAPE PLANS FOR LOCATIONS GROUNDCOVER PLANT MATERIAL. (TYP) EVENLY SPECIFIED QUANTITY OF GUY WIRE THROUGH GARDEN HOSE (TYP) c: Y:. , f•� ,.� PLANTS WITHIN EACH DESIGNATED AREA. MAINTAIN EDGE AND SEPARATION SEPARATION 1.5� Water Line 0 TOP OF ROOT BALL SHALL BE 3r 1410HER DISTANCES BETWEEN PLANT TYPES. (See Plans) Double Check Valve Aswnbly ram,.. J {4 �•{%THAN FINAL GRADE 3* DEPTH 3* MULCH LAYER. NO GEO- 6" Curb Control Valve -EIARE -NO TURF HERE SOIL AREA (TYP) Thru Wall t :7t Sleeve PREPARED BEDDING SOIL BACKFILL (TYP)♦ .• PVC ��Q\I\f�\O\rt� r T` a ti ' • t 3,, 1. FULLY REMOVE NATIVE SOIL TO THE SZE �:/x� !'-'. �f.� �iitf'1jyj'11{ ,,,\\�,�,,.,�,,f,�.\�,�,�� y\,4��.o,\.,-,�-� rIiI ff1�nIIw�..- Iilgz.��'1.;>ttew.zzea..� . CONTAINER. � ":s ,::`:I-T�:i!--,\.,. �It;.or.-.l.�lf.It :.C..I�1I %:/�t. .,- .> ii�Q\�`\\\� �� i��.,...%>`�\\�,�,�,;� ,�.�.,,i\�\ \�.oi\��\\��\,��%`/�:,�.:\.\:��\//'� .�:f..!.�!lJ:l:�:-■�=.l�.il= tt.�-3� =11.-:-Hli,==.1i...�-Hiit==.tE. 11iEt� 11 -a • CONSTRUCTIONf�-1 =tr -ItI1�1r-jl�l1\1�_:l:l,�r ="IElto = 1_/I .. i\�\\: i�;\\ O'\ i-iIr-. DIEEIRI% TRASH.. ► €l1i(1rll,;l..- r a i� %i(ljl;, �\,/,/4.� !3. �ti�L,�,tt3.�s,; �k!". DIAMETER. DEPTH INSTALL PREMIXED SO4L CONTAINING 40% SANDY LOAM 4OX BLACK `• • • • 7. HUMUS • •.. SHARP SAND. DIG PLANTING HOLE•TH 12" LARGER THAN ROOTBALL ON ALL SIDES. NOTES: 1. CONTAINER GROWN PLANTS ONLY. 5. SCARIFY ROOT E1AU_ 2. REMOVE CONTAINERS FROM PLANTS BEFORE • { • i • • • . h• 7 r • a •6. ROOTEXPOSED. • x •3. PLACE PLANTS IN PREPARED SED AS SHOWN. • . . :7 f4. EDGE •- PLANTS VARIES NTH ROOT BALL TO REST ON NATIVE SOIL SPECIES AND LOCATION. 4' ,» r a• r- • t NATIVE SOIL ASTM A-48, CLASS 358 FINISH, BY AMEREQ, INC., OR EQUIVALENT SUBJECT E'OSED• NOT PAINTED. TO APPROVAL BY THE ADMINISTRATOR. TREE GRATE DETAIL TREE PLANTER DETAIL PRIVATE i E STAKING &• PLANTING N.T.S N.T.S N.T.S 2 ARCHITECTURAL REVISIONS DLD 05/25/13 1 CITY COMMENT REVISION DLD 05/15/13 MARK REVISION BY DATE .:t Engineering, LL� . 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO.12327 1. FULLY REMOVE NATIVE SOIL TO THE SIZE OF CONTAINER. 2• FULLY REMOVE ALL CONSTRUCTION DEBRIS, Irrigation Line - TRASH, ROCKS AND ANY OTHER MATERIAL (See Plan View GREATER THAN 2" IN DIAMETER. 3. INSTALL PREMIXED SOIL CONTAINING BOX for Size) NATIVE SOIL. 25X HUMUS AND 25% SAND. 4. DIG PLANTING HOLE WIDTH I.SX LARGER THAN ROOT BALL ON ALL SIDES. 5. SCARIFY ROOT BALL -MAKE SURE THAT PLANT ROOT BALL IS FULLY PLANTED TO THE DEPTH OF THE CONTAINER IN PREPARED PLANTING MIX. DO NOT PLANT GROUNDCOVER IN MULCH LAYER ONLY. MVE SOIL. PRIVATE SHRUB PLANTING N.T.S SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 JUNE 2013 '-I" PVC Conduit & 16 go. Wire to Rain Sensor ROW�------...._..,.»..............._.___-. Water Meter Box (48'x24' Old Castle #36 w/Cast Iron Lid and Hinges) METER, BOX AND CONTROLLER PEDESTAL LAYOUT N.T.S LEGEND D r , • tl Y ♦ Y r 'y PLANTING BED AREA Y a r x r r r i a a r a• r •• r• x r Y r• r r I y r '•'• .Ir•r•' GRASS SOD 4 • . . . . . Y + • • • r Y • + I r , y ' • • • r NORTHGATE PROPER APARTMENTS EMS' rrrr�rRr LOTS 6-10., BLOCK 2, TA UBER ADDITION NORTHGATE -- COLLEGE STATION, TX POOL DECK TREE W/GRATE SIDEWALK BENCH SCREENING SHRUB VA tr PREF. 36, 1 .l I MIN::III:I! ! I:1 I:Id:1a:1:R1.!'1•I:E'Ia Ia ia•GI'I:1 eta, I:r. :.:i:.I:.:i:al:,:l :I::i:.:1:I:.:1:.:i:.:1.:!.:1.1.:1::t..:1:..:I..:t... i t r t 1 K " CA P E LAND " PLAN N.T.S. SCALE VERTICAL N/A HORIZONTAL 1:20 PLOTTING SCALE: 1:1 FILE NAME: 12-204 GRATE OPENING SPECIFY MIN. CLEARANCE OF TRUNK -TREE GRATE ,,,,POURED-IN-F CONCRETE DRAINAGE PIPE TIED TO STORM SEWER ;EPARED SUBGRADE SHEET NOTE: , TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 4W APART AND AT ALL RADIUS POINTS P.T.'S AND P.C.'S. TYPE "B" CONTRACTION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART. 24" 12" 12" itd"R 314"R 114"F r v 10-112" - 314"R 1-1t2" a1" 6" NOTE: TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED ATA MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS P.T.'S AND P.C: S. TYPE "B" CONTRACTION JOINTIN S CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF I W APART. R3 2" S. 6"T Ik #4 BARS @ 18" CIO T 3" T �tt VARIES I� - 6112" - ^ #4 BARS 0 = #4 BARS DOWELLED IN CURBS 0 = EXPANSION DOWELS 24" LAY DOWN DETAIL GLITTER SECTION TYPICAL COMBINED CURB & GAR SECTION ST1-00 STI-01 jSTI-02 NOTE: NOTE' 1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE TYPE "G" EXPANSION JOINTS IN CURB & GUTIER SHALL BE SPACED ATA MAXIMUM DISTANCE OF 40'APARTAND ATALL SPACED ATA MAXIMUM DISTANCE OF40' APART AND AT ALLRADIUS POINTS, P.7's, AND P.C.'s. TYPE "B"CONTRACTION RADIUS POINTS, P.T: s AND P.C: s. TYPE "S" CONTRACTION 12' 1" MIN. TO #4 BARS @ 18" O.C.E.W. 6" MAX. (MID SLAB) SECTIONAA 12' Q� 44 �Y TYPE "G" EXPANSION JOINT 5��oo� ALLEY PAVING JOINTS IN CURB & GU' iill SHALL BE SPACED ATA MAXIMUM JOINTS IN CURB & GUTTER SHALL BE SPACED ATA MAXIMUM GENERAL NOTES: DISTANCE OF 10' APART DISTANCE OF i0' APART 2. PIPE EXTENDED 1"-2" FROM SOC TO BE COVERED WITH FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER ANDTIED IN PLACE HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY #4 BAR 112"CHAMFER BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL (TYPICAL) GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT BLOCK $00 WILL BE REQUIRED. BARED AREAS 24" SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. a ' v ° c '" '° n ' $" i5" APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED ' • DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY $" ', ° v • y - ' ^° r ° 3" 24" CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE ° ° a a r '.'• VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS 3 114"R 38" COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF 'S¢ 6" SILT AFTER EVERY RAIN. 12" 3" 114"R 1"01A ALLTRAFFIC SIGNALS AND APPURTENANCES ANDALLPAVEMENT 24" MIN 1)2% wNv. 6" MARKINGS AND MARKERS SHALL BE IN ACCO90ANCEWITH TXDOT SLOPE STANDARDS —RIFE TO IONALL CALREQUIRE ENMENFMARKINGS)FOR 0 3" 6" �!4" ADDl7iONALLOCALREQUIR MINTS. 2" 3" 3" 2" * 3" . of 28-DAY CONCRETE STRENGTt•1=3600 pst. STI -03 W T 3"3"W3"4'2"3" •:— - 3" �— _ #4 BARS _ #4 BARS 0 = 314" X 18" SMOOTH 0 = 3I4" UK K SMOOTH EXPANSION DOWELS EXPANSION DOWELS TYPICAL COMBINED �ICAL WEEPHOLE CURB SPILL CURB STI-04 STI-05 118" SEAL WITH JOINT MATERIAL P , MIN. METAL KEYWAY PLATE\--DEFORMED#4 TIE � BARS TYPE "D11 LONGITUDINAL JOINT LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 314"0X18",18"O.C. (COATED WITH HEAVY 114" R 314" GREASE) p' 6" MIN. RECYCLED MATERIAL 314" THICK AS MANUFACTE3RED 3" LONG METAL OR PLASTIC CAP, BY J.D. RUSSELL CO. OR INSIDE DIAMETER TO BE 1116" GREATER APPROVED EQUAL THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM THE END OF BAR. TYPE "Gil EXPANSION & CONSTRUCTION JOINT SAWED OR FORMED, SEAL WITH JOINT MATERIAL. SEALING NOT REQ'D IN CURBS 318" R--XjjF118" TO 3116" �31a" �. . a �, . �.... 6" MIN. D #4 BARS, 18" O.C.E.W. TYPEIIBII CONTRACTION _JOINT W z I 1 14 i>- 314" DOWEL BARS I 44TIE BARS 18" LONG "G" JOINT fIAXIMU (TYP) /� ---- (TYP) vYryo TYWICA;L.JOINT & REINFORCEMENT LAYOUT FOR CONCRETE PAVEMENT TYPE"B"JOINT (TYP) NOTE: EXPANSION JOINTS AS SHOWN AND AT EACH RADIUS POINT. CURB EXPANSION JOINTS SHALL BEAT 60' CENTERS. CURB CONTROL JOINTS SHALL BEAT 10' CENTERS. NAL JT. {@d} 90° OF RADIUS (TYP) 314 --+ • - -i�- aV-6„..... _ 71w, (TYP.) TYPE "D" JOINT (TYP.) 314" TYPE "G" JOINT AT ALL — —� RADIUS POINTS AND 3" k MAX. DISTANCE OF 300' ON TANGENTS METAL KEY WAY PLATE - ---�-- BACK OF CURB -` l —TYPE "B"JOINT TYPE "G" JOINT AT FUTURE EXTENSION OR AT PROPOSED WORK MP) TYPICAL.JOINT LAYOUT AT CONCRETE INTERSECTION m 0 1 TYPE "G" EXPANSION EXISTING CURB & GUTTER ( KEEP 6" RISE TO _ 1 JOINT. ELEV. + TO BE REMOVED TYPE "G" EXPANSION TIC ELEV. = 3" MATCH E OF I PR:6ETY LINE JOINT, ELEV. + KEEP 6" RISE TO EXISTING GUTTER ' I TIC ELEV. = 3" MATCH IEOF , PROPERTY LINE Ad EXISTING PVMT. 2 IEXISTING GUTTER EXISTING�4-1 PVMT. I r - EXISTING BASE 3" RISE MIN DRIVEWAY APRON SHALL BE 4" (28-DAY CONCRETE STRENGTH „ =3000 psi) Wt#4 BARS 18" EXISTING MIN RISE DRIVEWAY APRON SHALL BE 4" DEFORMEDTIE BAR O.C.E.W. ASPHALT APRONS Wl BASE (28•DAY CONCRETE STRENGTH #4 X 18" O.C. FOR TIE CURB AND GUTTER SHALL BE - 3000psi) WI #4 BARS @ 18" TO CONCRETE TO ALLOWEDON OPEN DITCHED O.C.E.W. ASPHALT APRONS W10 CONCRETE PAVEMENT STREET SECTIONS ONLY. DEFORMED TIE BAR CURB AND GUTTER SHALL BE ONLY #4 x i8" O.G. FOR TIE ALLOWEDON OPEN DITCHED TO CONCRETE TO STREET SECTIONS ONLY. CONCRETE PAVEMENT SEGTIONAA ONLY SECTIONA A ffTTHl AYD0WNCT.S NOTE: RAMPS ONLY WHEN THE LONGITUDINAL SLOPE [S GREATER THAN 1:20 RAMPS SHALL COMPLY WITH TAS REQUIREMENTS YPE "G" EXPANSION JOINT PROPERTY LINE - DOWEL INTO EXISTING SIDEWALK WITH #4 BARS @ 18" O.C. ' R. (MIN.) BACK OF CURB NEAT SAW CUT NEASAW CUT T A j �1-NEAT SAW CUT * MAINTAIN 20/a MAX CROSS TYPE "G" EXPANSION JOINT EX#STING CURB & GUTTER TO SLOPE. 5' MIN. WIDTH. BE REMOVED. REPLACE STREET SURFACING AS NEEDED ** EXISTING SIDEWALKS (A MIN. OF 4' BEHIND BACK CURB) F MAY REMAIN IN PLACE. RESIDENTIAL DRIVEWAY OTHERWISE SIDEWALK MUST BE REMOVED. I- III _j v DRNEWAY SLOPE EXISTING CURB &- VARIES 1-114 PER GUTTER TO BE r,.T MIN. REMOVED DRIVEWAY WIDTH MATCH E.OF— I -----�APPROX.12" AREES-1 EXISTING GUTTER 1 EXISTING PVMT. DRAINAGE CULVERT (MIN. IS- DIA. RCP PIPE) A SECHONA A _ PROPERTY - - "--(�--•-"' -""LINE EXISTING BASE NOTE 1. LENGTH OF DRAINAGE PIPE FOR DRAINAGE- EDGE PVMT. RESIDENTIAL DRIVES IS 39 MAX CULVERT & 20' MIN. 2. ALL DRIVEWAY PIPES WITHIN ROW MUST HAVE CONCRETE A--qST-REErT SLOPED END SECTIONS E6:1 SLOPE) OR APPROVED QUAL. I ZYPICAL DRIVEWAY ENTRANCE WITH CULVERT ST2-02 ST2-00 TYPE "D" EXPANSION JOINT. ELEV. + TIC ELEV. = 3" KEEP 6" RISE TO } TY LINE I 1 �3-1 ' ---- T TIE BAR SECTIONA A CURB RETURN RADIUS + 2' -CURB RETURN RADIUS 1-6" COESSIBLE ROUTE (a' MIN) TYPE "O" LONGITUDINAL JOINT .SECTIONA A SLOPING AWAY FROM INTERSECTION 'NOTES: 1. IF THERE IS A VALLEY GUTTER, THEN TRANSITION CROWN AT VALLEY GUTTER TO FULL CROWN IN 5W. 2. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAX. DISTANCE OF 40' APART AND AT ALL RADIUS POINTS P.T''S & P.O.'S. TYPE -WCONTFUCTION JOINTS IN CURB & GUTTER SHALL BE SPACED ATA MAX. 3. 2%5MANX S OAE W APART. 4. 5' MIN TRANSITION TO LAY DOWN CURB BEGIN AT P.T. �S#DE STREET WIDTH �m CURB RETURN RADIUS +2' CURB RETURN RADIUS 1=6" Zig om ACCESSIBLE RDEfi(B' MIN.} 1 INGITUDINAL JOINT SECTIONA A SLOPING TOWARD INTERSECTION 6" THICK CONCRETE Kt_, ASPNNO pV�T (28 DAY STRENGTH = *MAINTAIN 2%MAX 3500 PSI) WITH #4 BARS CROSS SLOPE AT 18" O.C.E.W. WITH A POINT 6" LSSB TO 2' BEYOND BACK OF CURB BACK OF CURB EXPANSION JT. & : 25' RAO. (MIN.) SMOOTH DOWEL BAR ((1�12" 0 X 16�"{, WITH CAi jt TYPE "D" WITH'HEAVYCGREEAASE) #( JOINTiTUDINA ACCESSIBLE RAMP ( (SEE RAMP DETAIL) ----------- ------- _1 r-ACCESSIBLE ROUTE I I I S�'r�g�RE A SEALWIITOHNAPPROVED ) EXPANSION JOINT MATERIAL TYPICAL STREET CONCRETE APRON A -n ST2-01 I TYPE "G" EXPANSION JOINT _ NRflPERTY LINE E �, VA IES *+MGR03S SLOPI i RETURN CURB TO HAVE A ROLL FACE DIMINISHING AT RADIUS POINT 1 TYPE "D" AMBULATORY RAMP )N SHALL 25' MIN. R. REMOVE CURB ! LONGITUDINAL SLOPE 1:12 MAX )NCRETE THRU RAMP IK JOINT lopps#} _ _________1____ i" O.C.E.W. ► �_ _ _ _ _ IllS Wl0 CURB SIDEWALK• -Z., 1 a LBEALLOWED _ -_+�___,__ EDSTREET--__-____- 1 NEAT SAW curt _� sN w cclT 41 E TYPE "G" A NEAT EXISTING CURB & GUTTER TO EXPANSION JOINT SAW CUT BE REMOVED. REPLACE STREET SURFACING AS NEEDED COMMERCIAL DRIVEWAY ST2-03 FLEX BASE 04 BARS, 18- O.C.E.W. 28-DAY CONCRETE MIN. 6" HMAC STRENGTH = 3500 psi BORING OF STREETS FOR (TYPE C OR 0) EXISTING SEAL COATI HMAC DOWEL #5 BARS ,16" LG., EXISTING UTILITY PIPE IS THE CITY (8" INTO EXIST. PVMT.), @ GRAVEL STREET 6" STANDARD. OPEN CUTTING SAW CUT 18" O.C. COMPACTED CEMENT OF STREETS SHALL BE BY " STABILIZED SAND O n ' o• .o. oo-o., o •o:a o p APPROVAL OF THE CITY EXISTING CONCRETE 6 • \ ENGINEER ONLY. 57REET SAW CUT � .'y}; .� !!nV \ .:}:a fit:..:.:�..: ,'4•: C M NT c" % "� '•.•. v �wcsc , 44 COMPACTED E E -: 12 VARIES COMPACTED ::~.;:,.,'; 12"� `' ''., STABILIZED SANOCR .`i ,:.:,, FLEX BASE " .:%. STABILIZED SAND *REFER TO HMAC SPECIFICATION 12" ": •'.-;a 12" te- �; FOR LIFT AND COMPACTION ;v::.•'" >.. 12" "�. REQUIREMENTS ::.... :.:.r: • `t-•' BORING OF STREETS FOR ..:.. UTILITY PIPE IS THE CITY ",' ; �:` 6" STANDARD. OPEN CUTTING SEE BEDDING DETAIL FOR r�..,.•. O.D +;: OF STREETS SHALL BE BY SEE BEDDING DETAIL FOR :._.� .. •,;r•..•.:1. APPROPRIATE PIPE APPROVAL OF THE CITY APPROPRIATE PIPE TYPE `" ENGINEER ONLY. UNDISTURBED SOIL r''' UNDISTURBED SOIL VARIES VARIES BORING OF STREETS FOR SEE BEDDING DETAIL FOR UTILITY PIPE IS THE CITY STANDARD. OPEN CUTTING UNDISTURBED SOIL �c APPROPRIATE PIPE TYPE OF STREETS OPEN CUT OPEN CUT SEAL COAT/ APPROVAL NG MEEK ONLY SHALL CIT BY VARIES GRAVEL STREET OVERLAY STREET OPEN CUT CONCRETE STET ST4-00 ST4-0I ST4-02 100' Raw' RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT WIDTH 2 4 30 R.O.W WIDTH 70 10D NOTES: 1. RURAL SECTIONS WILL NOT REQUIRE 16' EASEMENTS PARALLEL TO ROW WITHIN CITY LIMITS. 2. WITHIN ETJ AREA, RURAL SECTIONS SHALL FOLLOW COUNTY SPECS AND STANDARDS EASEMENT (SEE NOTE 1) 1 w C. 1 mo z - Oa i 12' 12' lu'i sY 2" HOT MIX STD. RIBBON CURB ASPHALTIC w CONC. PVMT. O 112"/FT. SLOPE-*. 1) A MOISTURE CONTENT BETWEEN 0 AND 4.4% OF OPTIMUM 'ITPICAL RURAL ROAD RIBBON CURB SECTION ST4-03 NOTES: NOTES: 1. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO BIOS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO B1CS UNIFIED DESIGN GUIDELINE MANUAL 2. COLLECTOR STREETS WILL BE REQUIRED TO USE 8" 2. FOR SUBGRADES WITH PI > 15 AND % PASSING THE 4200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. FOR ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH = $500 PSI) SIEVEz 350/c, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC 3. FOR SUBGRADES WITH P! C 15 AND %PASSING THE #200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED SIEVE < 35%, USE PORWITH PI ND AND % PASSING STABILIZATION. SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE R-O W (SEE NOTE i) 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND WILL BE DETERMINED BY THE ENGINEER. VARIABLE R-O-W (SEE NOTE 5) VARIABLE BIC TO BIC (SEE NOTE 1) l� � VARIABLE BIC TO BIC (SEE NOTE 5) � MONOLITHIC CURB � SEE 6` CONCRETE 2" HOT MIX ASPHALTIC STD. CURB &GUTTER SEE W CONCRETE SEE 6' CONCRETE 6"REINFORCED { SEE W CONCRETE SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL SIDEWALK DETAIL CONCRETE (28 DAY ! TYPE "fl„JOINT SIDEWALK DETAIL } STRENGTH Q 3500 PSI) j i 3% SLOPE 3% SLOPE •--p. LIMIT OF MEASUREMENT" 2' MIN. 4" HMAC BASE "COMPACTED STABILIZED SUBGRADE 98%STANDARD LIMIT OF MEASUREMENT 2' 94 BARS 18" O.C.E.W. 6" COMPACTED STABILIZED SUBGRADE 98°/" STANDARD FOR ROADWAY EXCAVATION OR 6 CRUSHEfl LIMESTONE ( FOR ROADWAY EXCAVATION MID SW ASTM D-698 AT A MOISTURE CONTENT BETWEEN AND STABILIZATION BASE (95% MOD. ASTM•0161 p AN0 9 IF OPTIMUM RE CONTENT BETWEEN & STABILIZATION ( 0 AND +4%A OF OPTIMUM (LOCALL STREETS) I MICAL STREET SECTION ZTPICAL STREET SECTION ASPNAL7YC CONCR s Tr P.4 V1;'AIF,IVT ST4-04 RrrVFORCFD CONCRETE PA VTMFNT I Srj'1-05 cr) Q cn w CITY OF BRYAN The Good Life, Texas Style." DRAWN BY: C.L.M. DATE: 08-01-12 SCALE' N T S APPROVED: W. P. K. FIGURE= SHEET 1 OF 1 GROSS SLOPE NOTES: 2°/a MIN. 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B1CS UNIFIED DESIGN GUIDELINES. CROSS SLOPE 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS CROSS SLOPE SIDEWALK @ 40' O.C.,CONTRAGTION JOINTS @4' O.C. .OSSS2%MAX.,1%MIN. .� 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) n WiTH#3x12"BARS@12"O.C.OR#4x12"BARS@18"O.C. PAVEMENT CURB 1 v 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98%OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0.4% WET OF THE OPTIMUM MOISTURE CONTENT ! n n 8' i•YP. S. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. NOTE' JOINT MATERIAL SMOOTH DOWEL BAR SEAL WITH EXPANSION THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE 112"O X 18" 12" O C � REQUIREMENTS - BERMS MAY BE REQUIRED 114" R (COATED WITH HEAVY 3i4 OUTSIDE OF THE SIDEWALK. GREASE) ' y 3'-0"MIN. 6'-0" VARIES•-? P - �-^q� -4-2% MAX. I * RECYCLED MATERIAL, 112- Line THICK AS MANUFACTURED SEE NOTE 4 BY J.D. RUSSELL CO.OR IrONG METAL OR PLASTIC CAP, INSIDE * * o APPROVED EQUAL DIAMETER TO BE 1116" GREATER71 HAN d e , DIAMETER OF DOWEL BAR. CAP MUST #3 BARS * ,y * q BE LONG ENOUGH TO COVER 2"OF @ 12" O.C.E.W OR 28-DAY CONCRETE DOWEL AND HAVE STOP SO END OF #4 BARS @ 18" O.C.E.W. STRENGTH = 3000 P. CAP IS 1" FROM END OF BAR. (4" THICK MIN.) PER TAS SEE FINISH NOTE STANDARDS SIDEWALK MANSION ALONG LOCAL STREETS SIDEWALK SLOPE REQUIREMENTS SWI-00 & CONSTRUCTION JOINT I 4"x4"x3116" STRUCTURAL STEEL TUBING 3'4" MIN. 6'-0" VARIES 8' O.C. MAXIMUM W O.C. MAXIMUM--712" O.C. 118"T0.3116' SAWED WITH FORMEDEXPANSIO,N I I JOINT MATERIAL, MIN. E- 2% MAX. S" 318" R SEAL WITH E SEE NOTE 4 50" 4., #3 BARS @ 12" O.C.E.W. OR STR0 P #4 BARS @ STRENGTH = 0 S 18' O.C.E.W. ST THICK MIN. SIDEWALK CONTRACTION JOINT SEE FINISH 4"x2"x8116" STRUCTURAL STEEL TUBING NOTE 4"x4"x3116"STRUCTURAL 1"x1"x3176"STRUCTURAL STEEL TUBING ALONG MINOR COLLECTORSSTEEL TUBING SEE CONNECTION DETAIL SWEEP SAND MAX 24" MIN 11' INTO ALL JOINTS AND LARGER 4" CONC. SIDEWALK TYPICAL PEDESTRLkN • 112"DIA. BOLT L CONNECTIONDETAIL ° ° b :°_ �"o ti':>9. i 7.5" GUARD�a • . v o ACCEPTABLE r•,a. " ° a ' o a .° ° TRAFFIC RATED 8'-0" VARIES ---,I Ism7 -01 PAVER MATERIAL I 1 it 6., _ 2e/a MAX. , GENERAL NOTES: 1" MAX. SAND LAYING COURSE -SEE NOTE 4 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SEE NOTE 3 SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ACCEPTABLE ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. TRAFFIC RATED 28-DAY CONCRETE BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. PAVER MATERIAL #3 BARS @ 12- O.C.E.W. OR STRENGTH = 3000 PSI #4 BARS @ 18" O.C.E.W. � E THICK NISH NO) APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIMETHAT EARTH HAS SIDEWALK PAVER SECTION BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR.ALONG MINOR COILECTORS ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN.TTLARGER �+ ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN AND RG.L' R ACCORDANCE WITH TXDOTSTANDARDS CONCRETE SIDEWALK TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. 3' I, GREEN SPACE SIDEWALK-.' ' t PROPERTY LINE r'S \ �9 0 **23' (1WCURBRADIUS}} y4 21.5` 20' CURB RAOIt15) ` 91%, 16.5' (�25' CURB RADIUS) FAQ -Y CROSS SLOPE NOT TO EXCEED 2a/a OR BE LESS THAN 1°% ON ANY PORTION OF RAMP OR TRANSITION TO STREET CROSSWALK DIMENSIONS, CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN 4' THE PLANS. M i QF; 12• + DETECTABLE WARNING SURFACE ** VARIES SIDEWALK , : ►• PROPERTY LINE *" 23' (10- CURB RADIUS) 21.5' 20' CURB RADIUS 16.& (25' CURB RADIUS � CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1%ON ANY PORTION OF RAMP OR TRANSITION TO STREET CROSSWALK DIMENSIONS, CROSSWALK MARKINGS, AND STOP LINE LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN THE PLANS. R O •9 r Ll WATNt ABLE NG SURFACE s` SIDEWALK AMBULATORY 8' SIDEWAI .K A►MBLI ATORY RAMP AT STREET INTERSECTION SW3-00 RAMP AT STREET INTERSECTION CROSS SLOPE NOT TO EXCEED *CROSS SLOPE NOT TO EXCEED 2/a OR BE LESS THAN 1 /a ON ANY 2% OR BE LESS THAN 1%ON ANY PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION TO STREET TO STREET ,t,`t' � O•Z•P y �l• O�� ,yh 4`�� PROPERTY ,DETECTABLE LINE WARNING /-8'SIDEWALK SURFACE� RAMP' 6' SIDEWALK 2 � .. 2 � - i i4 1:12 `"'V" If SLOPE MAX. *1' 3M6" NOMINAL- ANNULARSPACE 6. TRENCH GRATE MAY ONLY BE ALLOWED WITH PRIOR APPROVAL FROM THE CITY ENGINEER AND WHERE THERE IS NO OTHER STORM SEWER SYSTEM AVAILABLE. SWI-02 No. 4 BARS I Isometric View SIDEWALK DRAINAGE SW3-01 TRENCH GRATE SW3-02 * CROSS SLOPE NOT TO EXCEED 2a/a OR BE LESS THAN 1%ON ANY PORTION OF RAMP OR TRANSITION TO STREET 1• � PROPERTY LINE DETECTABLE I SUR ACE 5' SIDEWALK a 3' EXPANSION JT. & 3' EXPANSION JT. & SMOOTH DOWEL BAR, SMOOTH DOWEL BAR, EXPANSION JT. & 112" DIA. X 46", WITH 112" DIA. X 16", WITH CAP 12" O.C. CAP @n 12" O.C. BACK SMOOTH DOWEL BAR, BACK (COATED WIHEAVY BAC (COATED WIHEAVY OFCURB 112" DIA. X 16", WITH OF CURB S MIN. GREASE') OF CURB 6' MIN. GREASE) 6' MIN. CAP 12" O.C. (COATED WIHEAVY GREASE) S' SIDEWALK AMBULATORY RAMP 6SIDEWALK AMBULATORY RAMP 5' SIDEWALK. AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET IN, & DRIVES AT STREET INTERSECTION & DRIVES FSW3-03 SW3-04 f SW3-05 r DETECTABLE WARNINGS PEDESTRIAN FACILITIES CROSSWALKS: DETECTABLE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC G 1 i ML NOTES: GENERAL NOTES: 2 WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS. THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION I. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING I. All SI,OP_FC ARE MAXIMUM At t OWAR K THE LEAST vawO LANDING FOR PEDESTRIANS TO CROSS THE INTERSECTION AS WELL AS INFORMING DRIVERS WHERE PEDESTRIANS SURFACE THAT CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE p }w w MAYBE PRESENT. NOT ALL LOCATIONS NEED THE ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH ADJOINING OF APPROACH SIDEWALKS AS DIRECTED. w 111 -' in CROSSWALKS MARKED- HOWEVER TYPICALLY COLLECTOR AND ARTEMAL STREiI'S DO. AS STATED SURFACES, INCLUDING SIDE FLARES. FURNISH DARK BROWN OR 2. LANDINGS SHALL SEA 5' X T MINIMUM WITH A MAXIMUM c :t+�; fs}i� iRb �¢#:ib: 4" MAX. IN THE TMUTCD AN ENGINEERING STUDY SHOULD BE DARK RED DETECTABLE WARNING SURFACE ADJACENT TO 2"/a SLOPE IN ANY DIRECTION. z a ;1�aYt:ts;q R a;c AND USUAL �+ PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM O o q1a'#ion OF 4 X 4 WHOLLY CONTAINED WITHIN (n THE CITY OF BRYAN'S PREFERENCE FOR MARKING 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. CROSSWALKS IS THE LONGITUDINAL (OR "LADDER- w STYLE). THE CITY OF COLLEGE STATION'S PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2a/a. ck:: S" MIN• FACE OF 10" MAX. CURB HOWEVER, IN THE NORTHGATE AREA ADJACENT TO SCHOOL OR SCHOOL ZONES AND LINER HIGH PEDESTRIAN CROSSINGS WE 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION 6. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS LONGITUDINAL (OR LADDER" STYLE) IS PREFERRED. DEVIATION FROM FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS TYPICAL PLACEMENT OF DETECTABLE WARNING THESE PREFERENCES WILL BE ALLOWED ONLY WITH THE APPROVAL OF THE CITY ENGINEER. THE LONGITUDINAL STYLE: MARKING SHALL BE 24" WIDE AND 8 FEET IN LENGTH SPACED 48-INCHES APART. TRANSVERSE S. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY BE SURFACE ON LANDING AT STREET EDGE THE MARKINGS SHALL CONSIST WO 12-INCH OF TWO 12-INCH WIDE LINES SEPARATED 8Y S FEET FOUND IN THE CURRENT EDITION OF THE TEXAS y Y �"``Jt% OF PAVEMENT. ALL CROSSWALK PAVEMENT MARKINGS SHALL ALWAYS MEET LLRTxDOrSSSW ALWAYS 6' DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THATTHE EDGE NEARESTTHE CURB LINE IS A MINIMUM OF ACCESSIBILITY STANDARDS (TAS) AND `16 TAC 68,102. SPECIFICATION FOR TYPE 1 MARKINGS OTHERWISE APPROVED WAND A MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA THE MEDIAN SHOULD BE A MINIMUM OF WWIDE. MEDIAIJS SHOULD BE LANDING BY THE CITY ENGINEER. CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESS&3LE PASSAGE OVER OR ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED THROUGH THEM. u�hs>u CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, AND CONCRETE. 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE al�-a CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK DETECTABLE WARNING SURFACE (DOMES TO RUN PARALLEL TO STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE RETRO-REFLECTIVE, THERMOPLASTIC TRANSVERSE MARKINGS ARE NOT REQUIRED CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS PEDESTRIAN TRAVEL) STRIPING. DIRECTED 8Y THE ENGINEER. "MAX AND USUAL . 9EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. a '� z 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE 4 SY ♦y'C iQi;:P ° a' ;S. iv � -A'a - SIDE FLARE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES �a•:?:�E.cs,�.�.. +xiic (TYP.) (PENETRATES) A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT ` -6" MIN - FACE OF 10" MAX CURB TYPICAL PLACEMENT OF DETECTABLE SW2-01 a z 5'x5' �-1� w JLANDING a�a u CL O i0- CL 11::1100ESLOP z.. (TYPICAL) (TYPICAL) 4'RAM(TYPICAL) H (TYPICAL) O ICAL} CURB TYPICAL AMBULATORY RAMP W/ FLARED WINGS 2-318"j _�- •�--- O O O O - 1„ 4 0 0 0 0 - DrTECTABbr� WARNING PA 1,ER TRUNCATED DOME PATTERN CURB RAMP DETECTABLE WARNING PAVER SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 39" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PROVIDE A SMOOTH TRANSITION WHERETHE CURB RAMPS CONNECT TO THE STREET. FLARE SLOPE SHALL NOT EXCEED 10%MEASURED ALONG CURB LINE. GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULLSIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS USING A POWER SAW. NO.3 REBAR AROUND PAVER INSET DETECTABLE WARNING PAVER WITH EXPANSION JOINT TRUNCATED DOME SURFACE AS REQUIRED 1" MORTAR BED - SHALL CONFORM TO SIDE FLARE APPLICABLE SPECIFICATIONS (TYP) CONTROL JOINT PERMISSIBLE ,L \-MIN. 4" ER CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS SECTIONA A SW2-03 �I u CITY OF BRYAN 7heGood ife, 7erasSt�le." DRAWN BY� C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED, W. P. K. FIGURE: . a w SHEET 1 OF 1 NOTE: GENERAL NOTES: ---'- ' 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS --24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HAND AND OTHERWISE DIRECTED, 28•DAV CONCRETE IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPWTO A DEPTH OF STRENGTH = 2000 psi FINISHED GRADE. 12" OVER THETOP OFTHE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN WITH #4 BAR AROUND BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE 7,0 D ALL VALVE BOX. 2• ALL VALVE OPERATING NUT FACE OF THE STEAMER ON THE FIRE HYDRANT. EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE Q OF STEEL SIZED AS NOTED STRENGTH = 2000psi. 8. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN AND PAMED WITH TWO (2j ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT COATS OF METAL PAINT. S. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. TRAFFIC RATED COPPERHEAD 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON g• HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER SNAKEPIT TEST STATION OR S. EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. APPROVED EQUAL OF ONE {1) FOOT LONG. 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL VIEWA - A WATER LINES SHALL BE AMPro WILL HAVE FULL BEARING ON THE FINE GRADED USA, LL562 LOCKABLE LID. TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR EACH BELL AND FIRE HYDRANT. TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT SNAKEPTT TEST STATION OR VALVE BOX PER SPECS WITH BOX STEAMER NOZZLE CHAINS APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. TO BE REMOVED BY 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO EXTENSION WITH q q C€TY'S ACCEPTANCE OF f7 7 CENTERING COLLAR. f- � WORK. 611 TERMINATE 4' TO 5' FINISHED GRADE f •-•� FROM TOP OF BOX. `--" BURY LINE AS EQ ARIE 2" SQUARE AWWA NUT EXTENSION WITH CENTERING COLLAR. I 6" STD. TERMINATE 4' TO 5' d GATE VA E FROM TOP OF BOX. WITH SS E OL rs 71 i 24"X24"X6" 28-DAY CONCRETEp WITH #4 BAR AROUND ALL VALVE BOX. 0 VW, WA -A i 1 w z 1 ggTTpp qq VV AWWA C900 W1S'TRINLESSLVE ` (SEE NOT 8) 6V MJ „ D.1.OR 0909 PIPE + 0 COUPING ANCHOR o PRESSURE PIPE STEEL BOLTS CON RETE O gg BLOCKING 7 PEA GRAVEL - FILL PVC OR D.I.IPE x C4PPERSTRAGEFDT� l TO 1 FT. ABOVE c- r•� WIRE BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUALTO ONE BAG OF SACKRETE GATE VALVE & BOX T�•/r • . 1-00 2" SQUARE x 2" HIGH OPERATING NUT VALVE OPERATING NUT EXTENSION 5" DIA 118" MIN x THICKNESS STEEL PLATE w190' CUT-OUT 1" DIA STEEL ROD SQUARE SOCKET 2" DIA INSIDE 2114" DEPTH TWO 318" SET SCREWS ON T118"MIN WALL EITHER SIDE TO LOCK THE HICKNESS) OPERATING NUT. SCREWS ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET GATE VALVE EXTENSION W1-01 NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE 6 24" MIN' PLAN VIEW UNDISTURBED DIRT ('' COMPACTED f / SELECT FILL r:• ,�,- r. .. C«.a �i 1.4 �: •1: f X• MEGALUG ..��,. s,: +i 3 s��r•, `-.r«'f.'�4r•'°* ,r::i;•ti _n...a��'..,-... e?,':� a`: "'..;�:: �% LS i,,•'.�«�'Srr[i?'c'.9'. ".�..StO=Sc:aPIPE „;';YSC?Nr`y^r MIN. •:� •:: •:�: `%i' :i�: •:.; •..: REQUIRED L-MECHANICALJOINTS-v I WITH SETSCREW RETAINER GLANDS OR MEGA LUGS 1 BLOCK AS DIRECTED OPTIUNAI, I TRAFFIC RATED Ic REFER TO TECHNICAL SECTION COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEP€T TEST INSTALLATION STATION OR APPROVED EQUAL GROUND LEVEL MAXt DETECTOR TAPE / WEEP HOLE -THRUST BLOCK FIRE HYDRANT LOCATION REALIGN AS NEEDED 3CK USING 12"x12"x4" CAST CONCRETE ADELOK 0 AL GRADE) STANDARD FIRE HYDRANT ASSEMBLY W 1-Q2 TRAFFIC RATED COPPERHEAD CONCRETE PAD STD.) METAL DETECTOR TAPE MIN. TRACING WIRE 14ga SOLID TRACER WIRE SHALL END COPPER AT A TEST STATION. TYPICAL UTIL€TY PIPE TYPICAL UTILITY PIPE 'X TRACER WIRE MUST BE INSTALLED s DEAD END - DIRECTLY ABOVE THE PIPE. UTILITY PIPE LOCATION MATERIALS IED 12"MIN. \--CONCRETE SECTIONAA END OF LINE BLOCKING NOTE:1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INS€ UNDISTURBED SOIL TO 6"ABOVE AND ON BOTHWIS.S. HOSE SIDES OF COPPER PIPE. AIR RELEASENACUUM BREAKER VALVE 2. PAYMENT FOR 810 Il'EM OF"AIR RELEASE VALVE" VALMATIC MODEL 101 ((1") SHALL INCLUDE AL# MATERIALS, AS SHOWN INOR MODEL 102 2") +DR DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPROVEDEQUAL 3. PIPE SIZE SHALL BE 1" OR 2". 4• SIZE OF LINES AND VALVES MAYBE MODIFIED BY THE ENGINEER HOT BOX POLY ROX n NOTES: 1. FURNISH AS SHOWN ON PLANS AND ON ALL VALVE SIGN POSTS. BLACK TEXT-'` WARNING 2. 10" U DERGROUND PIPELINE CONTACT THE CITY BEFORE EXCAVATING ROUND 4 < :-, 7" V A� . 7" I 40. _ PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN OHANNHEAVY OS DUTY, WING V .0 NO AMERICAN FLOW CONTROL TRE WARNING SIGN 9 y' . D• Vf H . ' D f 3'X3'X6" CONCRETE SLAB MJ PLUG MAIN LINE I J. TEE tCROSS VALVE BOX AND SHAFT EXTENSION 4.O- CAST IRON VALVE BOX COVER 2' X V X 6" CONCRETE SLAB `-BACK FILL y9 T BEND AND �G.p ADAPTER OR AN APPROVED EQ'Y .: �O THRUST BLOCK RESTRAINED JOINT 6" M. J. ELLPLACED ON c / NOTE: WITHRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED OF ASSEMBLY SHALL BE 95% STANDARD DENSITY PER IN -LINE BLOW OFF ASSEMBLY ASTM D698 W3-00 W3-01 GALV. ELL GALV. NIPPLE 1 # REMOVE AND DISCARD '��AFTER USE MJ PLUG VALVE BOX AND SHAFT EXTENSION 2"METER BOX WITH t # EXIST. GRADE 4' 0" CAST IRON VALVE BOX COVER CAST IRON LID # I ,,.,-SOH. 40 GALV. PIPE # I 2' X 4' X 6" CONCRETE SLAB # 1 AFTER BLOW -OFF I # f INSTALL MALE QUICK AMERICAN FLOW CONTROL CONNECTION &CAP TRENCH ADAPTER EXIST. GRADE / OR AN APPROVED EQUAL MODEL PHRI {1 ) WITH BRASS BALL VALVE HEAT OR MODEL PHR2 (2") WITH HEAT OR APPROVED EQUAL IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PIPE AND BALL VALVE 4" X T X T CONCRETE PAD IFOR 1" PIPE) COPPER EXPOSED TO 4" X 5' X 3' CONCRETE PAD FOR 2" PIPE} CONCRETE SHALL BE BRASS ELL MJ TAPPED CAP SLEEVED WITH APPROVED TYPE "K" COPPER TUBING COPPER PIPE SLEEVING CONCRETE BLOCKING TO BE IN ACCORDANCE WITH WATER DETAIL W3.00 MAIN BRASS NIPPLE 2" BLOW -OFF RISER AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 'MJ TAPPED CAP WATERMAIN 4" M. J. ELL PLACED ON" UNDISTURBED SOIL 4" END OF LINE BLOW -OFF CONCRETE BLOCKING TO I BE IN ACCORDANCE WITH DETAIL W3.00 W3-04 THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER PIPE. ol TEE SCHEOULE - ID n TWRU5 tons G ft Aft Oc�. 4 fi $ , 5.1 1.5 1 2 11.31.53.5 &S NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED 2. IT SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINE IMMEDIATELY AFTER THE EARTH OR ROCK. STREET CROSSINGS HAVE BEEN INSTALLED. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 3. MARK EACH SERVICE END WITH METAL "T" POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY PAINTED BLUE. FIELD WHERE AND AS DIRECTED BY THE 4. MATERIAL USED SHALL SEAS SPECIFIED OR AN ENGINEER. THE VOLUME OF CONCRETE APPROVED EQUAL. BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1600 psi. INSTALLED WITH THE MAIN LINE CONSTRUCTION. NOTE: USE POLYETHYLENE WRAP OR 7. METERS AND VALVE BOXES SHALL BE PLACED HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE BY THE CITY UPON PAYMENT OF FEE. & PLUG TO PREVENT CONCRETE 8. LOT CORNERS SHALL BE MARKED WITH A LATH T A B THRUST BLOCK DETAILS SECTIONX--X POUR CONCRETE-` �O AGAINST UNDISTURBED EARTH .PLAN VIEW us STRAIGHT BALL VALVE W1 PLUG p (2 FOR DOUBLE SERVICE) -+ (FOR 1�--112" BALL VALVE 0 ON Y)OUBLE SERVICE ------ VM€N.-___ VIE,WA A SEE FOR MATERIAL REQU€REMENTSI3 .DOUBLE SERVICE o CONC. CURB & GUTTER O /A 12" MIN.-24" MAX. STRAIGHT BALL VALVE �� 2' MI . WITH PLUG (2 FOR DOUBLE SERVICE) ` A 1"TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-112" X 1" BRASS WYE (1 FOR DOUBLE SERVICE) tt� �CORP STOP �� t SERVICE) 1 1 lTl fTEYPE K COPPER TUBING (DOUBLE SERVICE) WATER LINE SEE NOTE 1 j 1(F-112" BALL VALVE WATER ONLYDOUBLE SERVICE PIPE NEW WATER SERVICE (SIIORTANDLONGSIDE) FW727-70 X Tom' THRUSTBLOCK TYPICAL HORIZONTAL THRUST BLOCK W2-00 's PAVEMENTAREAS A-117 BIC 'TIGHT NEOPRENE•END SEAL WI STN. STL. CLAMPS "APS" OR BLE TOP RUNNERS AIN 1" MAX CLR. CASING ': WkJEVVA{.K, NOTE: CASING SPACERS "' "• •••• "" -B" WIDE BAND STAINLESS 5. I 4-RUNNER MIN. (THRU 24' D!A STEEL (TYPE 304) CASING OR 6-RUNNER MIN. PROVIDE 4_ -- (24"-42 DIA. CASING) STAINLESS RUNNERS AT NEOPRENE INSULATION SLEEVE STL. TYPES04:8" WIDE BAND BOTTOM 45 BETWEEN PIPE AND BAND WI POLYMER RUNNERS; CENTERED MIN POLYMER RUNNER (TYP) OR NON -CENTERED; CLEAR BELL, RESTRAINED FROM FLOTATION: STRUCTURAL BACI1k,.FILL AREA OR OASCAbE"PS, IN°., M°° SS1$" CASING DETAIL W2-02 W2-03 NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL MAIN. 2'-0" MIN. ENCASEMENT 2'-0" MIN. OPEN OUT OPEN CUT LIMIT LIMIT NOTE: GATE VALVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY W VALVE BOX STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. S. DRY BORING IS REQUIRED. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL EORTAPPING MAIN. SLEEVE & AS REQUti LINE GATE VALVE 3'-0" MIN. ] 1-SIDEWALK MAY G BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER AS REQUIRED CARRIER... E GATE VALVE WIVALVE BOX TEE OR TAPPING SLEEVE &VALVE AS REQUIRED WATER LINE TYPICAL URBAN CITY STREET CROSSING- 4.00 TYPICAL RURAL STREET CROSSING W4-01 (T� A ORL GROUND O SELECTMATERI L I•---__IGINA_ R� ---� Q GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED 9Y STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT _ 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO.200 SIEVE 35 MINIMUM PERCENT PASSING 314" SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAWD. C@ CEMENT STABILIZED SAND DWI Ium ur Au[i'uR.liL7G NOTE ; 1. FOR AEDD/NGANDTRENCHINGW17HINALLEVST/NG PAVEDAREAS SEEDETAILSFOROPEN CUITSTREETS ,.._ (DetaASST•�06, ST4-Di, ST4-ow THISNOTEDOES ON %AtYTO STREETS ikfdd RECONSTRUCTED. SELECT MATERIAL 2. E€/ERY90DFEETPROVIDEAWATERSTOPSLOCK _r. .1.Ng COMPOSED COMPOSEDOFCEMENTSANDORNATIVEMATERIAL � i. DEPENDINGONEMSEDMENT. BLOCKSHALL HEBFEET " ° A SELECT MATERIAL CEMENT STABILIZED SAND O INLENGTH. NOSEDD/NG SAND IN THISAREA. $ =12" MAX. : ,,:...._ W-12" MAX. :h', =°.< ••o�_r. MANUALLY CONSOLIDATE "_•`=.`'••.� 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL ' ®( ® MANUALLY CONSOLIDATE BE IN ACCORDANCE WITH ANSIIAWWA STANDARDS ' '•'''�`. % AT OPTIMUM MOISTURE ��'��'' , •':4=� {T OPTIMUM MO#STORE FOR PVG PIPE. J�.` 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE 4- SHALL BE IN ACCORDANCE WITH ANSIIAW WA C1501A21.50 4 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL pip UNDISTURBED SOIL � � = L UNDISTURBED SOIL TAMPING. PIj� O.D. 0.p. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE PLACE METAL DETECTOR PRESENCE OF THE CITY ENGINEER. fi" MfN./12"MAX. TAPE AT A MINIMUM OF 24" 6" MIN.112"MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S ABOVE TOP OF PIPE PERFORMANCE OF THE WORK EITHER INSIDE OR NUN-SiRU�AI, AREAS TO BE PA V. U OUTSIDE THE RIGHT-OF-WAY, §HALL BE CONTROLLED BY THE CONTRACTOR. f?R S'TS TO BE 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY ARF,AS PAVING OR PLATING PLACED ATTHE END OF EACH RECONSTRUCT WORKING DAY. BEDDING AND TRENCH FOR DI PIPE &. PVC PIPE 4-021 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED, IN DEVELOPED AREAS WHERE GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE S§EDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED SY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. AM ..r CITY OF BRYAN Tire Cnod Life, Teaks Sljle." DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: SHEET 1 OF 2 NU 1 tS: Q Service saddle, SS straps, CC threads 0 Meter box valve: installed par manufacturer's recommendations. AIt main types, 5 = Ford Angle Stop - BAi 3-342W -1" 5A = Ford Straight Stop - 811-444W -1" 2 Smith Blair 317 Corporation Stop: Ford FS 1000-4-Q i" ©Brass bushing IPS -1" x 3/4" {J3 - Service tubing: Type K (2) Meter nipple - C38-23-2-5 - 314" copper-soft-1" ® Meter box and lid: Old Castle meter box, ® Ford mate adapter- C84 44-0 -1" Cl lid with Reader #36 rVA VE CUSTOMER mom USTOMER VALVE CITY OF BRYAN STRAIGHT OR ANGLE TAP - 3/411 f-W6-00 NOTES: Service saddle, SS straps, CC threads 07 Brass coupling I.P.S. - 2" Installed per manufacturer's recommendations. All main types: ® Swivel nut- C38.77-2" Smith Blair317 ® Meter adapter - BBIM 77-2" Q Corporation Stop: Ford FB 1000-7-Q Brass nipple (cc thread) - 2" I.P.S. .2- x 3" 0 Service tubing: Type K copper- cu- soft-2" Meter box and lid: Old Castle meter box, Cl lid with Reader#65 ® Ford mace adapter - C84-77-Q- 2" @ Meter box and lid: Old Castle 12" Q Meter box valve: round valve box#3RT 5 = Ford Angle Stop - BA-11-777W - 2" 5A = Ford Straight Stop - 811-777W - 2" (6) Brass nioole E.P.S.-2" x 6" NOTES: 1 Q Service sadd le, d!e SS straps, CC threads ads � 5 0 Mete o v r b x slue: Installed per manufacturer's recommendations. All main types: 5 = Ford Angle Stop - BA-13.444W-0 -1" SA= Ford Straight Stop -B11-444W-1" t� Smith Blair 317 Corporation stop- Ford FB1000-q-Q-1" ®Maternipple-C38-44-2-628-1" 8 Meter box and n lid: Old Castle meter box, 0 Service tubing: Type K copper-soft-1" CI lid with Reader #36 ® Ford mate adapter -C84-44-Q-1" CUSTOMER VALVE t CACUSTOMER ft� CITY OF BRYAN STRAIGHT OR ANGLE TAP - 1 f1 Wfi-0 � NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAiN LINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. IN 314" x 2.5" Long C38-23-2-5 314" x 3" Long C38-23-3 3/4" x 12" Long C38-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Lang C38-44-8.5 1-112" Meter Nipple C38.66-2-875 1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 Service saddle, SS straps, CC threads Q Swivel nut- C38-66.2-875-1-112" Installed per manufacturer's recommendations. All main types: @ Brass all thread I.P.S.-1-1/2" SmMBtair317 ® Meter adapter- BBIM 66-1-1/2" �2} Corporation Stop: Ford FB 1000-6-Q-1-11211 @ Meter box and lid: Old Castle meter v3 Service tubing: Type K copper- soft- l-1/2" box, Cl lid with Reader#65 @ Ford mate adapter - C84-66-Q - 1412" Meter box valve: 5 = Ford Angle Stop - BA-11-666W -1412" SA = Ford Straight StoD - B11-666W-1-112" l VA VEMER USTOMER VALVE CITY OF BRYAN STRAIGHT OR ANGLE TAP - 1-1/211 Wfi-02 METER SWIVEL NUT OR NI ANGLE ( 1(�--112" BALL VALVE- (F YDOUBLE SERVICE Box P +^' F WATER ° METER ---- 4'MIN.---.-....,._ VIEW A A 3 DOUBLESMUCE G o ANGLE STOP-? A 1-1/2" BALL VALVE -� (FOR DOUBLE SERVICE ONLY) CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP - 2!1 WATER. SERVICE RECONNECTION =W603 -1-112" X 1" BRASS WYE (1 FOR DOUBLE SERV.) EL 'LE PSI JIPE , NOTES: Service saddle, SS straps, CC threads a Brass bushing IPS -1" x 314" Installed per manufacturer's recommendations. All main types: Cambridge 800 Series or 7 Meter nipple - C38-23-2-5 - 3/4" Ford SMS90 8 Bali valve U2 Corporation Stop: Ford FB 1000-4-1 0g Meter box and lid: Old Castle meter 3 Service tubing: Type K copper- soft-1" box, Cl lid with Reader 06 4 Ford male adapter- C84-44-1" Meter box valve: 5 = Ford Angle Stop - BA13-342W -1" CUSTOMER 5A = Ford Straight Stop- 611-444W -1" VALVE L-;Ull CUSTOMER VALVE 9 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 3/411 -00 Q Service saddle, SS straps, CC threads installed per manufacturer's recommendations. ® Swivel nut- C38-77 - 2" All main types: Cambridge $00 Series or Ford S70IS90 ® Meter adapter- BBIM 77 - 2" Brass nipple I.P.S. - 2" x 3" i� Corporation Stop: Ford FS 1000-7 (cc, thread) - 2" 0 Meter box and lid: Old Castle meter 3@ Service tubing: Type K copper- cu - soft- 2" box, Cl lid with Reader #65 ® Ford mate adapter- C84-77- 2" ® Meter box and lid: Old Castle 12" ® Meier bax valve: 5 = Ford Angle Stop - FV-43-777W - 2" SA = Ford Straight Stop - B11-777W - 2" round valve box #3RT Bail valve ® Brass nipple I.P.S. - 2" x 6" Brass coupling I.P.S. - 2" CUSTOMER -VALVE CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 211 SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF#3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FrMNG ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. :�7.7:. : tY� q'c..nK .,r c a :r�•.�h',t�(TYP-2) NRS GATE VALVE "• FLO. COUPLING ADAPTER wlI LG_ SPOOL % NRS FLG VALVE (T PIA VIEW CONCRETE LID W/ 36"40" SINGLE LEAF GALVANIZED STEEL HATCHWAY (H-20 RATED) MODEL SIZE L1 W1 WEIGHT LBS DMO-CS3 3" 8'-8" .5'-U" W-6" 12,000 DMC-CS4 4" 8'-8" 6'-0" W-6" 12,00D DMC-CS6 6" 11'-0" V-0" 4'-9" 12,000 -MFG: PARK EQUIP. CO. MODEL: DMC-CS APPROVED 3" OR LARGER COMPOUND r METERS VAULTS & MATERIALS ROD (TYP) APPROVED METERS- SENSUS SRH (U.S. GALLONS) APPROVED VAULTS - PARK DMC-BR PRE -CAST CONCRETE VAULT WIADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS- DUCTILE IRON PIPE WiTH MECHANICAL JOINT. SETSCREW RETAINER GLANDS WILL SE BASED ON ALL M.J. FITTINGS. mcz DUCTILE IRON (TYP) ANY DEVIATIONS FROM THEABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS ® DIVIMSION MAANAGER WATER SEIRVIICES, THE HOURS GALVANIZED STEEL PRIOR TO ANTICIPWO DEVIATION L PIPE )SUPPORT GRAVEL BED -77W12" SQ SUMP W! CAST IRON GRATE AND OPTIONAL DRAIN ,T LEVATIONWE, W CITY OF COLLEGE STATION METER. VAULT ASSEMBLY NOTES: NOTES: 1Q Service saddle, SS straps, CC threads 8 Meter nipple - C38-44-2-625 -1" Q Service saddle, SS straps, CC threads 6 Swivel nut- C38 68-2-875-1-112" Installed per bons. All main � gall valve Installed per manufacturer's recommendations. All mainly recommendations. All main types: 8 Brass all thread I.P.S. -1412" Cambridge 800 Series or Ford S70/S90 Q Meter box and lid: Old Castle meter box, Cambridge 800 Series or ForS70IS90 8 Meter adapter- BBIM 66-1-112" 2 corporation stop: Ford FB 1000.4-1" Cl lid with Reader #36 O rp p: 2 Corporation Stop: Ford F81000-Cr 1-112" 9 Meter box and lid: Old Castle meter Service tubing: Type K copper- soft-1" 3 Service tubing: Type K copper- soft-1-112" box, CI lid with Reader#65 Ford mate adapter- C84441" 4 Ford male adapter- C84-66-1-112" �l Ball valve 6 Meter box valve: Q Meter box valve: 5 = Ford Angle Stop - BA-43 444W -1" CUSTOMER 5 = Ford fim o Stop - FV-43-666W-1-112" CUSTOMER 5A = Ford Straight Stap- 811-444W -1" VALVE 5A = Ford Straight Stop - 811-666W -1 112" VALVE 9 8 3 0_74 6 3 0 4 5 CUSTO6 VALVE MER VALVE MER 1 3 e 9 D'�{ CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 11t CUSTOMER VALVE -03 NOTES: 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAINLINE CONSTRUCTION. 4. EXISTING METER BOXES ARE TO BE REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. METER NUT SIZE FORD PART NO. 3/4" x 2.5" Long 038-23-2-5 3/4" x 3" Long 038-23-3 3I4" x 12" Long C38-23-12 1" x 2.625" Long C38-44.2-625 1"x 8.S" Long C38-448-5 1-1/2" Meter Nipple CSB-66-2-875 •1-1/2" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meier Bushing BBIM-77 CITY OF COLLEGE STATION STRAIGHT OR ANGLE TAP - 1-1/2" -01 T7-02 METER SWIVEL NUT OR NIPPLE METER ANGLESTOP BOX 1-112" BALL VALVE Z (FOR DOUBLE SERVICE ONLY) WATER METER ----4`MIN.------L VIEW A A D01TB ESFJ?ME ANGLESTOP CITY OF COLLEGE STATION WATER SERVICE RECONNECTION LMETER SW IVEL NUT OR NIPPLE j V TYPE "K" COPPER PIPE(2 FOR DOUBLE SERVICE) "X 1" BRASS WYE R DOUBLE SERV.) U) a a w CITY OF BRYAN TJ)e Good Life, Tems 86,1e.- DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED: W. P. K. FIGURE: %W P= SHEET 2 OF 2 s C N co N NOTE: 1. ALL MATERIAL SHALL BE ASTM D3034 SOR26 Wl GASKETS. 2. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 3. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACHSERVICE. CLEANOUTSHALL INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP. 5. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION ALLOWABLE TAPPING AREA BOTTOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW CENTERLINE OF MAIN. ip i `-771 I1 t 1 2.0' 2' PVC (SEE NOTE 2 STD. 450 PVC STD. PVC COUPLING SEE NOTE 3 - PLAN ecc �inrc a CURB & PIAAr r r `-TEE WYE SERVICE FITTING 103034 SDR26 PIPE (SEWER WYE AND 118° BEND) AKETS Q1.0% MIN. IS NOT TO BE PLACED SEWER LINE ZONTALLY) PRO = CITY OF BRA.YN SEWER SERVICE LINE CROSSING TO BE LOWERED T R-O-W OR EDGE GRADE AT` OF EASEMENT PLUMBER TO BE LOWERED R-O-W OR EDGE OF EASB TO FINAL GRADE ATTIME OF Jj VARIES PLUMBER'S TIE-IN w6 1 IE VARIES mz �'J•7 NOTE: 1. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W/ GASKETS 2. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. S. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE CONTRACTOR AT THE ROW FOR EACH SERVICE. CLEANOUT SHALL INCLUDE A BRASS PLUG. 4. CLEANOUTS SHALL BE EXTENDED 4 FEET ABOVE NATURAL GROUND. CLEANOUT CAP FITTING SHALL BE PLACED ON TOP. wt In wo z 1 BENDS TO BRING m i STACK VERTICALII TEE WYE SERVICE (TYPICAL 45° BEND) O FITTING (SEWER TEE) PVC (SEE NOTE 2)1 w (MIN. 1% SLOPE) m ul PVC (SEE NOTE 2 f" (MIN.1% SLOPE) z BENDS TO BRING w �` -- TEE WYE SERVICE STACK VERTICAL in (TYPICAL 45°BEND) FITTING (SEWER WYE AND 1/8 SEND' ROTATE AS NEEDED) STANDARD CONNECTIONPROJ ILE BEEP CONATCTIONPROFILE CITY OF BRAYN SANITARY SEWER SERVICE CONNECTION S6-oo GENERAL NOTES: APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. METER BOX CLEAN -OUT AND SHALL EXTEND W 612Y AND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED OPTION NO. 21N S1-01_) OR EXCAVATED SOIL COMPACTED TO 98°/n MAXIMUM DRY DENSITY AS PER ASTM D698 WITHIN OPTIMUM TO+4% WETOF OPTIMUM (OPTION NO.1 IN S1-01) STRUCTURAL BACKFILL AREA s etc 2' 8"TYP-�Ii"MIN. CLR. CARRIER PIPE CASING SPACER 1-PC. PULL -ON WATER TIGHT NEOPRENE END SEAL Wl STAINLESS STEEL CLAMPS "APS" OR "PSI" NOTE: B {C�A'SING SPACERS -RUNNER MIN. AT a, N. ((2HRU 4'-4DD2ADIIA. CASING) STAINLESS STL. TYPE304; 8" WIRE BAND Wl Pf POLYMER RUNNERS; CENTERED RUN OR NON -CENTERED- CLEAR BELL, RESTRAINED FROMFLOTATION; INSULATED; "APS, INC., MOD SS18" OR"CASCADE" O 2' '8�6 ".T'P. W _ .MAX cu ti. cs to STEEL CASING ca G7 0 7-ADJUSTABLE TOP RUNNERS 0 co TO MAINTAIN 1" MAX CLR. > tp MAX STEEL CASING `- POLYMER RUNNER MP) CASING DETAIL r NOTE I. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. S 5-0 V 3 ADRY PPROBORING PREFERRED THE CITYDE'NGIINEERRINGALLOWED ONLY WHEN TYPICAL URBAN CITY STREET CROSSING - NOTES: , 1. FURNISH AS SHOWN ON PLANS MACHINE BORING ANDIOR AT EACH MANHOLE WHERE SEWER LINE CROSSES OPEN FIELDS BLACK � (TUNNELING) TEXT . SIGNS TO BE CONSTRUCTED FROM SHOULDER SHOULDER ARN t N 220 GA. STEEL BAKED ON ENAMEL VARIES VARIES 10" FINISH. FURNISH ONE SIGN AND UNDERGROUND SEWER ONE POST FOR EACH OPEN FIELD /� 6" CLEAN OUT STACK CONTACT THECITY AND AT OTHER LOCATIONS AS 5'-01, WIDTH OF PAVEMENT DIP OR PVC BEFOREE(CAVATING SHOWN ON THE PLANS. FURNISH MIN. MI . FOR EARTH, SEE SAME NUMBER OF REPLACEMENT BEDDING AND OMITTING AS FOR EACH INSTALLED TRENCH DETAIL BACKGROUND '1" ON MAANHOLiE MANHOLE NUMBER L (NOTA SEPARATE RAY ITEM) 3'�BELOW FLOW LINE. MAN TOLE CEMENT STABILIZED` 7" NtD. SAND AS SHOWN ` '" �� 2" BLACK PRESSURE FOR ROCK, CONCRETE TO BE ADDED AFTER 10"--� BASIC SIGN HAS BEEN NOT LESS THAN 3" WHITE PAINTED BACKGROUND STANDARD CLEAN OUT FOR MAIN LINE SEWER WARNING AND MANHOLE 450 BEND s5_011 IDENTIFICATION SIGN s5-02 NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN T-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. S. ALL MATERIAL SHALL BE ASTM D3034 SOR26 W/ GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER ATTHE ROW FOR EACH SERVICE. 6. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF CONSTRUCTION 7. WHEN SERVICE CONNECTION IS DEEP CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3412 FEET BELOW NATURAL GROUND. NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE, 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 WI GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. S. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. WHEN SERVICE CONNECTION IS DEEP CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 3-1/2 FEET BELOW NATURAL GROUND. ALLOWABLE - TAPPING AREA m SIDEWALK 3.5' MAX. 1 (SEE NOTE 1.) i I 2.0' 2! PVC (SEE NO2 PVC TE 4) STD. 45° PVC BEND STD. PVC COUPLING 4" PVC EXTENSION WIPVC CAP (SEE NOTE 3) 2.0' PVC WYE WITH PVC CAP (SEE NOTE 3) SEEN6_ PLAN DESIRABLE w z NOTE: STEEL CASING--/ CARRIER PIPE -a 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED, TYPICAL RURAL STREET CROSSING SEE NOTE S (TYPICAL) i7C777�777'000 4' 3.5' MAX. PVC WYE WI D NOTE 7) PVC (SEE NO€I PVC (SEE NOTE a -TEE WYE SERVICE FITTING (SEWER WYE AND 1180 BEND) SEWER LINE CITY OF COLLEGE STATION SEWER SERVICE LINE CROSSING 3.5' MAX. --- (SEE NOTE 1.) R-O-W OR EDGE-~- R-O-W OR EDGE OF OF EASEMENT J PVC (SEE NOTE: (MIN.1% SLOPE) STD. 4S° BEND STACK VARIES 2 0 Z IN HEIGHT w PVC (SEE NOTE 3) w CONC.CURB & GUTTER 1 D3034 SOR26 f ISKETS 1.0%0 5NOTTQBEPL IORiZONTALLY) PROFILE PLAN w w (MIN.1% SLOPE) z STD. 45° BEND w TEE WYE SERVICE w FITTING (SEWER TEE) TEE WYE SERVICE FITTING (SEWER WYE AND 1/8 BEND) STANDARD CONNECTIONPROHIX, .DEEP CONNEC7YONPROFILE CITY OF COLLEGE STATION SANITARY SEWER SERVICE CONNECTION 9 S7-aa S7-al CITY OF BRYAN The Good L,ik Toms S[ylc." DRAWN BY: C.L.M. DATE: 08-01-12 SCALE- N T S APPROVED: W. P. K. FIGURE82 SHEET 2 OF 2 JULIETTE BALCONY 5ECT ION 1/411- 11-011 NOT : HANDRAIL ONLY EXTENDS 8" BEYOND BOTTOM TREAD SO AS TO NOT INFRINGE ON PUBLIC SIDEWALK PATIO ' M —rtiLuLu� /A Cq N SECT ION 1/4" = 1'-0" 1'-2" CLEAR MINIMUM FOR SIDE ACCESS PATIO t IM =.. 7L, 5ECT ION 1/4" a 1'-0" a n C „Ir - I 1'-2" CLEAR MINIMUM FOR SIDE ACCESS PATIO EDGE OF SIDEWALK: MAY SLOPE TOWARD BLDG. HERE AT 1:50 ff �„ I 15ECT ION V41' = 1'-011 JULIETTE BALCONY 5ECt ION 1/4" = 1'-0" STEP AND HANDRAIL NOTES: RISERS ARE NOT TO BE GREATER THAN 1" NOR LESS THAN 4" HIGH. SLOPES AT LANDINGS / SIDEWALKS ARE TO BE SLOPED AT 1:50 OR LESS. HANDRAILS ARE NOT TO INFRINGE ON THE PUBLIC SIDEWALK. HANDRAILS ARE TO BE BRUSHED ALUMINUM 1 1/2" TUBING, EDGE OF SIDEWALK: PATIO MAY SLOPE TOWARD BLDG. HERE AT 1:50 2" Cal 43 Lu JU t f Cq N is. 5ECT ION 1'-4 1/4" = 1'-0" I APARTMENT UNIT DATA: IIT DESCRIPTION AREA NUMBER OF UNITS TOTAL SQ, FOOTAGE NUMBER OF B>:DS IA 1 BDRM/ 1 BATH 641 SQ. FT. 2 1,282 SQ. FT. 2 IB 1 BDRM/ L5 BATH 1% SQ. FT. 4 3,180 SQ. FT. 4 iB-A -_ 1 BDRM/ L5 BATH 155 SQ. FT. 3 2,385 Sa FT. 3 - IC -- 1 BDRM/ 1.5 BATH --8-SQ. FT. — 15 -�13 10,555 SQ. FT. B 10 1 BDRM/ 1.5 BATH 138 SQ. FT. 1 — 5,166 SQ. FT. 1 — - ID-S ^ I-BDRM/-1.5 BATH/ STUDY - 1,035 SQ. FT. 1 1,035 SQ. FT.— I IE 1 BDRM/ L5 BATH 814 SQ. FT. 2 _ 1,628 SQ. FT. 2 2A 2 BDRM/ 2.5 BATH --- - 1,093 SQ, FT. 1 I'm SQ. FT. 2 TOTAL 33 26,364 Sa FT. 34 AVERAGE SQUARE FOOTAGE PER APARTMENT 199 SQ. FT. TOTAL NET AREA 26,364 SQ. FT. BALCONIES 568 sa FT. BREEZEWAY 1,195 SQ. FT. STAIRS 498 SQ. FT. TOTAL GROSS AREA 25,225 SOL FT. PARKING: REQUIRED TYPE OF UNIT REQUIRED SPACES NO. OF UNITS TOTAL REQUIRED SPACES I BEDROOM UNITS 1 PER UNIT 32 32 SPACES 2 BEDROOM UNITS 2 PER UNIT 1 2 SPACES TOTAL SPACES REQUIRED 34 SPACES ACCESSIBLE SPACES REQUIRED 2 SPACES PROVIDED OPEN PARKING SPACES 34 - SPACES ACCESSIBLE SPACES PROVIDED 2 SPACES TOTAL SPACES PROVIDED 36 SPACES — � li 7 P s a rasa 05.3 �j sEf a g, ...e .a.;� Copyright® 2012 TRD TROUT ARCMTECT AND A,S30ents o, LTD. drawl �n�efi P�Perty of iastrnments of service end shell the the Architect They are not to be used ono r Projects or extensions to this project except by agreement in writ' and with appropriate compensation Eo the Architect 06.26.2013 CLIENT: PROJECT NAME NORTHGATE PROPER APARTMENTS I i PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS I� 1 DATE ISSUE i 05.29.2013 ISSUE FOR PERMIT 06.26.2013 CITY COMMENTS i� �r I� 151�'EII z oiiFLAN .•• GENERAL NOTES ml rl I & AND LAB. LABORATORY ANGLE LAM. LAMINATE ® AT LAV. LAVATORY L CENTERLINE LKR. LOCKER 0 DIAMETER OR ROUND L.P. LOW POINT POUND OR NUMBER LT. LIGHT (E) EXISTING MAX. MAXIMUM ACOUS. ACOUSTICAL M.C. MEDICINE CABINET A.D. AREA DRAIN MECH. MECHANICAL ADJ. ADJUSTABLE MEMB. MEMBRANE AGGR. AGGREGATE MTL. METAL AL. ALUMINUM MFR. MANUFACTURER APPROX. APPROXIMATE MH. MANHOLE ARCH. ARCHITECTURAL MIN. MINIMUM ASB. ASBESTOS MIR. MIRROR ASPH. ASPHALT MISC. MISCELLANEOUS M.O. MASONRY OPENING BD. BOARD MTD. MOUNTED BITUM. BITUMINOUS MUL. MULLION BLDG. BUILDING BLK. BLOCK N. NORTH BLKG. BLOCKING N.I.C. NOT IN CONTRACT BM. BEAM NO. OR # NUMBER BOT. BOTTOM NOM. NOMINAL N.T.S. NOT TO SCALE CAB. CABINET C.B. CATCH BASIN O.A. OVERALL CEM. CEMENT OBS. OBSCURE CER. CERAMIC O.C. ON CENTER C.I. CAST IRON O.D. OUTSIDE DIAMETER (DIM.) C.G. CORNER GUARD OFF. OFFICE CLG. CEILING OPNG. OPENING CLKG. CAULKING OPP. OPPOSITE CLO. CLOSET CLR. CLEAR PRCST. PRE -CAST C.O. CASED OPENING PL. PLATE COL. COLUMN P.LAM. PLASTIC LAMINATE CONC. CONCRETE PLAS. PLASTER CONN. CONNECTION PLYWD. PLYWOOD CONSTR. CONSTRUCTION PR. PAIR CONT. CONTINUOUS PT. POINT CORR. CORRIDOR P.T.D. PAPER TOWEL DISPENSER CTSK. COUNTERSUNK P.T.D/R COMBO, PAPER TOWEL DISPENSER CNTR. COUNTER & RECEPTACLE CTR. CENTER PTN. PARTITION P.T.R. PAPER TOWEL RECEPTACLE DBL. DOUBLE DEPT. DEPARTMENT R. RISER D.F. DRINKING FOUNTAIN RAD. RADIUS DET. DETAIL R.D. ROOF DRAIN DIA. DIAMETER REF. REFERENCE DIM. DIMENSION REFR. REFRIGERATOR DISP. DISPENSER RGTR. REGISTER DN. DOWN REINF. REINFORCED D.O. DOOR OPENING REQ. REQUIRED DR. DOOR RESIL. RESILIENT DWR. DRAWER RM. ROOM DS. DOWNSPOUT R.O. ROUGH OPENING D.S.P. DRY STANDPIPE DWG. DRAWING S. SOUTH S.C. SOLID CORE E. EAST S.C.D. SEAT COVER DISPENSER EA. EACH SCHED. SCHEDULE E.J. EXPANSION JOINT S.D. SOAP DISPENSER EL. ELEVATION SECT. SECTION ELEC. ELECTRICAL SH. SHELF ELEV. ELEVATOR SHR. SHOWER EMER. EMERGENCY SHT. SHEET ENCL. ENCLOSURE SIM. SIMILAR E.P. ELECTRICAL PANELBOARD S.N.D. SANITARY NAPKIN DISPENSER EQ. EQUAL S.N.R. SANITARY NAPKIN RECEPTACLE EQPT. EQUIPMENT SPEC. SPECIFICATION E.W.C. ELECTRIC WATER COOLER SQ. SQUARE EXST. EXISTING S.ST. STAINLESS STEEL EXPO. EXPOSED S.SK. SERVICE SINK EXP. EXPANSION STA. STATION EXT. EXTERIOR STD. STANDARD STL. STEEL F.A. FIRE ALARM STOR. STORAGE F.B. FLAT BAR STRL. STRUCTURAL F.C. FIRE CORE SUSP. SUSPENDED F.D. FLOOR DRAIN SYM. SYMMETRICAL FDN. FOUNDATION F.E. FIRE EXTINGUISHER TRD. TREAD F.E.C. FIRE EXTINGUISHER CABINET T.B. TOWEL BAR F.H.C. FIRE HOSE CABINET T.C. TOP OF CURB FIN. FINISH TEL. TELEPHONE FL. FLOOR TER. TERRAZZO FLASH. FLASHING T.& G. TONGUE & GROOVE FLUOR. FLUORESCENT THK. THICK F.O.C. FACE OF CONCRETE T.P. TOP OF PAVEMENT F.O.F. FACE OF FINISH T.P.D. TOILET PAPER DISPENSER F.O.S. FACE OF STUDS T.V. TELEVISION FPRF. FIREPROOF T.W. TOP OF WALL F.S. FULL SIZE TYP. TYPICAL FT. FOOT OR FEET FTG. FOOTING UNF. UNFINISHED FURR. FURRING U.N.O. UNLESS NOTED OTHERWISE FUT. FUTURE UR. URINAL GA. GAUGE VERT. VERTICAL GALV. GALVANIZED VEST. VESTIBULE G.B. GRAB BAR GL. GLASS W. WEST GND. GROUND W/ WITH GR. GRADE W.C. WATER CLOSET GYP. GYPSUM W/0 WITHOUT WP. WATERPROOF H.B. HOSE BIBB WSCT. WAINSCOT H.C. HOLLOW CORE WT. WEIGHT HDWD. HARDWOOD HDWE. HARDWARE H.M. HOLLOW METAL HORIZ. HORIZONTAL HR. HOUR HGT. HEIGHT I.D. INSIDE DIAMETER (DIM.) INSUL. INSULATION INT. INTERIOR 1. - ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO PROJECT DOCUMENTS, APPLICABLE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2012 EDITION AND ALL LOCAL ORDINANCES, CODES AND REQUIREMENTS. INDICATES 2. - THE DOCUMENTS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS WINDOW SYMBOL © WINDOW SUBJECT TO REVIEW BY THE ARCHITECT / ENGINEER. TYPE 3. - THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK ALL CONDITIONS AT FIELD, CONTRACTOR SHALL CONTACT ARCHITECT / ENGINEER IN CASE OF ANY DISCREPANCIES BETWEEN EXISTING CONDITION AND. NEW WORK. 4. - THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES, SHALL CHECK ALL DIMENSIONS AND COORDINATE THE DOCUMENTS WITH CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES SHALL BE 10 INDICATES REPORTED TO THE ARCHITECT AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. DOOR SYMBOL p DOOR NO. 5. - REFER TO CIVIL ENGINEERS DRAWINGS FOR: INDICATES A. - GRADING AND DRAINAGE FOR STORM WATER. DOOR TYPE B. - WATER MAINS ON SITE AND OFF SITE AND WATER METER. C. - SANITARY SEWER MAINS ON SITE. D. - RECORDED PLAT INFORMATION. 3/Al4.1 INDICATES 6. - REFER TO MEP DRAWINGS FOR: DETAIL SYMBOL \ \ DETAIL NO./ A. - WATER LINES FOR BUILDINGS AND SPRINKLERS SYSTEM 1 AND SHEET B. - STORM DRAINAGE FROM DOWNSPOUTS, LANDSCAPING AND POOL DRAINAGE. NO. WHERE C. - SANITARY SEWER EXIT LOCATIONS FROM EACH BUILDING. LOCATED D. - SITE LIGHTING AND BUILDING LIGHTING. E. - MECHANICAL PLANS FOR UNIT PLANS INDICATES F. - ELECTRICAL PLANS FOR UNIT PLANS SECTION DETAIL DETAIL NO./ 7. - REFER TO ARCHITECTURAL DRAWINGS FOR: ELEVATION MARK 3-- �„/� / AND SHEET A. - DIMENSIONS OF PARKING AND BUILDING LOCATIONS NO. WHERE B. - OVERALL SITE SYNOPSIS LOCATED C. - BUILDING FLOOR PLANS, ELEVATIONS SECTIONS AND DETAILS. D. - UNIT FLOOR PLANS AND UNIT INFORMATION 8. - ALL EXTERIOR WALLS, TENANT SEPARATION WALLS, TENANT / CORRIDOR SEPARATION WALLS, INTERIOR AND EXTERIOR LOAD BEARING ROOM IDENTIFlCATION 101 ROOM NO. WALLS, TENANT / STAIRWELL SEPARATION WALLS, AND ALL FLOORING / CEILING - ROOF / CEILING ASSEMBLIES TO HAVE (1) HOUR OFFICE & NAME FIRE PROTECTION. 9. - PROVIDE BLOCKING FOR ALL CABINETS, CEILING FANS, BATH ACCESSORIES, RECESSED FIXTURES AND HANDICAPPED GRAB BARS AND REQUIREMENTS. 10. - ALL BUILDINGS SHALL HAVE GUTTERS AND DOWNSPOUTS, ALL DOWNSPOUTS THAT DISCHARGE AT GRADE AND SHALL HAVE CONCRETE SPLASH BLOCKS OR ADS PIPE EXTENSIONS. HOT WATER HOOKUP 11. - PROVIDE G.I. FLASHING AT ALL VALLEYS AND AT ALL ROOF AND WALL INTERSECTIONS. 1_+ 12. - ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR EXPOSED TO WEATHER SHALL BE TREATED LUMBER (GROUND LEVEL ONLY). 1 13. - ALL INTERIOR NON LOAD BEARING WALLS MAY HAVE 5/8" GYPSUM BOARD: BATHROOM WALLS TO HAVE MOISTURE -RESISTANCE GYPSUM BOARD. 14. - BATHTUBS, MECHANICAL FURR-DOWNS, CABINETS, ETC. THAT ABUT ONE (1) HOUR RATED ASSEMBLIES MUST BE INSTALLED AFTER THE FIRE RATED GYPSUM BOARD. 15. - ALL ELECTRICAL AND PLUMBING PENETRATIONS IN RATED ASSEMBLIES MUST BE FIRESTOPPED TOP, BOTTOM AND SIDES WITH FIRE COLD WATER HOOK-UP �- RATED MATERIALS. 16. - WHEN PLUMBING LINES RUN THROUGH LIVING OR DINING FLOOR AREAS, INSULATE THE FIRST 3'-0" MIN. OF THE PLUMBING LINE. 17. - NOT USED. 18. - WATERLINES RUNNING THROUGH ATTIC SPACES SHALL BE INSULATED. 19. - ALL INSULATION SHALL HAVE A FLAME SPREAD RATING AND A SMOKE DEVELOPMENT RATING AS REQUIRED BY THE 2012 1 HOUR RRE RESISTANT WALL ON FLOOR INTERNATIONAL BLDG. CODE. PLANS 20. - ALL RECESSED WASHER CONNECTION BOXES SHALL BE MOUNTED AT 40" (MAX.) ABOVE FINISH FLOOR. 21. - ALL STUD WALLS MUST BE FIRESTOPPED AT THE CEILING AND FLOOR LEVELS. 22. - ALL TOILET ROOMS MUST COMPLY WITH VENTILATION REQUIREMENTS PER THE UNIFORM MECHANICAL CODE. 23. - ALL VENEERED WALLS TO COMPLY WITH FASTENING REQUIREMENTS PER THE INTERNATIONAL BUILDING CODE. DRAFTSTOP IN ATTIC ON ROOF 24. - ALL SLEEPING AREAS SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. PLANS 25. - ALL INTERIOR WALLS AND PERMANENT PARTITIONS SHALL COMPLY WITH INTERNATIONAL BLDG. CODE LATERAL LOAD REQUIREMENTS AND THEY MAY BE SUBJECT TO BUT NOT LESS THAN 5 POUNDS PER SQUARE FOOT. 26. - INSTALL ROOF DECKING WITH "H" CLIPS AS MANUFACTURED BY SIMPSON STRONG -TIE CONNECTIONS. (OR EQUAL) 27. - 1/2" GLASS MAT BACKER BOARD SHALL BE INSTALLED ON ALL SIDES OF BATHTUBS, FLOOR TO CEILING 28. - EACH UNIT TO FURNISHED WITH A PORTABLE FIRE EXTINGUISHER PER NFPA 10. 29. - THE INTEGRITY OF ALL FIRE RATED ASSEMBLIES SHALL BE MAINTAINED AT ANY THROUGH OR MEMBRANE PENETRATIONS. 30. - IF WATER CLOSETS ARE LOCATED ON THE CENTER OF THE FLOOR TRUSSES, CONTACT ARCHITECT TO RESOLVE ANY A.D.A. OR FAIR HOUSING ACT ISSUES 31. - G.C. TO EXTEND THE DOWNSPOUTS A MINIMUM OF 5-0" BEYOND FOUNDATION OR TIE INTO THE STORM SEWER SYSTEM. 32. - G.C. TO SLOPE GRADE AWAY FROM THE FOUNDATION A MINIMUM OF 6" FOR THE FIRST 10'-0" FROM THE FOUNDATION. VICINITY MAP N.T.S. Mu NO `SotF�°.: Copyright 2012 TED TROUT ARCHITECT AND A330CIATM LTD. draw'drawiliv and specifications as tntraments of service and WmH remam the of the Architect. They are not to be used ono r projects or e=teDOI= to this project except by agreement in Brit' and mth appmpnate compensation Eo the Architect 05292013 CLIENT: PROJECT NAME: PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS 6"""'_ L-:.�s. tr3 ,� ;�..lc. �.�±.�...,.....s.s�._..rs�a'ss �-a�S•�� `iL r�z ..„s,'".�,.`--. fs"e UL No. L521 - FLR./CLG. ASSEMBLY- 01-111.► &7 &7 " UL No. L528 - FLR./CLG. ASSEMBLY- (11-111.) UL No. P531 CEILING ASSEMBLY BUILDING CODE DATA --- - sv� -- ------- .1 1, � ,, - ... —.1 .1.1. 1 Design No. L521 Unrestrained Assembly Rating — 1 Hr. Finish Rating — 25 min. (see items 3 and 3A) 1. Flooring System The finish flooring may consist of any one of the following systems: System No.1 Finish Flooring Nom 1 by 4 in. T&G; laid perpendicular to trusses; or 15/32 in. thick wood structural panels , min grade "Underlayment" or "Single -Floor" . Long dimensions of panel (strength axis) or face grain of plywood to be perpendicular to trusses with joints staggered.Vapor Barrier (Optional) -- Commercial asphalt saturated felt, 0.030 in. thick.Subflooring 23/32 in. thick wood structural panels. Installed perpendicular to trusses with end joints staggered 4 ft. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6d ringed shank nails. Nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. System No. 2 Finish Flooring -- Floor Topping Mixture* 6.8 gal of water to 80 lbs of floor topping mixture to 1.9 cu ft of sand. Compressive strength to be 1100 psi min. Thickness to be 3/4 in. min. HACKER INDUSTRIES INC -- Firm -Fill, Firm -Fill 2010, Firm -Fill High Strength, Gyp -Span Radiant. Subflooring 23/32 in. thick wood structural panels. Installed perpendicular to trusses with end joints staggered 4 ft. Plywood or panels secured to trusses with construction adhesive and No. 6d ringed shank nails. Nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. System No. 3 Finish Floor -- Mineral and Fiber board*, sizes ranging from 3 ft by 4 ft to 8 ft by 12 ft, by min 1/2 in. thick. All joints to be staggered a min of 12 in. OC with adjacent sub -floor joints. HOMASOTE CO -- Type 440-32 Mineral and Fiber Board Sub -flooring -- 1 in. by 6 in. T & G fastened diagonally to joists; or 15/32 in. thick plywood or 7/16 in. thick oriented strand board (OSB) wood structural panels , min grade "C-D" or "Sheathing" . Face grain of plywood or strength axis of panel to be perpendicular to joists with joints staggered. System No. 4 Finish Flooring -- Floor Topping Mixture* -- 10 to 13 gal of water to 1701bs of floor topping mixture to 595 lbs of sand, Compressive strength 900 psi min, thickness to be 3/4 in. min. ORTECRETE CORP -- Type II. Subflooring — 23/32 in. thick wood structural panels, min grade "underlayment" or "single floor". Face grain of plywood or strength axis of panels installed perpendicular to trusses with end joints staggered 4ft. Panels secured to trusses with constructiion adhesive and No. 6d ringed shank nails. Nails spaced 12 in. OC along each truss. Staples have equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. System No. 5 Finish Flooring -- Floor Topping Mixture* — 8 gal max of water to 80 lbs of floor topping mixture to 220 lbs max of sand. Compressive strength to be 1500 psi min. Thickness to be 3/4 in. min. UNITED STATES GYPSUM CO -- Levelrock 2500, Levelrock RH Vapor Barrier — (Optional) -- Commercial asphalt saturated felt, 0.030 in. thick. Subflooring — 23/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to joists with joints staggered. Floor Mat Materials* (Optional) -- Floor mat material nom 0.4 in. thick loose laid over the subfloor. Floor topping thickness a min 1 in. over the floor mat. UNITED STATES GYPSUM CO -- Type USG Sound Mat System No. 6 Finish Flooring -- Floor Topping Mixture* — 8 gal max of water to 100 lbs of floor topping mixture to 275 lbs max of sand. Compressive strength to be 2100 psi min. Thickness to be 1/2 in. min. UNITED STATES GYPSUM CO -- Levelrock 3500 Vapor Barrier — (Optional) -- Commercial asphalt saturated felt, 0.030 in. thick. Floor Mat Materials* (Optional) -- Floor mat material nom 0.4 in. thick loose laid over the subfloor. Floor topping thickness a min 1 in. over the floor mat. UNITED STATES GYPSUM CO -- Type USG Sound Mat Subflooring — 23/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to joists with joints staggered. System No. 7 Finish Flooring -- Floor Topping Mixture* — 8 gal max of water to 100 lbs of floor topping mixture to 2751bs max of sand. Compressive strength to be 3000 psi min. Thickness to be 1/2 in. min. UNITED STATES GYPSUM CO -- Levelrock 4500, Levelrock RH Vapor Barrier — (Optional) -- Commercial asphalt saturated felt, 0.030 in. thick. Subflooring — 23/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to joists with joints staggered. Floor Mat Materials* (Dptional) -- Floor mat material nom 0.4 in. thick loose laid over the subfloor. Floor topping thickness a n tin 1 in. over the floor mat. UNITED S1 ATES GYPSUM CO -- Type USG Sound Mat System No. h Finish Flooring -- Floor Topping Mixture* — 3.5 gal max of water to 100 lbs of floor topping mixture to 100 lbs max of washed silica sand. Compressive strength to be 3000 psi min. Thickness to be 3/4 in. min. UNITED STATES GYPSUM CO -- Levelrock SLC Vapor Barrier — (Optional) -- Commercial asphalt saturated felt, 0.030 in. thick. Subflooring — 23/32 in. thick wood structural panels, min grade "C-D" or "Sheathing". Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to joists with joints staggered. Floor Mat Materials* (Optional) -- Floor mat material nom 0.4 in. thick loose laid over the subfloor. Floor topping thickness a min 1 in. over the floor mat. UNITED STATES GYPSUM CO -- Type USG Sound Mat 2. Trusses Parallel chord trusses, spaced a max of 24 in. OC, fabricated from nom 2 by 4 lumber, with lumber oriented vertically or horizontally. Min truss depth is 18 in. Truss members secured together with min 0.0356 in. thick galv steel plates. Plates have 5/16 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), forming a split tooth type plate. Each tooth has a chisel point on its outside edge. These points are diagonally opposite each other for each pair. The top half of each tooth has a twist for stiffness. The pairs are repeated on approx. 7/8 in. centers with four rows of teeth per inch of plate width. 3. Batts and Blankets* (Optional) -- Glass fiber insulation, max 3-1/2 in. thick, secured to the plywood subflooring with staples spaced 12 in. OC or to the trusses with 0.090 in. diam galv steel wires spaced 12 in. OC. Any glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, having a min density of 0.5 pcf. As an option, the insulation may be fitted in the concealed space, draped over the resilient channels and gypsum wallboard ceiling membrane when the resilient channels and gypsum wallboard attachment is modified as specified in Items 6 and 7. The finished rating has only been determined when the insulation is secured to the decking. 3A. Loose Fill Material* As an alternate to Item 3 when insulation is draped over resilient channels and gypsum wallboard ceiling membrane -- Any loose fill material bearing the UL Classification Marking for Surface Burn :ng Characteristics, having a min density of 0.5 pcf and installed at a max thickness of 3-1/2 in. When used the resilient channel and gypsum wallboard attachment is modified as specified in Items 6 and 7. The finished rating when loose fill material is used has not been determined. 4. Air Duct* Any UL Class 0 or Class 1 flexible air duct installed in accordance with the instructions provided by the damper manufacturer. 5. Ceiling Damper* Maximum nominal area, 324 sq in. Maximum square size, 18 in. by 18 in. Rectangular sizes not to exceed 324 sq in. with a maximum width of 18 in. Maximum damper height is 14 in. Installed in accordance with the manufacturers installation instructions provided with the damper. Maximum damper openings not to exceed 324 sq in. per 100 sq ft of ceiling area. C&S AIR PRODUCTS -- Model RD-521 POTTORFF CO INC -- Model CFD-521. 6. Furring Channels Resilient channels, nom. 1/2 in. deep by 2-3/8 in. wide at the base and 1-3/8 in. wide at the face, formed from 0.620 in. thick gale steel, spaced 16 in. OC, installed perpendicular to trusses. When insulation, Item 3 or 3A , is draped over the resilient channel/gypsum wallboard ceiling membrane, the spacing shall be 12 in. OC. Channels secured to each truss with 1-1/4 in. long Type S steel screws. Channels overlapped 4 in. at splices. Channels oriented opposite at wallboard butt joints (spaced 6 in. OC) as shown in the above illustration. 7. Gypsum Board* Nom 5/8 in. thick, 48 in. wide, installed with long dimension perpendicular to resilient channels with 1 in. long Type S screws spaced 12 in. OC and located a min of 1/2 in. from side joints and 3 in. from the end joints. At end joints, two resilient channels are used, extending a min of 6 in. beyond both ends of the joint. When insulation , Item 3 or 3A, is draped over the resilient channel/gypsum wallboard ceiling membrane, screws shall be installed at 8 in. OC. CANADIAN GYPSUM COMPANY -- Types C, IP-X2, IPC-AR. UNITED STATES GYPSUM CO -- Types C, IP-X2, IPC-AR. USG MEXICO S A DE C V -- Types C, IP-X2, IPC-AR. 8. Finishing System (Not shown) -- Vinyl, dry or premixed joint compound, applied in two coats to joints and screw -heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum wallboard. *Bearing the UL Classification Mark Design No. L528 Unrestrained Assembly Rating — 1 Hr. Finish Rating — 22 min. 6 • • ze o I2" 4 b 6 1 '" �e in 4 1. Flooring systems — the finish flooring may consist of any one of the following systems: System No. 1 Finish Flooring — 4 ft by 8 ft by 23/32 in. thick interior plywood with exterior glue and T&G edges along 8 ft. sides, or nonveneer APA rated Sturd—I—Floor T&G panels per APA specifications PRP-108. Plywood, or nonverneer APA rated panels installed perpendicular to trusses with end joints staggered 4 ft.Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. 6D ringed shank nails. Adhesive applied as 3/8 in. Diam. bead to top chord of trusses and grooved edges of plywood or nonveneer APA rated panels. Nails spaced 12 in. OC along each truss. As an option, lightweight insulating concrete with Perlite or Vermiculite Aggregate* or gypsum concrete, may be cast on the flooring. The min. thickness of insulating concrete shall be 3/4 in. The max. thickness shall be determined by job site conditions. A thin plastic or paper vapor retarder may be placed on plywood prior to pouring the concrete. See Perlite Aggregate (IFFX) and Vermiculite Aggregate (CJZZ). System No. 2 Finish Flooring — Floor Topping Mixture* — 6.8 gal of water to 80 lb. bag of floor topping mixture to 1.9 cu ft of sand. Thickness to be 3/4 in min. Hacker Industries, Inc. — Forta—Fill Types I or 11. Subfloorin% — 23/32 in. thick plywood with exterior glue, min. grade to be standard", conforming with PS 1-66 specifications; or, nonveneer APA Sated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to joists with joints staggered. System No. 3 Finish Flooring — Floor Topping Mixture* — 10 to 13 gal of water to 170 lbs. of floor topping mixture to 595 lbs. of sand. Compressive strength 900 psi min., thickness to be 3/4 in. min. Floor Crete systems, Inc. — Type II. Subflooring — 23/32 in. thick plywood with exterior glue and T&G edges along 8 ft sides; or, nonverneer APA rated Sturd—I—Floor T&G panels per APA specifications PRP-108. Plywood or nonveneer APA rated panels installed perpendicular to trusses with end joints staggered 4 ft. Plywood or nonvemeer APA rated panels secured to trusses with construction adhesive and No. 6d ringed shank nails. Adhesive applied as 3/8 in. diam. bead to top chord of trusses and grooved edges of plywood. Nails spaced 12 in. OC along each truss. System No. 4 Finish Flooring — Floor Topping Mixture* — 8 gal max. of water to 80 lbs. of floor topping mixture to 220 lbs. max. of sand. Compressive strength to be 1000 psi min. Thickness to be 3/4 in. min. Gyp —Crete Corp. —Type GC. United States Gypsum Co. —Type F. Vapor Barrier — (Optional) — Commercial asphalt —saturated felt, 0.030 in. thick. Subflooring — 23/32 in. thick plywood with exterior glue, min. grade to be "Standard", conforming with PS 1-66 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to joists with joints staggered. System No. 5 Finish Flooring — Floor Topping Mixture* — foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix at rate of 1.4 cu ft of preformed foam to 94 lbs. Type I Portland cement and 300 lbs. of sand with 5-1/2 gal of water. Cast density of floor topping mixture 100 plus or minus 5 pcf. Min. compressive strength 1000 psi. Thickness 1-1/2 in. Elastizell Corporation of America — Type FF. Vapor Barrier — (Optional) — Commercial asphalt —saturated felt, 0.030 in. thick. Subflooring 23/32 in. thick plywood with exterior glue, min. grade "C—D" exposure 1 or "C—D" with exterior glue, conforming with PS 1-83 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to joists staggered. System No. 6 Finish Flooring — Floor Topping Mixture* — 7.5 gal of water, 94 lbs. of Type I Portland cement, 335 lbs. sand, 4 fluid oz of Component A, 6 oz Component B and 6 oz of chopped fiberglass fibers. Cast density of floor topping mixture 106 plus or minus 5 pcf. Min. compressive strength 1200 psi. Thickness 3/4 in. min. Southwest Uteweight Concrete Co., Inc.— Type LDI Subflooring — 23/32 in. thick plywood, min. grade "C—D" Exposure 1 or "C—D" with exterior glue conforming with PS 1-83 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain laid perpendicular to joists. System No. 7 Finish Flooring — Floor Topping Mixture* — Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix at rate of 1.2 cu ft of preformed foam to 94 lbs. Type I Portland cement and 300 lbs. of sand with 5-1/2 gal of water. Cast density of floor topping mixture 100 plus or minus 5 pcf. Min. compressive stren th 1000 psi. Thickness 1-1/2 in. The Mearl Corporation Vapor Barrier — (Optional) — Commercial asphalt — saturated felt, 0.030 in. thick. subflooring — 23/32 in. thick plywood with exterior glue, min. grade "C—D" exposure 1 or "C—D" with exterior glue conforming with PS-1-83 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Lone dimension of panels (strength axis) or face grain of plywood to be perpendicular to joists with joints staggered. System No. 8 Finish Flooring — Floor Topping Mixture* — Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix at rate of 1.4 cu ft of preformed foam to 94 lbs. Type I Portland Cement, 62.5 lb. of pea gravel and 312.5 lbs. of sand, with approx. 5.5 gal of water. Cast density of Floor Topping Mixture 100 (— or —) 5 pcf. Min. compressive strength 1000 psi. Thickness 1 in. Ute—Crete, Inc. — Type I Vapor Barrier — (Optional) — Commercial asphalt —saturated felt, 0.030 in. thick. Subflooring — 23/32 in. thick plywood with exterior glue, min. grade "C— D" exposure 1 or "C—D" with exterior glue conforming with PS 1-83 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to joists with joints staggered. System No. 9 Finish Flooring — Floor Topping Mixture* — Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix 94 lbs. cement, 300 lbs. sand, approx. 5.4 gal water, 1.2 cu ft preformed foam, 5 oz Type N fiber and 4 oz Component Z. Cost density of floor topping mixture. 105 (+ or —) 5 pcf min. compressive strength 1200 psi. Min. thickness 3/4 in. Elastizell Corp. of America — Type ZC. Subflooring — 23/32 in. thick plywood, min. grade "C—D" exposure 1 or "C—D" with exterior glue conforming with PS 1-83 specifications; or, nonveneer APA rated sheathing panels per APA specifications PRP-108. Long dimension of panels (strength axis) or face grain of plywood to be perpendicular to the joists ,With joints staggered. *Bearing the UL Classification Marking. Design No. P531 Unrestrained Assembly Rating — 1 Hr. Finish Rating — 25 min. 1. ROOFING SYSTEM* ? ANY UL CLASS A, B OR C ROOFING SYSTEM (TGFU) OR PREPARED ROOF COVERING (TFWZ) ACCEPTABLE FOR USE OVER NOM 15/32 IN. THICK WOOD STRUCTURAL PANELS, MIN. GRADE "C—D" OR "SHEATHING". NOM 15/32 IN. THICK WOOD STRUCTURAL PANELS SECURED TO TRUSSES WITH CONSTRUCTION ADHESIVE AND NO. 6D RINGED SHANK NAILS. NAILS SPACED 12 IN. OC ALONG EACH TRUSS. STAPLES HAVING EQUAL OR GREATER WITHDRAWAL AND LATERAL RESISTANCE STRENGTH MAY BE SUBSTITUTED FOR THE 6D NAILS. 2. TRUSSES ? PITCH OR PARALLEL CHORD TRUSSES, SPACED A MAX OF 24 IN. OC, FABRICATED FROM NOM 2 BY 4 LUMBER, WITH LUMBER ORIENTED VERTICALLY OR HORIZONTALLY. TRUSS MEMBERS SECURED TOGETHER MIN.0.0356 IN. THICK GALV STEEL PLATES. PLATES HAVE 5/16 IN. LONG TEETH PROJECTING PERPENDICULAR TO THE PLANE OF THE PLATE. THE TEETH ARE IN PAIRS FACING EACH OTHER (MADE BY THE SAME PUNCH), FORMING A SPLIT TOOTH TYPE PLATE. EACH TOOTH HAS A CHISEL POINT ON ITS OUTSIDE EDGE. THESE POINTS ARE DIAGONALLY OPPOSITE EACH OTHER FOR EACH PAIR. THE TOP HALF OF EACH TOOTH HAS A TWIST FOR STIFFNESS. THE PAIRS ARE REPEATED ON APPROXIMATELY 7/8 IN. CENTERS WITH FOUR ROWS OF TEETH PER INCH OF PLATE WIDTH. WHERE THE TRUSS INTERSECTS WITH THE INTERIOR FACE OF THE EXTERIOR WALLS, THE MIN TRUSS DEPTH SHALL BE 5-1/4 IN. WITH A MIN ROOF SLOPE OF 3/12 AND A MIN. AREA IN THE PLANE OF THE TRUSS OF 21 SQ/FT. WHERE THE TRUSS INTERSECTS WITH THE INTERIOR FACE OF THE EXTERIOR WALLS, THE MIN TRUSS DEPTH MAY AREUSED ASESHOWN REDUCED N THOE ABOVE ILLUS3 IN. IF THE TRATION BLANKETSATTS AND (ITILLUSTRATION (ALTERNATE INSULATION PLACEMENT) AND ARE FIRMLY PACKED AGAINST THE INTERSECTION OF THE BOTTOM CHORDS AND THE PLYWOOD SHEATHING. 3. BATTS AND BLANKETS* ? (OPTIONAL) —GLASS FIBER INSULATION, SECURED TO THE WOOD STRUCTURAL PANESL WITH STAPLES SPACED 12 IN. OC OR TO THE TRUSSES WITH 0.090 IN. DIAM GALV STEEL WIRES SPACED 12 IN. OC. ANY GLASS FIBER INSULATION BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE BURNING CHARACTERISTICS AND/OR FIRE RESISTANCE, HAVING A MIN DENSITY OF 0.5 PCF. AS AN OPTION, THE INSULATION MAY BE FITTED IN THE CONCEALED SPACE, DRAPED OVER THE RESILIENT CHANNEL/GYPSUM WALLBOARD CEILING MEMBRANE WHEN RESILIENT CHANNELS AND GYPSUM WALLBOARD ATTACHMENT IS MODIFIED AS SPECIFIED IN ITEMS 6 AND 7. THE FINISHED RATING HAS ONLY BEEN DETERMINED WHEN THE INSULATION IS SECURED TO THE DECKING. 3A. LOOSE FILL MATERIAL* ? AS AN ALTERNATE TO ITEM 3 ? ANY THICKNESS OF LOOSE FILL MATERIAL BEARING THE UL CLASSIFICATION MARKING FOR SURFACE BURNING CHARACTERISTICS, HAVING A MIN DENSITY OF 0.5 PCF, FITTED IN THE CONCEALED SPACE, DRAPED OVER THE RESILIENT CHANNEL/GYPSUM WALLBOARD CEILING MEMBRANE WHEN RESILIENT CHANNELS AND GYPSUM WALLBOARD ATTACHMENT IS MODIFIED AS SPECIFIED IN ITEMS 6 AND 7. THE FINISHED RATING WHEN LOOSE FILL MATERIAL IS USED HAS NOT BEEN DETERMINED. 4. AIR DUCT* ? ANY UL CLASS 0 OR CLASS 1 FLEXIBLE AIR DUCT INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE DAMPER MANUFACTURER. 2. Trusses — Parallel chord trusses spaced a max. 24 in. OC fabricated from nom 2 by 4 in lumber with lumber oriented either vertically (2A) or horizontally (28). Truss members secured together with No. 20 MSG gals. steel truss plates. Plates include 5/16 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing each other made from the same punch creating a split tooth type plate. Each tooth has a chisel point on its outside edge, with these points being diagonally opposite from each other for each pair. The top half of each tooth has a twist for stiffness. The pairs are repeated on approx. 7/8 in centers with four rows of teeth per in. of plate width. 3. Furring Channels — Formed of No. 25 MSG galy, steel spaced 24 in. OC perpendicular to trusses. Channels secured to trusses with double strand of No. 18 SWG galv. steel wire spaced 48 in OC Channels spliced with adjacent pieces overlapped 6 in and tied with double strand of No 18 SWG galv. steel wire at each end of overlap. 3A. Resilient Channels — (Not Shown) — As an alternate to Item 3 — Formed from No. 26 MSG galv. steel, spaced 16 in. OC perpendicular to trusses. Channels secured to trusses with Type S, 1-1/4 in. long steel screws spaced 24 in. OC Channels overlapped at splices 4 in. 4. Wallboard, Gypsum* — 5/8 in. thick, 4 ft wide. Sheets of wallboard installed with long dimension perpendicular to furring or resilient channels with 1 in. long wallboard screws spaced 12 in OC and located a min. 1-1/2 in from side and end joints. At end joints, two furring or resilient channels are used which extend a min. of 6 in. beyond both ends of the joint. Canadian Gypsum Co., Ltd. — Type C. Celotex Corp. — Type Canadian Gypsum Co., Ltd. — Type C. Celotex Corp. — Type FRP Domtar Gypsum — Type 5. Georgia—Pacific Corp., Gypsum Div. Type GPFS—C Gold Bond Building Products - Type FSW—G Pabco Gypsum Co. — Type C. Temple Inland Forest Products Corp.— TypPe T. United States Gypsum Co. — type C or IP—x2. 5. Screw, Wallboard — 1 in. long, Type S, 9/64 in. diam., self — drilling and self —tapping, bugle head. 6. Finishing System — (Not Shown) — Paper tape embedded in cementitious compound over joints with edges of compound feathered out and exposed screw heads covered with compound. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum wallboard. BUILDING CODE: INTERNATIONAL BUILDING CODE - 2012 OCCUPANCY: GROUP R-2 - RESIDENTIAL APARTMENTS CONST. TYPE: GROUPS R-2 - SPRINKLED TYPE V-A (NFPA 13R SPRINKLER SYSTEM) - INCLUDING BREEZEWAYS AND BALCONIES HEIGHT 4 AREA: SEE TABLE BELOW BUILDING TYPE DESCRIPTION OCCUPANCY / ALLOWABLE AREA PER FLOOR! ALLOWABLE AREA PER BUILDING ALLOWABLE ACTUAL AREA ACTUAL AREA PER BUILDING ACTUAL STOREYS 4 14EIGHT P.A. 13, CONSTRUCTION STOREYS 4 14EIGWT OF LARGEST FLOOR SPRINKLER TYPE SYSMM BLDG. APARTMENT R-2 / TYPE V-A 12,000 SQ.FT. 36,000 BQ.FT. 4 /10'-0" 8,185 SQ.FT. 32,612 SQ.FT. 4 / 44--I1" YES EXTERIOR BEARING WALLS: 1 HR. (U.L. NO. U305 OR U.L. NO. U356) EXTERIOR NON -BEARING WALLS: 1 MR. W.L. NO. U305 OR U.L. NO. U35(0) INTERIOR BEARING WALLS: 1 HR. (U.L. NO. U305 OR U.L. NO. U340) INTERIOR NON -BEARING WALLS: 1 HR. (U.L. N0. U305) PARTY WALLS: 1 HR. (UL. NO. U341) FLOOR / CEILING ASSEMBLIES AT UNITS: I HR. (U.L. NO. L521) FLOOR / CEILING ASSEMBLIES AT BREEZEWAYS AND BALCONIES: I HR. (U.L. NO. L528) ROOF / CEILING ASSEMBLIES: 1 HR. (U.L. NO. P531) SEE SHT. AO.5 FOR CLARIFICATION 5. DAMPER* ? MAX NOM 20 IN. LONG BY 18 IN. WIDE BY 2-1/8 IN. HIGH, FABRICATED FROM GALVANIZED STEEL. PLENUM BOX MAXIMUM SIZE NOM. 21 IN. LONG BY 18 IN. WIDE BY 16 IN. HIGH FABRICATED FROM EITHER GALAVANIZED STEEL OR CLASSIFIED AIR DUCT MATERIALS BEARING THE UL CLASS 0 OR CLASS 1 RIGID AIR DUCT MATERIAL. INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE MANUFACTURER. MAX DAMPER OPENINGS NOT TO EXCEED 180 SQ IN. PER 100 SQ FT OF CEILING AREA. NAILOR INDUSTRIES INC ? TYPES 0755, 0755A, 0756, 0756D, 0757 , 0757D, 0757FP, 0757DFP, 0758, 0759, 0760, 0761, 0762, CRD5, CRD5D, CRD6, CRD6D, CRD6FP, CRD6DFP. ROYAL METAL PRODUCTS INC ? MODELS 241 FRD, 243FRD, 505RD, 507RD, 509, 556RD, 556RDD, 557RD, 557RDD, 557RDFP, 557RDDFP, 0756, 0756D, 0757 , 0757D, 0757FP, 0757DFP. 5A. DAMPER* ? MAX NOM 9 BY 9 IN. DAMPER WITH AIRZONE FAN INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE MANUFACTURER. MAX HEIGHT OF DAMPER WITH FAN SHALL BE 11 IN. MAX DAMPER OPENINGS NOT TO EXCEED 180 SQ IN. PER 100 SQ FT OF CEILING AREA. PANAMEX GROUP INC ? TYPE 0750HM 6. FURRING CHANNELS ? RESILIENT CHANNELS, NOM. 1/2 IN. DEEP BY 2-3/8 IN. WIDE AT THE BASE AND 1-3/8 IN. WIDE AT THE FACE, FORMED FROM 0.020 IN. THICK GALV STEEL, SPACED 16 IN. OC, INSTALLED PERPENDICULAR TO TRUSSES. WHEN BATT AND BLANKET MATERIAL, ITEM 3, IS DRAPED OVER THE RESILIENT CHANNEL/GYPSUM WALLBOARD CEILING MEMBRANE, THE SPACING SHALL BE 12 IN OC. CHANNELS SECURED TO EACH TRUSS WITH 1-1/4 IN. LONG TYPE S STEEL SCREWS. CHANNELS OVERLAPPED 4 IN. AT SPLICES. CHANNELS ORIENTED OPPOSITE AT WALLBOARD BUTT JOINTS (SPACED 6 IN. OC) AS SHOWN IN THE ABOVE ILLUSTRATION. 7. WALLBOARD, GYPSUM* ? NOM 5/8 IN. THICK, 413 IN. WIDE, INSTALLED WITH LONG DIMENSION PERPENDICULAR TO RESILIENT CHANNELS WITH 1 IN. LONG TYPE S SCREWS SPACED 12 IN. OC AND LOCATED A MIN OF 1/2 IN. FROM SIDE JOINTS AND 3 IN. FROM THE END JOINTS. AT END JOIN S, TWO RESILIENT CHANNELS ARE USED, EXTENDING A MIN OF 6 IN. BEYOND BOTH ENDS OF THE JOINT. WHEN BATT AND BLANKET INSULATION, ITEM 3, IS DRAPED OVER THE RESILIENT CHANNEL/GYPSUM WALLBOARD CEILING MEMBRANE:, SCREWS SHALL BE INSTALLED AT 8 IN. OC. CGC INC ? TYPES C, IP—X2, IPC—AR UNITED STATES GYPSUM CO ? TYPES C, IP—X2, IPC—AR 9. STEEL FRAMING MEMBERS ? A. MAIN RUNNERS ? INSTALLED PERPENDICULAR TO TRUSSES — NOM 12 FT LONG, 15/16 IN. OR 1-1/2 IN. WIDE FACE, SPACED 4 FT OC. MAIN RUNNERS HUNG A MIN OF 2 IN. FROM BOTTOM CHORD OF TRUSSES WITH 12 SWG GALV STEEL WIRE. WIRES LOCATED A MAX OF 48 IN. OC. B. CROSS TEES OR CHANNELS ? NOM 4 FT LONG, 15/16 IN. OR 1-1/2 IN. WIDE FACE OR CROSS CHANNELS, NOM 4 FT LONG, 1-1/2 WIDE FACE, INSTALLED PERPENDICULAR TO THE MAIN RUNNERS, SPAC D 16 IN. OC. ADDITIONAL CROSS TEES OR CHANNELS USED AT 8 IN. FROM EACH SIDE OF BUTTED WALLBOARD END JOINTS. THE CROSS TEES OR CHANNELS MAY BE RIVETED OR SCREW —ATTACHED TO THE WALL ANGLE OR CHANNEL TO FACILITATE THE CEILING INSTALLATION. C. WALL ANGLES OR CHANNELS ? USED TO SUPPORT STEEL FRAMING MEMBER ENDS AND FOR SCREW —ATTACHMENT OF THE GYPSUM WALLBOARD — PAINTED OR GALV STEEL ANGLES WITH 1 IN. LEGS OR CHANNELS WITH 1 IN. LEGS AND 1-9/16 IN. DEEP, ATTACHED TO WALLS AT PERIMETER OF CEILING WITH FASTENERS 16 IN. OC. CGC INC ? TYPE DGL OR RX. USG INTERIORS LLC ? TYPE DGL OR RX. 10. GYPSUM BOARD* ? FOR USE WITH STEEL FRAMING MEMBERS* (ITEM 9) WHEN BATTS AND BLANKETS* (ITEM 3) ARE NOT USED— ONE LAYER OF NOM 5/8 IN. THICK BY 48 IN. WIDE BOARDS, INSTALLED WITH LONG DIMENSION PARALLEL TO THE MAIN RUNNERS. WALLBOARD FASTENED TO EACH CROSS TEE OR CHANNEL WITH FIVE WALLBOARD SCREWS, WITH ONE SCREW LOCATED AT THE MIDSPAN OF THE CROSS TEE OR CHANNEL, ONE SCREW LOCATED 12 IN. FROM AND ON EACH SIDE OF THE CROSS TEE OR CHANNEL MID SPAN AND ONE SCREW LOCATED 1-1/2 IN. FROM EACH WALLBOARD SIDE JOINT. EXCEPT AT WALLBOARD END JOINTS, WALLBOARD SCREWS SHALL BE LOCATED ON ALTERNATING SIDES OF CROSS TEE FLANGE. AT WALLBOARD END JOINTS, WALLBOARD SCREWS SHALL BE LOCATED 1/2 IN. FROM THE JOINT. WALLBOARD FASTENED TO MAIN RUNNERS WITH WALLBOARD SCREWS 1/2 IN. FROM SIDE JOINTS, MIDWAY BETWEEN INTERSECTIONS WITH CROSS TEES OR CHANNELS (16 IN. OC). END JOINTS OF ADJACENT WALLBOARD SHEETS SHALL BE STAGGERED NOT LESS THAN 32 IN. WALLBOARD SHEETS SCREW ATTACHED TO LEG OF WALL ANGLE WITH WALLBOARD SCREWS SPACED 12 IN. OC. JOINTS TREATED AS DESCRIBED IN ITEM 7. FOR USE WITH STEEL FRAMING MEMBERS* (ITEM 9) WHEN BATTS AND BLANKETS* (ITEM 3) ARE USED — RATINGS LIMITED TO 1 HOUR — 5/8 IN. THICK, 4 FT WIDE; INSTALLED WITH LONG DIMENSION PERPENDICULAR TO CROSS TEES WITH SIDE JOINTS CENTERED ALONG MAIN RUNNERS AND END JOINTS CENTERED ALONG CROSS TEES. FASTENED TO CROSS TEES WITH 1 IN. LONG STEEL WALLBOARD SCREWS SPACED 8 IN. OC IN THE FIELD AND 8 IN. OC ALONG END JOINTS. FASTENED TO MAIN RUNNERS WITH 1 IN. LONG WALLBOARD SCREWS SPACED MIDWAY BETWEEN CROSS TEES. SCREWS ALONG SIDES AND ENDS OF BOARDS SPACED 3/8 TO 1/2 IN. FROM BOARD EDGE. END JOINTS OF THE SHEETS SHALL BE STAGGERED WITH SPACING BETWEEN JOINTS ON ADJACENT BOARDS NOT LESS THAN 4 FT OC. CGC INC ? TYPES C, IP—X2, IPC—AR. UNITED STATES GYPSUM CO ? TYPES C, IP—X2, IPC-AR. USG MEXICO S A DE C V ? TYPES C, IP—X2, IPC—AR. *BEARING THE UL CLASSIFICATION MARK Copyright® 2012 TED TROUT ARCMTECT AND ASSOCIs'1'ES, LTD. drawings and specifications as bstru a of service and shall ream the prope of the Architect. They are not to be used ono er projects or extensions to this project except by agreement in grit' and tnth appropriate compensation �o the Architect v�•. �4 p. 7R0 •. �'••. 7756 05.29.2013 CLIENT: PROJECT NAME NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TDCAS i �� ij 3 NiMi YE 3 S 1X IHMN.10 INS €'- 11_112 1 $ zr€-i, . �; rf3t it -�s s ..r .._ �.. N.�3_..:a Design No. U305 (Bearing Wall Rating — 1 Hr.) Finish Rating — See Items 3, 3A, 3D, 3E, 3F, 3G, 3H and 31. STC Ratina — 56 (See Item 9) 1. Wood Studs — Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped. 2. Joints and Nail —Heads — Joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. Nailheads exposed or covered with joint compound. 3. Gypsum Board* — 5/8 in. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in widths other than 48 in., gypsum panels are to be installed horizontally. For an alternate method of attachment of gypsum panels, refer to Item 6, 6A or 6B, Steel Framing Members*. When Item 6, Steel Framing Members*, is used, gypsum panels attached to furring channels with 1 in. long Type S bugle —head steel screws spaced 12 in. OC. When Item 6A, Steel Framing Members*, is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle —head steel screws spaced 12 in. OC. Face layer attached to furring channels with 1-5/8 in. long Type S bugle —head steel screws spaced 12 in. OC. All joints in face layers staggered with joints in base layers. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 6B, Steel Framing Members*, is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle —head steel screws spaced 12 in. OC. Face layer attached to furring channels with 1-5/8 in. long Type S bugle —head steel screws spaced 12 in. OC. All joints in face layer staggered with joints in base layer a minimum of 16 in. Joints oriented vertically and base layer staggered on opposite sides of the assembly. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 7, resilient channels are used, 5/8 in. thick, 4 ft wide gypsum panels applied vertically. Screw attached furring channels with 1 in. long, self —drilling, self —tapping Type S or S-12 steel screws spaced 8 in. OC, vertical joints located midway between studs. AMERICAN GYPSUM CO — Types AGX-1 (finish rating 23 min.), Type AGX•-11 (finish rating 26 min) or Type AG—C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1 (finish rating 24 min). CERTAINTEED GYPSUM INC — Type 1, Type SF3 (finish rating 20 min) or FRPC, ProRoc Type C or ProRoc Type X (finish rating 26 min), Type EGRG or GlasRoc (finish rating 23 min) CERTAINTEED GYPSUM CANADA INC — ProRoc Type C, ProRoc Type X or ProRoc Type Abuse —Resistant (finish rating 26 min) CANADIAN GYPSUM COMPANY — Type AR (finish rating 24 min), Type C (finish rating 24 min), Type FCV (finish rating 24 min), Type IP—AR (finish rating 24 min), Type IPC—AR (finish rating 24 min), Type IP—X1 (finish rating 24 min), Type IP—X2 (finish rating 24 min), Type SCX (finish rating 24 min), Type SHX (finish rating 24 min), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min). GEORGIA—PACIFIC GYPSUM L L C — Type 5 (finish rating 26 min), Type 6 (finish rating 23 min), Type 9 (finish rating 26 min), Type C (finish rating 26 min), Type DGG (finish rating 20 min), Type GPFS1 (finish rating 20 min), Type GPFS2 (finish rating 20 min), Type GPFS6 (finish rating 26 min), Type DS, Type DAP, Type DD (finish rating 20 min), DA, DAPC . LAFARGE NORTH AMERICA INC — Type LGFC2 (finish rating 20 min), Type LGFC3 (finish rating 20 min), Type LGFC6 (finish rating 26 min), Type LGFC—C (finish rating 20 min), Type LGFC6A (finish rating 34 min), Type LGFC2A, Type LGFC—C/A, Type LGFC—WD. NATIONAL GYPSUM CO — Type FSK (finish rating 20 min), Type FSK—G (finish rating 20 min), Type FSW (finish rating 20 min), Type FSW-2 (finish rating 24 min), Type FSW-3 (finish rating 20 min), Type FSW-5 (finish rating 22 min), Type FSW—G (finish rating 20 min), Type FSK—C (finish rating 20 min), Type FSW—C (finish rating 20 min), Type FSMR—C, Type FSW-6 (finish rating 20 min). PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types C, PG-2 (finish rating 20 min), PG-3 (finish rating 20 min), Types PG-3W, PG-5W (finish rating 20 min), Type PG-4 (finish ratirg 20 min), Type PG-6 (finish rating 23 min), Types PG-3WS, PG-5WS (finish rating 20 min), Types PG-5, PG-9 (finish rating 26 min), PG-11 or Type PG—C. PANEL REY S A — Type PRX. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX-1 (finish rating 26 min) TEMPLE —INLAND — Type X, Veneer Plaster Base — Type X, Water Rated — Type X, Sheathing — Type X, Soffit — Type X. UNITED STATES GYPSUM CO — Type AR (finish rating 24 min), Type SCX (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP—X1 (finish rating 24 min), Type FCV (finish rating 24 min), Type IP—X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type FRX—G (finish rating 29 min), Type IP—AR (finish rating 24 min), Type IPC—AR (finish rating 24 min). USG MEXICO S A DE C V — Type AR (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP—X1 (finish rating 24 min), Type FCV (finish rating 24 min), Type IP—X2 (finish rating 24 min), Type SHX (finish rating 24 min), SCX (finish rating 24 min), Type IP—AR (finish rating 24 min), Type IPC—AR (finish rating 24 min). 3A. Gypsum Board* — (As an alternate to Item 3) — 5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. AMERICAN GYPSUM CO — Types AGX-1 (finish rating 25 min.), Type AG—C (finish rating 25 min.). CANADIAN GYPSUM COMPANY — Type AR (finish rating 24 min), Type C (finish rating 24 min), Type FCV (finish rating 24 min) , Type IP—AR (finish rating 24 min), Type IPC—AR (finish rating 24 min), Type IP—X1 (finish rating 24 min), Type IP—X2 (finish rating 24 min), Type SCX (finish rating 24 min), Type SHX (finish rating 24 min), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min). UNITED STATES GYPSUM CO — Type AR (finish rating 24 min), Type SCX (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP—X1 (finish rating 24 min), Type FCV (finish rating 24 min), Type IP—X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type FRX—G (finish rating 24 min), Type IP—AR (finish rating 24 min), Type IPC—AR (finish rating 24 min). USG MEXICO S A DE C V — Type AR (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP—X1 (finish rating 24 min), Type FCV (finish rating 24 min), Type IP—X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type SCX, Type IP—AR (finish rating 24 min), Type IPC—AR (finish rating 24 min). 3B. Gypsum Board* — (As an alternate to Item 3) — Nom 3/4 in. thick, installed with 1-7/8 in. long cement coated nails as described in Item 3 or 1-3/8 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. CANADIAN GYPSUM COMPANY — Types AR, IP—AR. UNITED STATES GYPSUM CO — Types AR, IP—AR. USG MEXICO S A DE C V — Types AR, IP—AR. 3C. Gypsum Board* — (As an alternate to Items 3, 3A and 313) — 5/8 in. thick, 2 ft wide, tongue and groove edge, applied horizontally to one side of the assembly. Installed with 1-7/8 in. long cement coated nails as described in Item 3 or 1-1/4 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. Joint covering (Item 2) not required. CANADIAN GYPSUM COMPANY — Type SHX. UNITED STATES GYPSUM CO — Type SHX. USG MEXICO S A DE C V — Type SHX. 3D. Wall and Partition Facings and Accessories* — (As an alternate to Items 3, 3A, 38 and 3C, not shown) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1-5/8 in. long Type S screws spaced 12 in. OC at perimeter of panels and 8 in. OC in the field. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described in Item 5E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed. QUIET SOLUTION INC — Type QuietRock QR-530 (finish rating 23 min). 3E. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, or 3D —not shown) For Direct Application to Studs Only— Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. placed on the face of studs and attached to the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be used in lieu of or in addition to the lead batten strips or optional at other locations. Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1 /2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards underneath screw locations prior to the installation of the screws. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ—L-201f, Grade "C". RAY —BAR ENGINEERING CORP — Type RB—LBG (finish rating 24 min). 3F. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, 3D, and 3E) — 5/8 in. thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last 2 screws 1 and 4 in. from edge of board or nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. Joints and nail heads treated as described in Item 2. TEMPLE —INLAND — GreenGlass Type X (finish rating 23 min). 3G. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, 3D, 3E and 3F) — 5/8 in. glass —mat faced with square edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC around the perimeter and in the field with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. Nails shall be placed 1 inch and 3 inch from horizontal joints and 7 inch OC thereafter. UNITED STATES GYPSUM CO — Type USGX (finish rating 22 min.) 3H. Gypsum Board* — (As an alternate to Items 3 through 3G) — 5/8 in. thick paper surfaced applied vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. TEMPLE —INLAND — Type X ComfortGuard Sound Deadening Gypsum Board (finish rating 27 min). 31. Gypsum Board* — (As an alternate to Items 3) — Not to be used with items 6 or 7. 5/8 in. thick paper surfaced applied vertically only. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. NATIONAL GYPSUM CO SoundBreak XP Type X Gypsum Board 3J. Wall and Partition Facings and Accessories* — (As an alternate to Items 3 through 31, not shown) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically. Panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. Panel joints covered with paper tape and two layers of joint compound. Nailheads covered with two layers of joint compound. QUIET SOLUTION INC — Type QuietRock ES (finish rating 21 min), Type QuietRock QR-527 (finish rating 24 min). 4. Steel Corner Fasteners — (Optional) — For use at wall corners. Channel shaped, 2 in. long by 1 in. high on the back side with two 1 /8 in. wide cleats protruding into the 5/8 in. wide channel, fabricated from 24 gauge galv steel. Fasteners applied only to the end or cut edge (not along tapered edges) of the gypsum board, no greater than 2 in. from corner of gypsum board, max spacing 16 in. OC. Nailed to adjacent stud through tab using one No. 6d cement coated nail per fastener. Corners of wall board shall be nailed to top and bottom plate using No. 6d cement coated nails. 5. Batts and Blankets* — (Optional — Required when Item 6A is used ) Glass fiber or mineral wool insulation. Placed to completely or partially fill the stud cavities. When Item 6A is used, glass fiber or mineral wool insulation shall be placed to completely fill the stud cavities and shall be secured to the studs 24 in. OC with staples, nails or screws. CERTAINTEED CORP GUARDIAN FIBERGLASS INC JOHNS MANVILLE INTERNATIONAL INC KNAUF INSULATION GMBH OWENS CORNING HT INC, DIV OF OWENS CORNING — Corning Fiberglas Corp. ROCK WOOL MANUFACTURING CO — Delta Board. ROXUL ASIA SDN BHD — Acoustical Fire Batts ROXUL INC — Acoustical Fire Batts THERMAFIBER INC — Type SAFB. 5A. Fiber, Sprayed* — (Not shown — Not for use with Item 6A ) As an alternate to Batts and Blankets (Item 5) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 Ib/ft3. U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon—FRM (Fire Rated Material) 5B. Fiber, Sprayed* — (Not shown — Not for use with Item 6A ) As an alternate to Batts and Blankets (Item 5) and Item 5A — Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU —WOOL CO INC — Cellulose Insulation 5C. Batts and Blankets* — Required for use with resilient channels, Item 7, 3 in. thick mineral wool batts, placed to fill interior of wall, attached to the 4 in. face of the studs with staples placed 24 in. OC. THERMAFIBER INC — Type SAFB 5D. Glass Fiber Insulation — (As an alternate to Item 5C) — 3 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, placed to fill the interior of the wall, attached to the 4 in. face of the studs with staples placed 24 in. OC. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5E. Batts and Blankets* — (Required for use with Wall and Partition Facings and Accessories, Item 3D) — Glass fiber insulation, nom 3-1/2 in. thick, min. density of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction —fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers. 5F. Fiber, Sprayed* — (Optional, Not Shown — Not for use with Item 6A). As an alternate to Batts and Blankets (Item 5) and Item 5A — Spray applied granulated mineral fiber material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERROCK PRODUCTS L P — Rockwool 6. Steel Framing Members (Optional, Not Shown)* — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self —tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members* — Used to attach furring channels (Item 6a) to studs. Clips spaced 48 in. OC. RSIC-1 clips secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. RSIC—V clips secured to studs with No. 8 x 1-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC — Types RSIC-1, RSIC—V. 6A. Steel Framing Members (Optional, Not Shown)* — Furring channels and Steel Framing Members on one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members* — used to attach furring channels (Item 6Aa) to one side of studs only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax. 6B. Steel Framing Members (Optional, Not Shown)* — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG gals steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gals steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self —tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item. b. Steel Framing Members* — Used to attach furring channels (Item 613a) to studs. Clips spaced 48 in. OC. Genie clips secured to studs with No. 8 x 1-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. PLITEQ INC — Type Genie Clip 7. Furring Channel — Optional — Not Shown — For use on one side of the wall — Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Items 5C or 5D is required. 7A. Steel Framing Members* — Optional — Not Shown — Used as an alternate method to attach resilient channels (Item 7) to one side of studs only. Clips attached at each intersection of the resilient channel and the wood studs (Item 1). Resilient channels are friction fitted into clips, and then clips are secured to the wood stud with min. 1-3/4 in. long diamond shaped point, double lead Phillips head steel screws through the center hole of the clip and the resilient channel flange. KEENE BUILDING PRODUCTS CO INC — Type RC Assurance. 8. Caulking and Sealants — (not shown, optional) A bead of acoustical sealant applied around the partition perimeter for sound control. 9. STC Rating — The STC Rating of the wall assembly is 56 when it is constructed as described by Items 1 through 6, except: A. Item 2, above — Nailheads Shall be covered with joint compound. B. Item 2, above — Joints As described, shall be covered with fiber tape and joint compound. C. Item 5, above — Batts and Blankets* The cavities formed by the studs shall be friction fit with R-19 unfaced fiberglass insulation batts measuring 6-1/4 in. thick and 15-1/4 in. wide. D. Item 6, above — Steel Framing Members* Type RSIC-1 clips shall be used to attach gypsum board to studs on either side of the wall assembly. E. Item 8, above — Caulking and Sealants (not shown) A bead of acoustical sealant shall be applied around the partition perimeter for sound control. F. Steel Corner Fasteners (Item 4), Fiber, Sprayed (Items 5A and 5B ) and Steel Framing Members (Item 6A), not evaluated as alternatives for obtaining STC rating. 10. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1 /2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1 /2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. QUIET SOLUTION INC — Type QuietRock QR-510. 11. Cementitious Backer Units* — (Optional Item Not Shown — For Use On Face Of 1 Hr Systems With All Standard Items Required) — 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. When 4 ft. wide boards are used, horizontal joints need not be backed by framing. NATIONAL GYPSUM CO — Type PermaBase 12. Non —Bearing Wall Partition Intersection — (Optional) —Two nominal 2 by 4 in. studs or nominal 2 by 6 in. studs nailed together with two 3 in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Maximum one non —bearing wall partition intersection per stud cavity. Non —bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. *Bearing the UL Classification Mark 3 FOR, ,7,� Copyright® 2012 TED TROUT ARCHM AND ASSOCC= LTDdminge and specifications ae mstriumb of service and sal remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement m writing and with appropriate compensation to the Architect 05.29.2013 CLIENT: PROJECT NAME NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS a...a..ai:a<,�,z..t- t pl�li4�.1� � Scr�I S UL No. 905 BEARING WALL ASSEMBLY - OR) UL No.U341 - DEMISING WALL ASSY.- (11-111.) UL No®U356 - WALL ASSY, (11-111.) Design No. U905 Bearing Wall Rating - 2hr. Nonbearing Wall Rating - 2hr. �}} 47� 2 @1 �! ) i. lg � ,�� ( 3 �) f I + •�u .nww• rnu'+� L7 `..�'-. �;.1 t ��I4V JYi�c �'. 1. Concrete Blocks* - Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* - (Optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). THE DOW CHEMICAL CO - Type Thermax *Bearing the UL Classification Mark Design No. U341 Bearing Wall Rating - Mr. Finish Rating - Min. 20 Min. 1. Wood Studs - Nom 2 by 4 in., spaced 24 in. OC max. Cross braced at mid -height and effectively firestopped at top and bottom of wall. No min. air space between stud rows except to accommodate attachment of sheathing, where required. See items 4 and 5. 2. Gypsum Board* - 5/8 in. thick 4 ft wide. Wallboard or lath applied horizontally or vertically and nailed to studs and bearing plates 7 in. OC with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam and 1 /4 in. diam head. As an alternate, No. 6 bugle head drywall screws, 1-7/8 in. long, may be substituted for the 6d cement coated nails. When Steel Framing Members* (Item 6) are used, wallboard attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. When used in widths other than 48 in., gypsum board to be installed horizontally. See Gypsum Board* (CKNX) category for names of Classified companies. 2A. Wall and Partition Facings and Accessories* - (As an alternate to Item 2, not shown) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1-5/8 in. long' Type S screws spaced 12 in. OC at perimeter of panels and 8 in. OC in the field. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described in Item 5C. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed. QUIET SOLUTION INC - Type QuietRock QR-530 (finish rating 23 min). 2B. Gypsum Board* - (As an alternate to Item 2, not shown) - Any 5/8 in. thick gypsum panels supplied by the Classified Companies listed below shown Gypsum Board* (CKNX) category. Applied horizontally or vertically and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths other than 48 in., gypsum board to be installed horizontally. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO USG MEXICO S A DE C V 2C. Gypsum Board* - (As an alternate to Item 2, not shown) - 5/8 in. thick gypsum panels applied horizontally or vertically and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths other than 48 in., gypsum board to be installed horizontally. AMERICAN GYPSUM CO - Types AGX-1, AG-C BPB AMERICA INC - ProRoc Type C or ProRoc Type X BPB CANADA INC - ProRoc Type C or ProRoc Type X 3. Joints and Nailheads - Wallboard joints of outer layer covered with tape and joint compound. Nail heads of outer layer covered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. 4. Sheathing - (Optional) - Septum may be sheathed with min 7/16 in. thick wood structural panels min grade "C-D" or "Sheathing" or min 1/2 in. thick Mineral and Fiber Boards*. See Mineral and Fiber Boards (CERZ) category for names of Classified companies. 5. Batts and Blankets* - 3-1/2 in. max thickness glass or mineral fiber batt insulation. Optional when sheathing (Item 4) is used on both halves of wall. See Batts and Blankets (BZJZ) category for list of Classified companies. 5A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) - Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 Ib/ft3. U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 5B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) and Item 5A when Sheathing (Item 4) is used on both halves of wall - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC - Cellulose Insulation 5C. Batts and Blankets* - (Required for use with Wall and Partition Facings and Accessories, Item 2A. Use of Sheathing, Item 4, does not nullify requirement of Item 5C for use with Item 2A) - Glass fiber insulation, nom 3-1/2 in. thick, min. density of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction -fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers. 6 Steel Framing Members (Optional, Not Shown)* - Furring channels and Steel Framing Members as described below: A. Furring Channels - Formed of No. 25 MSG galy steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Wallboard attached to furring channels as described in Item 2. B. Steel Framing Members* - Used to attach furring channels (Item a) to studs (Item 1) . Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC - Type RSIC-1. 7. Wall and Partition Facings and Accessories* - (Optional, Not shown) - Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. QUIET SOLUTION INC - Type QuietRock QR-510. *Bearing the UL Classification Mark Design No. U356 (Exposed to Fire on Interior Face Only) E3earing Wall Rating - 1 Hr Finish Rating - 23 Min 1. Wood Studs -- Nom 2 by 4 in. spaced 16 in. OC with two 2 by 4 in. top and one 2 by 4 in. bottom plates. Studs laterally -braced by wood structural panel sheathing (Item 5) and effectively fire stopped at top and bottom of wall. 2. Gypsum Board* -- Any Classified 5/8 in. thick, 4 ft wide, applied vertically and nailed to studs and bearing plates 7 in. OC with 6d cement -coated nails, 1-7/8 in. long with 1/4 in. diam head. See Gypsum Board (CKNX) Category for names of Classified Companies. 3. Joints and Nailheads -- (Not Shown) -- Wallboard joints covered with tape and joint compound. Nail heads covered with joint compound. 4. Batts and Blankets* -- Mineral fiber or glass fiber insulation, 3-1/2 in. thick, pressure fit to fill wall cavities between studs and plates. Mineral fiber insulation to be unfaced and to have a min density of 3 pcf. Glass fiber insulation to be faced with alumium foil or kraft paper and to have a min density of 0.9 pcf (min R-13 thermal insulation rating). See Batts and Blankets (BKNV) Category in the Building Materials Directory and Batts and Blankets (BZJZ) Category in the Fire Resistance Directory for names of Classified Companies. 4A. Fiber, Sprayed* -- As an alternate to Batts and Blankets (Item 4) -- Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib/ft3. U S GREENFIBER L L C -- Cocoon stabilized cellulose insulation. 5. Wood Structural Panel Sheathing -- Min 7/16 in. thick, 4 ft wide wood structural panels, min grade "C-D" or "Sheathing" . Installed with long dimension of sheet (strength axis) or face grain of plywood parallel with or perpendicular to studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4 in. wood blocking. Attached to studs on exterior side of wall with 6d cement coated box nails spaced 6 in. OC at perimeter of panels and 12 in. OC along interior studs. 6. Exterior Facings -- Installed in accordance with the manufacturer's installation instructions. One of the following exterior facings is to be applied over the sheathing: A. Vinyl Siding -- Molded Plastic* -- Contoured rigid vinyl siding having a flame spread value of 20 or less. See Molded Plastic (BTAT) category in the Building Materials Directory for names of manufacturers. B. Particle Board Siding -- Hardboard exterior sidings including patterned panel or lap siding. C. Wood Structural Panel or Lap Siding -- APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces and structural wood core, per PS 1 or APA Standard PRP-108, including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. D. Cementitious Stucco -- Portland cement or synthetic stucco systems with self -furring metal lath or adhesive base coat. Thickness from 3/8 to 3/4 in., depending on system. E. Brick Veneer -- Any type on nom 4 in. wide brick veneer. When brick veneer is used, the rating is applicable with exposure on either face. Brick veneer fastened with corrugated metal wall ties attached over sheathing to wood studs with 8d nail per tie: ties spaced not more than each sixth course of brick and max 32 in. OC horizontally. One in. air space provided between brick veneer and sheathing. F. Exterior Insulation and Finish System (EIFS) -- Nom 1 in. Foamed Plastic* insulation bearing the UL Classification Marking, attached over sheathing and finished with coating system, or Portland cement or synthetic stucco systems, in accordance with manufacturer's instructions. See Foamed Plastic (BRY)( and CCVW) categories for names of Classified companies. G. Siding -- Aluminum or steel siding attached over sheathing to studs. H. Fiber -Cement Siding -- Fiber -cement exterior sidings including smooth and patterned panel or lap siding. *Bearing the UL Classification Mark Copyright® 2012 TED TROUT ARCHITECT AND 9S50ClATS4, LTD. i1mvins end %mifintioia ae mstroments of service and e3sIl rem the property of the Architect They are not to be used on other projects or extension to this project except by agreement in wri ' and with aPProP� compensation the Arobiteck 05.29.2013 CUENT: PROJECT NAME PROJECT LOC"ON: TAUBER ROAD COLLEGE STATION, TEXAS d gg S 5 �E _ , �5 _ �E1•3 k MEN E f RY R 3 'c 3'-�-E:,a;..:,E:� UL No. 147 FIRESTOP CONFIGURATION W')= N I� -FYI System No. 147 F Ratings — 1 and 2 Hr. (See Item 4) T Ratings — 0, 1, 1-1/2 and 2 Hr. (See Item 4) FIRESTOP CONFIGURATION A SECTION A —A FIRESTOP CONFIGURATION B SECTION B-B FIRESTOP CONFIGURATION C SECTION C—C FIRESTOP CONFIGURATION D SECTION D—D 1. Wall Assembly — The 1 or 2 hr. fire —rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nominal 2 by 4 in.lumber spaced 16 in. OC with nominal 2 by 4 in. lumber end plates and cross braces. Steel studs to be minimum 3-5/8 in. wide by 1-3/8 in deep channels with nominal 1/4 in. folded —back return on flange edges, formed from minimum 0.025 in. thick (No. 25 gauge) galvanized steel. Steel studs cut 3/4 in. less in length than assembly height with ends nesting in and secured to channel —shaped galv. steel floor and ceiling tracks with 1/2 in. long Type S12 selfdrilling, self tapping steel screws on both sides of studs or by welded or bolted connections designed in accordance with AISI specifications. Steel stud spacing not to exceed 24 in. OC. B. Wallboard, Gypsum* — 5/8 in. thick, 4 ft. wide with square or tapered edges. Any gypsum wallboard bearing the UL Classification marking as to Fire Resistance. Wallboard installed vertically on both sides of stud framing with joints centered over studs and with joints on opposite sides of wall staggered one stud. For 1 hr. fire —rated wall assembly, a single layer of gypsum wall board is required. For 2 hr. fire —rated wall assembly, two layers of gypsum wallboard is required with outer layer joints staggered one stud from inner layer joints. See Wallboard, Gypsum (CKNX) category in UL Fire Resistance Directory for names of manufacturers. C. Fasteners — When wood stud framing is employed for 1 hr. fire —rated wall assembly, gypsum wallboard attached to studs with 1-7/8 in. long 6d cement coated nails spaced 7 in. OC at joint edges and in the field. When wood stud framing is employed for 2 hr. firerated wall assembly, inner layer of gypsum wallboard attached to studs with 1-7/8 in. long .6d cement coated nails spaced 6 to 8 in. OC at joint edges and in the field. Outer layer of gypsum wallboard attached to studs with 2-3/8 in. long 8d cement —coated nails spaced 6 to 8 in. OC at joint edges and in the field. When steel channel stud framing is employed for 1 hr. fire —rated wall assembly, gypsum wallboard attached to studs with 1 in. long Type S self —drilling, self —tapping bugle head steel screws spaced 8 in. OC at joint edges and 8 to 12 in OC in the field. When steel channel stud framing is employed for 2 hr fire — rated wall assembly, inner layer of gypsum wallboard attached to studs with 1 in. long Type S self —drilling, selftapping bugle —head steel screws spaced max. 12 in. OC at joint edges and in the field. Outer layer of gypsum wallboard attached to studs with 1-5/8 in. long Type S self —drilling, self —tapping bugle —head steel screws spaced max. 12 in. OC at joint edges and in the field. D. Joint Tape and Compound — (Not Shown) — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw or nail heads of outer layer of gypsum wallboard. Perforated paper tape, 2 in. wide, embedded in first layer of compound over all joints of outer layer of gypsum wallboard. 2. Steel Pipe or Conduit — Nom 12 in. in diam. (or smaller) Schedule 10S (or heavier) steel pipe, nom 6 in, diam. (or smaller) rigid steel conduit, nom 4 in. diam. (or smaller) steel EMT conduit or nom 1 in. diam. (or smaller) flexible steel conduit. Steel pipes or conduits larger than nom 4in. diam. may only be used in walls constructed using steel channel studs. A max. of one pipe or conduit is permitted in the firestop :system. Pipe or conduit to be installed near center of stud cavity width and to be rigidly supported on both sides of wall assembly. Copyright@ 2012 TED TOUT AHCE TECT AND ASSOCIATES, LTD. diaminp and specifications as mstriiiients of service and shaU remain the the Architect. They are not to be used polnwolirof projects or extensions to this ]roject exceet by agreement in eri ' and with appropriate compensation the Architect 3. Pipe Covering* — (Optional) — Nom 1 or 2 in. thick hollow cylindrical heavy density (min. 3.5 pfc) glass fiber units jacketed on the �, •.. 7756 . '•py outside with foil scrim—kraft. Longitudinal joints sealed with metal T�'OP• fasteners or factory applied SSL. Transverse joint sealed with metal fasteners or with butt strip tape supplied with the product. See Pipe and Equipment Coverings — Materials (BRGU) category in Building Materials 05.29.2013 Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification marking with a Flame Spread value of 25 or less and a Smoke developed value of 50 or less may be used. 4. Firestop System — Installed symmetrically on both sides of wall assembly. The hourly F Rating of the firestop system is either 1 or 2 hr. depending upon the hourly fire rating of the wall assembly in which it is installed. The hourly T Ratings for the firestop system are dependent upon the size of the steel pipe or conduit, the absence of presence of pipecovering (Item 3), the firestop configuration and the hourly fire rating of the wall assembly in which it is installed. The firestop configuration (A,B,C or D) is dependent upon the size of the annular space between the steel pipe or conduit (or pipe covering) and the perimeter of the circular throught opening in the gypsum wallboard layers, as tabulated below: Max Pipe Nom Pipe Firestop or Conduit Covering Annular Confi . T Diam. Thkns. Space (a� Rating 1 in. None 0-3/16 in. A 1 or 2h 4 in. None 0-1/4 in. A 0 h 12 in. None 3/16-5 16 in. A Oh 4 in. None 1/4-3/8 in. B Oh 12 in. 1 in. 1/4-3/8 in. B 1 or 1-1 2h. 12 in. 2 in. 1/2-3/4 in. B 1or 1-1 2 h. 4 in. 1 in. 0-3/16 in. C 1 or 2 h. 12 in. None 1-1/4 in. D 0 h. (a) A,B,C and D indicate Firestop Configuration, as described in the following: Firestop Configuration A A. Fill, Void or Cavity Material* — Caulk — Caulk fill material forced into annular space to max. extent possible and with a min. 1/4 in. diam. bead of caulk applied to gerimeter of pipe or conduit at its egress from the wall. Minnesota Mining & Manufacturing Co. — Types CP-25 S/L, CP-25 N/S. Firestop Configuration B A. Fill, Void or Cavity Materials* — Wrap Strip — Nom 1/4 in. thick, intumescent elastomeric material faced on one side with aluminum foil, supplied in 2 in. wode strips. Nom 2 in. wide strip tightly wra ped around steel pipe, steel conduit or pipe covering (foil side out with seam butted. Wrap strip layer securely bound with steel wire or aluminum foil tape and slid into annular space approx. 1-1/4 in. such that approx. 3/4 in. of the wrap strip width protrudes from the wall surface. One layer of wrap strip is required when nom 1 in. thick pipe covering is used. Two layers of wrap strip are required when nom 2 in. thick pipe covering is used. Minnesota Mining & Manufacturing Co. — type FS 195. B. Fill, void or Cavity Materials*, — Caulk — Minimum 1/4 in. diam. continuous bead applied to the wrap strip/wall interface and to the exposed edge of the wrap strip layer approx. 3/4 in. from the wall surface. Minnesota Mining & Manufacturing Co. — Types CP25 S/L, CP-25 N/S. Firestop Configuration C A. Fill, Void or Cavity Materials* — Wrap Strip —Nominal 1/4 in. thick intumescent elastomeric material faced on one side with aluminum foil, supplied in 2 in. wide strips. Nominal 2 in. wide strip, tightly wrapped around pipe covering (foil side out) with seam butted and with edge of wrap strip abutting wall surface. Wrap strip temporarily held in position with aluminum foil tape, steel wire tie or equivalent. Minnesota Mining & Manufacturing Co. — Type FS 195. B. Fill, Void or Cavity Materials* — Caulk — Generous bead of caulk applied to outer perimeter of wrap strip at interface with wall surface. Minnesota Mining & Manufacturing Co. — Types CP25 S/L, CP-25 N/S. C. Steel Collar — Nominal 2 in. deep collar with 1-1/4 in. wide by 2 in. long anchor tabs and minimum 1/4 in. long tabs to retain wrap strip layer. Coils of precut 0.016 in. thick (NO. 30 gauge) galvanized sheet steel available from wrap strip manufacturer. As an alternate, collar may be field —fabricated from minimum 0.016 in. thick (No. 30 gauge) galvanized sheet steel in accordance with instruction sheet supplied by wrap strip manufacturer. Steel collar, with anchor tabs bent outward 90 degrees, wrapped tightly around wrap strip layer with minimum 1 in. overlap at seam. With steel anchor tabs pressed tightly against wall surface, compress collar around wrap strip layer using a minimum 1/2 in. wide by 0.028 in. thick stainless steel band clamp with worm drive tightening mechanism at the collar midheight. Secure collar to gypsum wallboard with 3/16 in. diameter steel toggle bolts (5/8 in. or 1-1/4 in. grip) in conjunction with minimum 1-1/2 in. diameter steel washers. Four toggle bolts required, symmetrically located. As a final step, bend retainer tabs 90 degrees toward pipe covering to lock wrap strip layer in position. Firestop Configuration D A. Steel Sleeve — Cylindrical sleeve fabricated from min. 0.019 in. thick (No. 28 gauge)galy. sheet steel and having a min. 2 in. lap along the longitudinal seam. Length of steel sleeve to be equal to thickness of wall plus 1 in. such that, when installed, the ends of the sleeve will project approx. 1/2 in. beyond the surface of the wall on both sides of the wall assembly. The diam. of the openings cut in the gypsum wallboard layers on each side of the wall assembly (concentric with pipe) to be 2 to 2-1/2 in. larger than outside diam. of pipe such that, when the steel sleeve is installed, a 1 to 1 1/4 in. annular space will be present between the steel sleeve and the pipe around the entire circumference of the pipe. Sleeve installed by coiling the sheet steel to a diam. smaller than the through opening, inserting the coil through the openings and releasing the coil to let it uncoil against the circular cutouts in the gypsum wallboard layers. B. Forming Material — Min. 1 in. thickness of mineralwool batt insulation material tightly friction —fitted into steel sleeve on both sides of the wall assembly as permanent forms. Forming material to be recessed min. 1/2 in. from end of steel sleeve (flush with or recessed into gypsum wallboard surface) on both sides of wall assembly. C. Fill, Void or Cavity Materials* — Caulk — Applied to fill the steel sleeve to a min. depth of 1/2 in. on both sides of wall assembly. A nom 1/4 in. diam. continuous bead of caulk shall be applied around the circumference of the steel sleeve at its egress from the gypsum wallboard layers on both sides of the wall assembly. Minnesota Mining & Mfg. Co. — Type CP-25 N/S. *Bearing the UL Classification Marking CLIENT: PROJECT NAME NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS ` . .......... . . 5 1%x?:E� HANDICAPPED ACCESSIBLE DETAILS FOR APARTMENT UNIT CONVERSION (o" 36" MIN. W/O LAY. 36" MIN. W/ LAY. 1811 18" 4" MIN. W/ LAY H LAVATORY T I I I I � I 4 ---------1 I L LU a 0) o u - I I u arc —Is'� -------� 8" CLR. FLOOR SPACE W/ LAV 60" CLR. FLOOR SPACE W/O LAY. vr PLAN TOILET CRAB BAR DETA IL5 1/211 2 11-011 SIDE HANDICAPPED ACCE5515LE DETA IL5 FOR CLU5H0U5E 4 5ITE 5/8" GYP. BD. ON WOOD STUD CONSTRUCTION 2 X 8 WOOD BLOCKING BETWEEN WOOD STUDS, FROM CORNER TO CORNER TO STUD, PAST MOUNTING POINTS. SCREW TO STUDS, AND SCREW BLOCKING TO BLOCKING. (NOTCH BLOCKING AT STUD LEGS FOR FLUSH INSTALLATION AGAINST GYP. BD.) ANCHOR GRAB BAR TO BLOCKING WITH (2) 2 1/2" P14ILLIP'S HEAD SCREWS 1 1/4" GRAB BAR - BOBRICK B-5806 SERIES NOTE: GRAB BAR INSTALLATION TO SUPPORT 250 POUNDS MINIMUM j GRAB BAR 5ECT ION DETAIL 311 - -11-oll n 3611 .4 ctl LEV 18° THIS SIDE ER TOILET 4 GRAB BARS 12" 42" 14 1/411 ALL PIPES TO BE INSULATED Z ? Q ;- c n Cq 6"MI. " I. 17" MIN. URINAL LAVATORY OR TOILET LAY. COUNTER PARTITION 36" diA— F1FT-1 M � N P" MAX,_ 24" MIN. 24" MAX. z N BATH TUB GRAB BAR PLAN MOUNTED TO BLOCKING IN WALL AS PER FAIR HOUSING ACT REQUIREMENTS (TYP.) 30" bn� SEE DTL. 4/A0.48 6" M M E Cq o Cq Cq 48" MIN. FOOT (CONTROL WALL) BACK WALL HEAD ELEVATION 2 BATHTUB GRAB BAR REINFORCEMENT DETA IL5 1/2" = I'-011 (A) GENERAL. SIGNS AT ALL TOILET ROOMS SHALL COMPLY WITH THIS PARAGRAPH. ELEVATOR CONTROL AND JAMB SIGNAGE SHALL COMPLY WITH THIS PARAGRAPH AND WITH SUBSECTIONS (m) (5) AND (11) OF THIS SECTION. ALL OTHER SIGNAGE THAT PROVIDES EMERGENCY INFORMATION OR GENERAL CIRCULATON DIRECTIONS, OR IDENTIFIES ROOMS AND SPACES SHOULD ALSO COMPLY WITH THIS PARAGRAPH WHERE REASONABLE. (B) CHARACTER PROPORTIONS. LETTERS AND NUMBERS ON SIGNS SHOULD HAVE A WIDTH -TO -HEIGHT RATIO BETWEEN 3:5 AND 1:1 NS REQ'D AND A STROKE WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10, BY T A S UTILIZIN AN U E AS " " G PP R-C E X FOR MEASUREMENT. A.S.I. SIGN SYSTEMS OR (C) COLOR CONTRAST. CHARACTERS AND SYMBOLS SHALL EQUAL p 1ACKGROUND AND COPY CONTRAST WITH THEIR BACKGROUND. LIGHT COLORED CHARACTERS C'i Q TO BE A.S.I. STANDARD ON DARK BACKGROUNDS GENERALLY PROVIDE THE GREATEST Lu W COLORS READABILITY AND ARE PREFERRED. n m (0) TACTILE CHARACTERS AND SYMBOLS. CHARACTERS, SYMBOLS, OR PICTOGRAPHS ON SIGNS REQUIRED TO BE TACTILE, SHALL BE RAISED 1/32 INCH MINIMUM. LETTERS AND NUMBERS SHALL BE SANS SERIF CHARACTERS, SHALL BE AT LEAST 5/8 INCH HIGH, BUT SHOULD BE NO HIGHER THAN TWO INCHES AND SHALL BE PROPORTIONED IN ACCORDANCE WITH SUBPARAGRAPH (B) OF THIS PARAGRAPH. Z 11 NOTE: BRAILLE CHARACTERS SHALL ACCOMPANY STANDARD ALPHABET CHARACTERS AND NUMBERS BUT MAY NOT BE USED EXCLUSIVELY. GRADE 2 BRAILLE CHARACTERS SHALL BE PLACED TO THE LEFT OF STANDARD CHARACTERS. - RAISED BORDERS AROUND RAISED CHARACTERS ARE DISCOURAGED. a, EMPLOYEES ONLY (E) MOUNTING HEIGHT AND LOCATION. TACTILE SIGNAGE USED FOR ROOM IDENTIFICATION SHALL BE MOUNTED ON THE WALL ON THE LATCH (STRIKE) SIDE OF DOORS AT A HEIGHT OF 60 INCHES ABOVE THE FLOOR OR GROUND SURFACE. SEE FIGURE (0. 9" (F) SYMBOLS OF ACCESSIBILITY. IF ACCESSIBLE FACILITIES ARE IDENTIFIED, THEN THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE USED. HANDICAPPED 5IGNAGE HANDICAPPED DOOR 5IGNAGE NONE NONE 2411 MAX. 0 n o o � � s � Nt O WNt Cn *-t N N N Lu co URINAL M IRROR 4 DRINKING FIRE DOOR SCREEN MED. CABINET FOUNTAIN EXTINGUISHER HANDLE CABINET 0 CLOSET CLOSET BROOM ROD SHELF HOLDER 1 n X O V ' v TOILET TISSUE SAN. NAPKIN BABY PAPER TOWER DISP. SOAP SAN. NAPKIN DISPENSER DISPOSAL CHANGER WASTE, AND COMBO DISP. DISPENSER S HANDICAPPED PUBLIC RESTROOM F IXTURE5 4 ACCE550R IE5 LOGAT IONS Jll LIGHT TELEPHONE SWITCH TO TOP THERMOSTAT COAT ELEVATOR ELECTRIC OF SWITCH HOOK BUTTON OUTLET IN "ON" POSITION c3 EQUIPMENT MOUNTING HE IGHT5 1/4" = 1'-0" COUNTER TOPS ARE TO BE 34"h AT SINK AND FOR, A MIN. WIDTH OF 36" FOR A HANDICAPPED WORK AREA. NOTE: COUNTER WILL NEED TO BE 30h AT DISHWASHER. A SHELF MAY BE ADDED FOR HANDICAPPED USE AT 46" A.F.F. MAX. SINKS ARE TO BE A MAX. OF 6 1/2" DEEP. FAUCETS ARE TO BE A.D.A. APPROVED W/ LEVER HANDLES. AT SINKS, LOWER CABINETS ARE TO HAVE DOUBLE DOORS W/ A MINIMUM OPENING OF 32% x 25" A.F.F. WITH NO BASE OR SHELF SO AS TO ALLOW A WHEELCHAIR FRONTAL APPROACH. DRAIN PIPE 4 HOT WATER PIPE ARE TO BE INSULATED. RANGE SHOULD HAVE CONTROLS ON FRONT OR SIDE OF HOTPLATES. MICROWAVE OVENS SHOULD BE ON COUNTER OR MOUNTED UNDER UPPER CABINET TO PERMIT HANDICAPPED USEAGE. 0 1 30" CLEAR I AN SECTION NOTE: REMOVE CABINET ONLY WHEN THERE IS NOT ADEQUATE SPACE FOR A PARALLEL APPROACH. THIS DETAIL ALSO APPLIES TO THE TOILET LAVATORY. INSULATE DISPOSAL W/ OPEN BOTTOM DISPOSAL COVER PIPE PROTECTION t APPEARANCE PANEL. IF NOT USED, WASTE AND WATER PIPES MUST BE INSULATED ADJACENT CABINET, WALL, 4 FLOOR MUST BE FINISHED TO MATCH 3 I KITCHEN 51NK CABINET REMOVAL DETA IL5 1/211 = 1'-0" Nr N �i 12" /7/ O 4 Cn - - X w o o ;n J �Ilc x4 � �� - cc� 03 N Q11 MIN. �r 1 1/211 22 1/2" 2411 �0 ( KITCHEN CAB (NETS, COUNTER5, 4 51NK 1/2" 2 11.011 12" 1. RESERVED PARKING 1211 BRADY NO. 13-959 1SX12 RESERVED PARKING IS x 12 941i5 OR EQUAL W/ REFLECTIVE SHEETING FINISH IN FINISH AND COLOR SIMILAR TO "RESERVED PARKING" " f VAN SIGN ABOVE [ACCESSIBLE "U" SHAPE STEEL POST, - BRADY OR EQUAL HANDICAPPED PARKING 5IGNAGE 3/4" = 1'-0" OPTIONAL HANDICAPPED SHELF CABINET DO ORS OPEN SPOUT SHALL BE WITHIN 6" MAX. OF FRONT AND SHALL DIRECT FLOW PARALLEL TO FRONT FLOW SHALL BE A MINIMUM OF 4" HIGH X �4 E T-6" MIN. CLE CLEAR ACCESS SPACE SIDE ELEVATION OF PLAN AT 51-LEVEL DRINKING FOUNTAIN DRINKING FOUNTAIN 11 DRINKING FOUNTAIN DETA IL5 NONE c= 'fir a 370 i's' j nY 1 _ § fir,..- .-_ �. _ yc�--m—• r ¢�' e ip k e c, Sys MUN Copyright@ 2012 TED TROUT ARCHITECT AND ASWIATE3, LTD. drawhute and speciilcations as metrmIlents of service and shall remain the of the Architect They am not to be used �r projects or extensions to this project except by agreement in writ' and with appropnete compensation to the Architect 05.29.2013 CLIENT: PROJECT NAME NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAVBER ROAD COLLEGE STATION, TEXAS ^'y- 8?� �' i =5� 4 = Yif ifE'�E-} �E-� _ E- �I�F�yY� •Y - 1 W FA0 E 14- R.Pi fl: iNilfil,'MM.q1- F1.WE 3-; 4 1- Copyright® 2012 TED TROUT ARCHITECT AND ASSOCIATE, LTD. drawings and specifications as instruments of service and shadl remain the pro" of the Architect. They are not to be used on other projects or extensions to this project except by agreement m writing and with appropriate compensation to the Architect. 775ro 0 05.292013 CLIENT: PROJECT NAME: PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS Tl-ffln -M- MgMTH M lit :g ---------- M � FE irl CLEAR SPACE AT TOILETS CHAPTER 1, PA T B - USABLE BATHROOMS CLEAR SPACE AT LAVATORIES CLEAR SPACE AT BATHTUBS/SHOWERS diagonal approach many users 33" min. improved if knee can execute a 18" 15" lavatory with space is available forward, a knee space below lavatory perpendicular, below and a limited o- diagonal approach size and position in a 48" X 66" ^_ 11` of base cabinet, # 0 _ clear floor space _ if installed i u--- `Oi0ft perpendicular approach I position u! ------ -� for forward -- approach �� '----� door located here to forward allow full forward' approach' approach 48" min. 48" X 66" Clear Floor Space (with Overlapping; Lavatory) 18" position for a parallel approach ( Inl ii n i 01 Ln ' I perpendicular approach r,_, parallel approach many users can execute a parallel, a perpendicular, 60 min. and a diagonal approach in a' 60" X 56"- clear floor space 60" X 56" Clear Floor Space (with No Overlapping Elements) i N X E rr cli M 17" min. °' m Z Q _ — X c' c ro ' E >= Z E EO G 8" min. — — 6" max. 19" max. 48" ANSI 19.86, Requirements at Knee Space (Guidance for Knee Space in A Bathrooms) bracket - supported 17" min. countertop" lavatory support r brackets x Y it c X E E N. 9" max. clear knee space 48" Knee' Space at Lavatories that Meets the Requirements for B Bathrooms FORWARD APPROACH brackets held away from floor' provide needed maneuvering When a lavatory with vanity, cabinet is adjacent to tub, a person using in a wheelchair must make a perpen- dicular approach to the tub rim to be sufficiently close to operate the controls. The user will have to remove footrests, place feet in tub, and execute a stretch which may be difficult for some people. 0 � i r typical 21 deep lavatory I with vanity cabinet below Q in this location must permit ' clear floor space to be centered on lavatory basin perpendicular approach 60" min. Perpendicular Approach to Bathtub at Vanity Cabinet Permitted in Specification A Bathrooms Only FAIR HOUSING Copyright m 2012 TED TROUT ARCIUTECT AND ASSOCI IM, LTD. drawho and specifications as mshmnents of service and " remain the �y of the Architect. They are not to be used op npotber projects or extensions to this project except by agreement in wri ' and mth appmpnate compensation the Architect 05.29.2013 CLIENT: PROJECT NAME r AL PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS DATE ISSUE 0$.29.2013 ISSUE FOR PERMIT 302 FLOOR OR GROUND SURFACES 302.1 General. Floor and ground surfaces shall be stable, firm, and slip resistant and shall comply with 302. EXCEPTIONS: 1. Within animal containment areas, floor and ground surfaces shall not be required to be stable, firm, and slip resistant. 2. Areas of sport activity shall not be required to comply with 302. 402 ACCESSIBLE ROUTES o4 17= 5 DOO WAY5 AND GAT 5 CONT. Ann DOORS DOORWAYS AND GATES CONT - Y 30 7 CLEAR FLOOR OR GROUND SPACE CONT. 30� PROTRUDING OBJECTS CON I . 402.1 General. Accessible routes shall comply with 402. 3 `1 "€ 404.2.E Doors in Series and Gates in Series. The distance between two hinged or pivoted " Iv 307.3 Post -Mounted Objects. Free-standing objects mounted on posts or pylons shall overhan 402.2 Components. Accessible routes shall consist of one or more of the following components: walking 3 r Y ` '=a 4�,� PF= ' the flared sides es 1220 min minimum lus the width ! ,1,a, I n _ z ss 2 _ �__ _ ._ I circulation paths 12 inches (305 mm) maximum when located 27 inches (685 mm) minimum surfaces with a running slope not steeper than 1:20, doorways, ramps, curb ramps excluding doors in series and gates in series shall be 48 inch ( ) pr _.-..:: �__.._... .. u ,,1, ti �. ... s ...-�.. a elevators, and platform lifts. NI components of an accessible route shall coin with the applicable ► l� I e ; -��u�===�� i and 80 inches (2030 min) maximum above the finish floor or ground. Where a sign or other P p comply pp -- - ' - k` of doors or gates swinging into the space. 1 i=1_ riyrY Y °, requirements of Chapter 4. '� 'I E . I _ I obstruction is mounted between posts or pylons and the clear distance between the posts or i h c ; 1 i r f Inli .- O i t �_� 3 YY,,(,�� F , ti; a lowest ed a of such sin or obstruction shall su ces ust have runnin slo es not stee er than 1:2o see 403.3. i �/ ,1, I - _. I pylons is greater than 12 inches (305 min), th g g Advisory 402 2 Components. Wollung rfa m g p p �r r Y� s IreF11� be I i i8�min ii �; Ili �. ali 1' ; 1= : i - gr Ei i -_-1 be 27 inches 685 min maximum or 80 inches 2030 min minimum above the finish floor o Other components of accessible routes, such as ramps (405) and curb ramps (40s), are permitted to �• I .1 i iy■■� ., j ground. ( ) ( ) ore steeply sloped. i MN i i t _ I ae min ( ; r]� SI.w r .. - -� I _ as min x - ---- e Advisory 302.1 General. A stable surface is one that remains unchanged by contaminants or Ii=I I $$ rrlrn EXCEPTION: The sloping portions of handrails serving stairs and ramps shall not be required to i '--- F applied force, so that when the contaminant or force is removed, the surface returns to its `-_--" '° comply with 307.3. �O3 WALKING SURFACES original condition. A firm surface resists deformation by either indentations or particles -_^- - -, y ar 3'F R ` it z iiiiiiiiliilliiiiiiiliiii� 7 30 min 403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302. (a) �- � ! , 1£ y Si�rh1 moving on its surface. Aslip-resistant surface provides sufficient frictional counterforce to 7ed r mint approacn, pun shoe s { Imp the forces exerted in walking to permit safe ambulation.) (U) `Y 403.3 Slope. The running slope of walking surfaces shall not be steeper than 1:20. The (b1 (a} (bi� �� 1aZ , 1 =y5� 1 _�=1<-1•-'••• ---,• cross slope of walking surfaces shall not be steeper than 1:48. front approach, push side = as. __ •r s"=° %I" ` H, forward Parallel i 403.4 Changes in Level. Changes in level shall comply with 303. t ---"-" " `f'"'- ._ N1_1EE °i = r F 302.2 Carpet. Carpet or carpet file shall be securely attached and shall have a firm r t I� h 11 t -1 imt cushion, pad, or backing or no cushion or pad. Carpet or carpet the shall have a level 403.5 Clearances. Walking surfaces shall provide clearances complying with 403.5. i 'i rF ' .....y r; EXCEPTION: Within employee work areas, clearances on common use circulation paths shall i2 sin ; ; e8 ; x.,,.,'}' loop, textured loop, cut pile, or level cut uncut de texture. Pile height shall be 1 2 Figure 305.5 Position of Clear Floor or Ground Space I r,Fr. �,'r"n CopyrightQ 2012 TO TROUT AffiTF.CT AND P• P P / P 9 / X> 17 h i as inch (13 min) maximum. Exposed edges of carpet shall be fastened to floor surfaces and be permitted to be decreased by work area equipment provided that the decrease is r� I _ ,zoo `� �� essential to the function of the work bein erformed. 3 i�� 305.E Approach. One full unobstructed side of the clear floor or ground space shall adjoin i= iz,n x' »max ,.,. 9 P , msttaments Of service and remain the property of shall have trim on the :ntire length of the exposed edge. Carpet edge trim shall comply I `-- 403.5.1 Clear Width. Except as provided in 403.5.2 and 403.5.3, the clear width of walking:7 ----_ ; 3smar ' X t]te Architect They are not to be used ono r with 303. an accessible route or adjoin another clear floor or ground space. ti x>a2 i �,- surfaces shall be 36 inches (915 min) minimum. I i projects or eutensions to this kn0 except by 305.7 Maneuvering Clearance. Where a clear floor or ground space is located in an alcove i ss, = , agreement m writing and mth appropriate Advisory 302.2 Carpet. Carpets and permanently affixed mats can significantly increase the or otherwise confined on all or part of three sides, additional maneuvering clearance shall - i EXCEPTION: The clear width shall es permitted to be reduced to 32 inches reduced min) ,� -- -- s I (c} compensation to the Architect be provided in accordance with 305.7.1 and 305.7.2. (a) (h} minimum for a length of 24 inches (610 min) maximum provided that reduced width (d) amount of force (roll resistance) needed to propel a wheelchair over a surface. The firmer 305.7.1 Forward Approach. Alcoves shall be 36 inches (915 mm)wide minimum where the segments are separated by segments that are 48 inches (1220 mm) long minimum and 36 (c) hinge approach, pill side Figure 404.2.4.3 Maneuvering Clearances at Recessed Doors and Gates the carpeting and backing, the lower the roll resistance. A pile thickness up to 1/2 inch Figure 307.3 Post -Mounted Protruding Objects inches (915 min) wide minimum. front approach, push side, door depth exceeds 24 inches (610 mm). Figure 305.7.1 Maneuvering Clearance in an Alcove, I pravldedwith both closer and latch 404.2.7 Door and Gate Hardware. Handles, pulls, latches, locks, and other operable parts on (13 mm) (measured to the backing, cushion, or pad) is allowed, although a lower pile Forward Approach 305.7.2 Parallel Approach. Alcoves shall be 60 inches (1525 mm) wide �__-r-----__.---i provides easier wheelchair maneuvering. If a backing, cushion or pad is used, it must be 24 ma 24 Max-----,i i � I doors and gates shall comply with 309.4. Operable parts of such hardware shall be 34 minimum where the depth exceeds 15 inches (380 min). 307.4 Vertical Clearance. Vertical clearance shall be 80 inches (2030 min) high minimum. I_-_-_-__"_--- _= i firm. Preferably, carpet pad should not be used because the soft padding increases roll ._ resistance. Figure Guardrails or other barriers shall be provided where the vertical clearance is less than 80 �'�. � 48min �ta i } ; ��;� � 22min i inches (865 min) minimum and 48 inches (1220 min) maximum above the finish floor or i'M0 ' I �i 1 $; I ground. Where sliding doors are in the fully open position, operating hardware shall be inches (2030 mm) high. The leading edge of such guardrail or barrier shall be located 27 I -; o ; i - a-- 1 exposed and usable from both sides. 1" A %2 max l inches (685 min) maximum above the finish floor or ground. 9 .9r c c i ,o� i - ""' EXCEPTIONS: �' 0 P• rRp'. - f3 • ,. k _ . _ . rtt I EXCEPTION: Door closers and door stops shall be permitted to be 78 inches (1980 mm) m � , E m "E v; i I 1. Existing locks shall be permitted in any location at existing glazed doors without stiles, v ; �t�, minimum above the finish floor or ground. V) m ' � -- ------ existing overhead rolling doors or grilles, and similar existing doors or grilles that are r ' �� e designed with locks that are activated only at the top or bottom rail. . j , hinge approach, pull side (fl 2. Access gates in barrier walls and fences protecting pools, spas, and hot tubs shall be t . o I huge approach, push side permitted to have operable parts of the release of latch on self -latching devices of 54 Figure 302.2 Carpet Pile Height ( I Figure 403.5.1 Clear Width of an Accessible Route inches 1370 min maximum above the finish floor or round provided the self -latching '•• ______r------ ____I devices are not also self-locking devices and operated by means of a key, electronic Q' 302.3 Openings. Openings in floor or ground surfaces shall not allow passage of a sphere I �) 403.5.2 Clear Width at Turn. Where the accessible route makes a 180 degree turn around i _ _ ____ %'�"'• "':�f,� more than 1/2 inch (13 mm) diameter except as allowed in 407.4.3, 409.4.3, 410.4, 36 mill r j' ( ) -i an element which is less than 48 inches 1220 min wide, clear width shall be 42 inches e i i opener, or integral combination lock. 810.5.3 and 810.10. Elongated openings shall be placed so that the long dimension is s1s " m I, (1065 mm) minimum approaching the turn, 48 inches (1220 mm) minimum at the turn � - zzm�, /� to the dominant direction of travel. ( , s m - + -, = N `r za, min perpendicular x I �' s -•j i � *"\ s;a Advisory 404.2.7 Door and Gate Hardware. Door hardware that can be operated with a 05.292013 Figure 305.7.2 Maneuvering Clearance in an Alcove, Forward Approach and 42 inches (1065 min) minimum leaving the turn. �______ s �" FI ,� EXCEPTION: Where the clear width at the turn is 60 inches (1525 min) minimum compliance " - �� - requires tires i simultaneous hand and fingerdatmovemen{s80require greater dexterity rand reoordmation, dortu€tantdrecilonortravei -, ; h -) =' with 403.5.2 shall not be re uired. Fl ure 403.5.2 Clear Width at Tum -L --- -- q 305.7.2 Parallel Approach. Alcoves shall be 60 inches (1525 min) wide minimum where the q 9 I and is not recommended. <�' depth exceeds 15 inches (380 mm). Figure 305.7.2 Maneuvering Clearance in an Alcove, Figure 307.4 Vertical Clearance latch approach, pun side Parallel Approach tg1 404.2.8 Closing Speed. Door and gate closing speed shall comply with 404.2.8. 307.5 Required Clear Width. Protruding objects shall not reduce the clear width required for hinge approach, push side, door Iona dimension perpendictdrFrto I '. accessible routes. - - � - .. .... - _-_ provided with both closer and lath 404.2.8.1 Door Closers and Gate Closers. Door closers and gate closers shall be adjusted r. .�... �. mr .._ _.,. �..�... ., - q so at from me dominant directcn oftr. uel ,, ' MOUSE ':n;` `-,'y.-.--" __ _ C _____ 14> I _ position of 12adeg openposition f romiothe flatc0h degrees, eseconds i minimum. required to movethehe door to a �, c t �2----- i 24 min I E:" ' 1 308 REACI•I RANGES e , I � i ' 404.2.8.2 Spring Hinges. Door and gate spring hinges shall be adjustedthat from the rt I f - _ �_samin i-~._....~... i open position of 70 degrees, the door or gate shall move to the closed position in 1.5 °" ` ' ---��--* seconds minimum. - I - 1 308.2 Forward Reach. - ...__�___� 404.2.9 Door and Gate Opening Force. Fire doors shall have a minimum opening force ------------ door by he doorsate trative The --._-._ 10 e hi h forward reach shall be 48 13 Unobstructed. Where a forward reach is unobstructed, th g 9828 inches (1220 min) maximum and the low forward reach shall be 15 inches (380 min) (? 0) 1. Interior hinged doors and gates: 5 pounds (22.2 N) maximum. I latch approach, pull side, latch approach, push sires 2. Sliding or folding doors: 5 pounds (22.2 N) maximum. Figure 302.3 Elongated Openings in Floor or Ground Surfaces minimum above the finish floor or ground. door pro�videdwith closer These forces do not apply to the force required to retract latch bolts or disengage other CLIENT: v 303 CHANGES IN LEVEL Figure 305.7.2 Maneuvering Clearance in an Alcove, Parallel Approach 42 min 42 ruin 3% rnirt 3;a mirz devices that hold the door or gate in a closed position. 10 aIg 91g i -K _--_---_I__' I 303.1 General. Where changes in level are permitted in floor or ground surfaces, they shall 306 KNEE AND TOE CLEARANCE ram/' � y$ 4a z emirs 1 ;I Advisory 404.2.9 Door and Gate Opening Force. The maximum force pertains to the - comply with 303. / -� i continuous a lication of force necessa to full o en a door, not the initial force needed rxa sr� r PP ry Y P ...., . 306.1 General. Where space beneath an element is included as part of clear floor or %. ,( o (a) +(b) i (_ _ ; to overcome the inertia of the door. It does not apply to the force required to retract EXCEPTIONS: rounds ace or turnip space, the space shall comply with 306. Additional space shall not 1w 2 1 � 1t;o �sgmet"m 9 P 9 P P PY P � �� : u,f� ar w i84degreeitarrl '�"' bolts or .to disengage other devices used to keep the door in a closed position. 1. Animal containment areas shall not be required to comply with 303. be prohibited beneath an element but shall not be considered as part of the clear floor or � € 0 (Ex�pn011) 2. Areas of sport activity shall not be required to comply with 303. ground space or turning space. 404,2.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10 inches (255 Figure 403.5.2 Clear Width of Turn 303.2 Vertical. Changes in level of 1/4 inch (6.4 mm) high maximum shall be permitted to Advisory 306.1 General. Clearances are measured in relation to the usable clear floor space, Ich, push min) of the finish floor or ground measured vertically shall have a smooth surface vertical the be vertical. Figure 303.2 Vertical Change in Level not necessarilyto the vertical support for an element. When determining clearance under an Figure 308.2.1 Unobstructed Forward Reach h=provi edwOhclowr' push side extending the full width it the door or gate. Parts creating horizontal or vertical pp g403.5.3 Passing Spaces. An accessible route with a clear width less than 60 inches (1525 drnrprovidedwandosar object for required turning or maneuvering space, care should be taken to ensure the mm) shall provide passing spaces at intervals of 200 feet (61 m) maximum. Passing joints in these surfaces shall be within 1 es inch e c min) of the same plane as the PROJECT NAME rBmax., space is clear of any obstructions. 308.2.2 other. Cavities created by added kick plates shall be capped. ;.,. spaces shall be either. a space 60 inches (1525 min) minimum by 60 inches (1525 min) Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor Figure 404.2.4.1 Maneuvering Clearances at Manual Swinging Doors and Gates EXCEPTIONS: minimum; or, an intersection of two walking surfaces providing a T-shaped space complying 306.2 Toe Clearance. space shall extend beneath the element for a distance not less than the required reach 1. Sliding doors shall not be required to comply with 404.2.10. Figure 303.2 Vertical Change in Level depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) with 304.3.2 where the base and arms of the T-shaped space extend 48 inches (1220 2. Tempered lass doors without stiles and having a bottom rail or shoe with the to 306.2.1 General. Space under an element between the finish floor or round and 9 inches mm) minimum beyond the intersection. 404.2.4.2 Doorways without Doors or Gates, Sliding Doors, and Folding Doors. Doorways less P 9 9 P NORTHGATE P 9 maximum where the reach depth is 20 inches (510 min) maximum. Where the reach depth 403.E Handrails. Where handrails are rovided alon walkin surfaces with runnin slo es not than 36 inches (915 mm) wide without doors or gates, sliding doors, or folding doors shall leading edge tapered at 60 degrees minimum from the horizontal shall not be required to 303.3 Beveled. Changes in level between 1/4 inch (6.4 min) high minimum and 1/2 inch (230 min) above the finish floor or ground shall be considered toe clearance and shall exceeds 20 inches (510 mm), the high forward reach shall be 4- inches (1120 mm) P 9 9 9 P have maneuvering clearances complyingwith Table 404.2.4.2. meet the 10 inch (255 mm) bottom smooth surface height requirement. PROPER steeper than 1:20 they shall comply with 505. 9 (13 mm) high maximum shall be beveled with a slope not steeper than 1:2. comply with 306.2. maximum and the reach depth shall be 25 inches (635 mm) maximum. 3. Doors and gates that do not extend to within 10 inches (255 mm) of the finish floor 306.2.2 Maximum Depth. Toe clearance shall extend 25 inches (635 mm) maximum under Advisory 403.6 Handrails. Handrails provided in elevator cabs and platform lifts are not Table 404.2.4.2 Maneuvering Clearances at Doorways without Doors or Gates, or ground shall not be required to comply with 404.2.10. APARTMENTS Advisory 303.3 Beveled. A change in level of 1/2 inch (13 mm) is permitted to be 1/4 an element. required to comply with the requirements for handrails on walking surfaces. Manual Sliding Doors, and Manual Folding Doors 4. Existing doors and gates without smooth surfaces within 10 inches (255 mm) of the inch 6.4 min vertical plus 1 4 inch 6.4 min beveled. However, in no case may the 306.2.3 Minimum Required Depth. Where toe clearance is required at an element as art of 2O max -Z;a_45 rnax ( ) p / ( ) Y q P q P 5� sias3~ Minimum Maneuvering Clearance finish floor or ground shall not be required to provide smooth surfaces complying with combined change in level exceed 1/2 inch (13 mm). Changes in level exceeding 1/2 inch a clear floor space, the toe clearance shall extend 17 inches (430 mm) minimum under 404 DOORS DOORWAYS AND GATES 404.2.10 provided that if added kick plates are installed, cavities created by such kick the element. Approach Direction Perpendicular to Parallel to Doorway 13 min must comply with 405 Rams or 406 Curb Rams �* plates are capped. ( ) PY (Ramps) ( P) ) I Doorway (beyond stop/latch 404.2.11 Vision Lights. Doors, gates, and side lights adjacent to doors or gates, containing 306.2.4 Additional Clearance. Space extending greater than 6 inches (150 min) beyond the I 404.1 General. Doors, doorways, and gates that are part of an accessible route shall 9 9 9 1 a 9 , xI side unless noted) one or more glazing oriels that permit viewing through the oriels shall have the bottom 'I" z ?/Z available knee clearance at 9 inches (230 min) above the firnsh floor or ground shall not I 0 comply with 404. 9 9 P P 9 9 P s a . ::.. ;: ., t3 be considered toe clearance. . r• EXCEPTION: Doors, doorways, and gates designed to be operated only b security personnel of at least one glazed panel located 43 inches (1090 min) maximum above the finish Y 9 9 P Y Y Y P from Front 48 inches 1220mm 0 inches Omm s a ' 306.2.5 Width. Toe clearance shall be 30 inches (760 min) wide minimum. Figure 306.2 Toe.o a i v shall not be required to comply with 404.2.7, 404.2.8, 404.2.9, 404.3.2 and 404.3.4 t floor. 11 From Side 42 inches 1065mm 0 inches Omm EXCEPTION: Vision lights with the lowest art more than 66 inches 1675 min from the Clearance _ � through 404.3.7. 9 P ( ) Figure 303.3 Beveled Change in Level Frompocket/hinge side 42 inches 1065mm 22 inches 560mm 2 PROJECT LOCATION: 9 9 �4 Advisory 4-04.1 General Exception. Security personnel must have sole control of doors thatfinish floor or ground shall not be required to comply with 404.2.11. (0) (o) are eligible for the Exception at 404.1. It would not be acceptable for security personnel to From stop/latch side 42 inches 1065mm 24 inches 610mm 404.3 Automatic and Power -Assisted Doors and Gates. Automatic doors and automatic gates 303.4 Ramps. Changes in level greater than 1/2 inch (13 mm) high shall be ramped, and ER P people 9 P comply P comply / . operate the doors for eo le with disabilities while allowing others to have independent shall coin I with 404.3. Full -powered automatic doors shall coin I with ANSI BHMA shall comply with 405 or 406. - . 1. ` f ... w , » figure 308.2.2 Obstructed High Forward Reach 1. Doorway with no door only. " TAUBER ROAD __ . i �, . access. 2. Beyond pocket/hinge side. A156.10 (incorporated by reference, see "Referenced Standards in Chapter 1). Low -energy �s � ads r 404.2 Manual Doors, Doorwa s and Manual Gates. Manual doors and doorwa s and manual COLLEGE STATION TEXAS 304 TURNING SPACE 1 23a 1 gigi P 308.3 Side Reach. Y = Y and power -assisted doors shall comply with ANSI/BHMA A156.19 (1997 or 2002 edition) s j t M gates intended for user passage shall comply with 404.2. L----- --' 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an 404.2.1 Revolving Doors, Gates, and Turnstiles. Revolving doors, revolving gates, and (incorporated by reference, see "Referenced Standards" in Chapter in 304.1 General. Turning space shall comply with 304. element and the side reach is unobstructed, the high side reach shall be 48 inches (1220 turnstiles shall not be part of an accessible route. minim 1 Clear Width. Doorways shall provide a clear opening le 32 inches ( ut min) S max 17__ minimum above the 404.2.2 Double -Leaf Doors and Gates. At least one of the active leaves of doorways with minimum in power -on and power -off mode. The minimum clear width for automatic door 1 mm) maximum and the low side reach shall be 15 inches (380 mm) systems in a doorway shall be based on the clear opening provided by all leaves in the 304.2 Floor or Ground Surfaces. Floor or ground surfaces of a turning space shall comply ISO asas3s finish floor or ground. two leaves shall comply with 404.2.3 and 404.2.4. r .� �, ,. �,..:, 1--._,-.--..,-,.3-.-.-.-.-.<. open position. with 302. Changes in level are not permitted. (a) () EXCEPTIONS: 404.2.3 Clear Width. Door openings shall provide a clear width of 32 inches (815 mm) I i I i �� EXCEPTION: Slopes not steeper than 1:48 shall be permitted. elevation plan 1. An obstruction shall be permitted between the clear floor or ground space and the minimum. Clear openings of doorways with swinging doors shall be measured between the I � I ; I 404.3.2 Maneuvering Clearance. Clearances at power -assisted doors and gates shall comply element where the depth of the obstruction is 10 inches (255 mm) maximum. face of the door and the stop, with the door open 90 degrees. Openings more than 24 i i 1 I t iC11� with 404.2.4. Clearances at automatic doors and gates without standby power and serving Advisory 304.2 Floor or Ground Surface Exception. As used in this section, the hrase Figure 306.2 Toe Clearance j I `9; ry p p 2. Operable parts of fuel dispensers shall be permitted to be 54 inches (1370 mm) inches (610 mm) deep shall provide a clear opening of 36 inches (915 mm) minimum. i I nr I an accessible means of egress shall comply with 404.2.4. "Changes in level" refers to surfaces with slopes and to surfaces with abrupt rise exceeding 306.3 Knee Clearance. maximum measured from the surface of the vehicular way where fuel dispensers are There shall be no projections into the required clear opening width lower than 34 inches I ! ' . EXCEPTION: Where automatic doors and gates remain open in the power -off condition, DATE ISSUE that permitted in Section 303.3. Such changes in level are prohibited in required clear floor installed on existing curbs. (865 mm) above the finish floor or ground. Projections into the clear opening width ----- - compliance with 404.2.4 shall not be required. 05.29.2013 ISSUE FOR PERMIT and ground spaces, turning spaces, and in similar spaces where people using wheelchairs 306.3.1 General. Space under an element between 9 inches (230 mm) and 27 inches (685 between 34 inches (865 mm) and 80 inches (2030 mm) above the finish floor or ground 1 (a) ' (b) 404.3.3 Thresholds, Thresholds and changes in level at doorways shall comply with 404.2.5. and other mobility devices must park their mobility aids such as in wheelchair spaces, or mm) above the finish floor or ground shall be considered knee clearance and shall comply shall not exceed 4 inches (100 mm). pp comply Doors in Series and Gates in Series. Doors in series and gates in series shall maneuver to use elements such as at doors, fixtures, and telephones. The exception permits with 306.3. n EXCEPTIONS: front approach side approach comply with 404.2.6. slopes not steeper than 1:48. 306.3.2 Maximum Depth. Knee clearance shall extend 25 inches 635 min maximum under ,......._.......-.____ .-.•...- 404.3.5 Controls. Manually operated controls shall comply with 309. The clear floor space p p p ( ) Y 1. In alterations, a projection of 5/8 inch (16 mm) maximum into the required clear width-------� adjacent to the control shall be located beyond the arc of the door swing. an element of 9 inches 230 min above the finish floor or round. shall be permitted for the latch side stop. r M _ -_.. - �_......~! i 304.3 Size. Turning space shall comply with 304.3,1 or 304.3.2. ( ) 9 I X P P t I ` =x I i 404.3.E Break Out Opening. Where doors and gates without standby power are a port of a 9 P P Y 306.3.3 Minimum Required Depth. Where knee clearance is required under an element as �:, 2. Door closers and door stops s shall be ermitted . to be 78 inches 1980 min minimum 1 I .= I o P P ( ) 1 22 min 1 l - 24?it? j means of egress, the clear break out opening at swinging or sliding doors and gates shall part of a clear floor space, the knee clearance shall be 11 inches (280 mm) deep ( ) 'I �, M co above the finish floor or ground. I , ssa I �, Ir � I 304.3.1 Circular Space. The turning space shall be a space of 60 inches (1525 min) r xr M cvz aid , s .,x f be 32 inches (815 min) minimum when operated in emergency made. diameter minimum. The space shall be permitted to include knee and toe clearance minimum at 9 inches (230 mm) above the finish floor or ground, and 8 inches (205 mm) P, . ; r I I I ' deep minimum at 27 inches (685 min) above the finish floor or ground. --- 1 ...- T- EXCEP110N: Where manual swinging doors and gates comply with 404.2 and serve the same P - 9 I complying with 306,YI - --� -, -�' means of egress compliance with 404.3.6 shall not be required. 306.3.4 Clearance Reduction, Between 9 inches (230 mm) and 27 inches (685 mm) above " the finish floor or round, the knee clearance shall be permitted to reduce at a rate of 1 3 min 32 r111n 32 mtrti (c) ( 404.3.7 Revolving Doors, Revolving Gates, and Turnstiles. Revolving doors, revolving gates, 304.3.2 T-Shaped Space. The turning space shall be a T-shaped space within a 60 inch 9 P 1 O max�� +11 pocket or hinge approach stop or latch appresaah and turnstiles shall not be part of an accessible route. inch 25 min m depth for each 6 inches 150 min in height. ; (1525 mm) square minimum with arms and base 36 inches (915 mm) wide minimum. Each ( ) P ( ) 9 255 41 A` ' ` arm of the T shall be clear of obstructions 12 inches (305 min) minimum in each 306.3.5 Width. Knee clearance shall be 30 inches (760 min) wide minimum. ' direction and the base shall be clear of obstructions 24 inches (610 min) minimum. The r/ Figure 404.2.4.2 Maneuvering Clearances at• Doorways Without Doors, space shall be permitted to include knee and toe clearance complying with 306 only at the 8 ruin Figure 308.3.1 Unobstructed Side Reach Sliding Doors, Gates, and Folding Doors end of either the base or one arm. 105 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel �.-. 404.2.4.3 Recessed Doors and Gates. Maneuvering clearances for forward approach shall be r-------- approach to an element and the high side reach is over an obstruction, the height of the (a) t6) (o) r ...60 , " I { i ageddoor li if dt ar faldirsg di rfr provided when any obstruction within 18 inches (455 mm) of the latch side of a doorway t I E obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall > , r Ol r_ projects more than 8 inches (205 mm) beyond the face of the door, measured •---iw----------1----� 9 m1n . I �I be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) t� I� perpendicular to the face of the door or gate. ' ' Vo I------ '----* maximum for a reach depth of 10 inches 255 min maximum. Where the reach de th i i -- p ( ) P Figure 404.2.3 Clear Width of Doorways £ 'E i recessed due to wall © ,s ", � exceeds 10 inches (255 min), the high side reach shall be 46 inches (1170 min) Advisory 404.2.4.3 Recessed Doors and Gates. A door can be r i 'in 25.- maximum for a reach depth of 24 inches 610 min maximum. 404.2.4 Maneuvering Clearances. Minimum maneuvering clearances at doors and gates shall thickness or because of the placement of casework and other fixed elements adjacent to � r-� m" [1 min cap P ( ) 9 9 9 P 1 5 a!" .. , ,--------� EXCEPTIONS: comply with 404.2.4. Maneuvering clearances shall extend the full width of the doorway and the doorway. This provision must be applied wherever doors are recessed. Figure 404.2.4.3 0 (a) (b) P Y 9 Y Y P PP 9 1. The top of washing machines and clothes dryers shall be permitted to be 36 inches the required latch side or hinge side clearance. ManeuveringClearances at Recessed Doors and Gates _.I...w_�_e"__�__i_ elevators plea (915 min) maximum above the finish floor. EXCEPTION: Entry doors to hospital patient rooms shall not be required to provide the ,.....--- ------ € - ----- i_-...--- ..,•-r,-._�s min_-�•.-,..k 2. Operable parts of fuel dispensers shall be permitted to be 54 inches (1370 mm) clearance beyond the latch side of the door. (j ' j5 Figure 306.3 Knee Clearance maximum measured from the surface of the vehicular via where fuel dispensers are 404.2.4.1 Swinging Doors and Gates. Swinging doors and gates shall have maneuvering i _12 mires .: �\_12 min Y P 9 9 9 9 9 9 1e mtn 5: $45 r' 11 r..._arts_.. ; i info 30i PROTRUDING OBJECTS installed on existing curbs: clearances complying with Table 404.2.4.1. e, al i _,_y X .8 I �,^ Figure 304.3.2 T-Shaped Turning Space Table 404.2.4.1 Maneuverin Clearances at Manual SwingDoors and Gates ; I� Xis 307.1 General. Protruding objects shall comply with 307. �� t -�_-� .............. .. -4 ' 4 304.4 Door Swing. Doors shall be permitted to swing into turning spaces. 9 1 PY Type of Use Minimum Maneuvering Clearance t..�� 307.2 Protrusion Limits. Objects with leading edges more than 27 inches (685 min) and not , F O GROUND SPACE more than 80 inches 2030 min above the finish floor or round shall protrude 4 inches 100 f f Approach Direction Door or Gate Side Perpendicular to Parallel to Doorway (a}_ Y 305 CLEAR LOOK R R ( ) 9 P ( pull see ---�-- '� sf r h � >( DOOrway (beyond IatCh Slde h (j_ E �n° �w) min maximum horizontal) into the circulation path. r + t6 S':. Pri, O I.- , Y P x x -T,5- t . (b) 305.1 General. Clear floor or ground space shall comply with 305. W _ co .Y. Y unless noted)° Y ' EXCEPTION: Handrails shall be permitted to protrude 4 1/2 inches (1 15 min) maximum. _� -�• push sideggfg 305.2 Floor or Ground Surfaces. Floor or ground surfaces of a clear floor or ground space Y r Y 16 I °' lid r 1 miffed., �, Y r 1, , From Front Pull 60 inches 1525mm 18 inches 455mm X sa �. ,,_ i 's n� Y1. 1 shall comply with 302. Changes in level are not per Advisory 307.2 Protrusion Limits. When a cane is used and the element is in the detectable 1 _ EXCEPTION: Slopes not steeper than 1:48 shall be permitted. ry -• From Front Push 48 inches 1220mm 0 inches Omm t. r.. range, it gives a person sufficient time to detect the element with the cane before there is 305.3 Size. The clear floor or ground space shall be 30 inches (760 min) minimum by 48 From Hinge Side Pull 60 inches 1525mm 36 inches 915mm r :3 Y z ` ` body contact. Elements located on circulation paths, including operable elements, must comply 1 �€ tf inches 1220 min minimum. with requirements for protruding objects. For example, awnings and their supporting structures _ 10 max f > 1f}-24 max From Hinge Side Pull 54 inches 1370mm 2 42 inches 1065mm) ' ' :•7c='=I s ( } q P 9 1 P 9 PP 9 --- -- �sxo -_- �, - cannot reduce the minimum required vertical clearance. Similarly, casement windows, when open, From Hinge Side Push 42 inches 1065mm 22 inches 560mm -1.jam E =1=, Ir1 cannot encroach more than 4 inches (100 min) into circulation paths above 27 inches (685 (a) (I') From Hinge Side Pull 48 inches 1220mm a 24 inches 61Omm (c} _ _: 1 min) push side, door provided with mm 2 J i Figure 308.3.2 Obstructed High Side Reach From Hinge Side Push 42 inches (1 OF;, ' 24 inches 610mm both aoserand latch ` S 513� i 2 9 F"' 4_maz Rr _ 1. Add 12 inches (305 min) 'rf closer and latch are provided. Figure 404.2.4.3 Maneuvering Clearances at Recessed Doors and Gates ' 11 1 , ;,',J� z a' 1---�--� 3O9 OPERABLE Pt4R'I'�J 2. Add 6 inches (150 min) if closer and latch are provided. 404.2.4.4 floor or Ground Surface. floor or ground surface within required maneuvering , _ r rY MM!_= E ��= t � , l r- 3. Beyond hinge side. clearances shall comply with 302. Changes in level are not permitted. I , ; , 1 -;� U= 4. Add 6 inches (150 mm) if closer is provided. EXCEPTIONS: h (;( ��& ""` 309.1 General. Operable parts shall comply with 309. 1. Slopes not steeper than 1:48 shall be permitted. t I ; f P P P t % ` 309.2 Clear Floor Space. A clear floor or ground space complying with 305 shall be 2. Changes in level at thresholds complyingwith 404.2.5 shall be permitted. r t1 1 9 R a= n t �--A 11 - , (-,, provided. 404.2.5 thresholds. thresholds, if provided at doorways, shall be 1/2 inch 13 min high tf'). - - - - i I £ 309.3 Height. Operable parts shall be placed within one or more of the reach ranges maximum. Raised thresholds and changes in level at doorways shall comply with 302 and ;' } 11 N Vhf r-I ;j 1 N cc o specified in 308. r-i Figure 305.3 Clear Floor or Ground Space 3- - x 303. _ ' `p= - F- ,'IS Ii 309.4 Operation. Operable parts shall be operable with one hand and shall not require tight r I I : EXCEPTION: Existing or altered thresholds 3/4 inch (19 mm) high maximum that have a �� Sk1 00 305.4 Knee and Toe Clearance. Unless otherwise specified, clear floor or ground space shall e J grasping, pinching, or twisting of the wrist. the force required to activate operable parts IsF=-4. `L. '-`z �,Y s -z 111. N be permitted to include knee and toe clearance complying with 306. I it shall be 5 pounds (22.2 N) maximum. beveled edge on each side with a slope not steeper than 1:2 shall not be required to _ comply with 404.2.5. " 305.5 Position. Unless otherwise specified, clear floor or ground space shall be positioned +- EXCEPTION: Gas pump nozzles shall not be required to provide operable parts that have an �_ ,.1 11= ` for either forward or parallel approach to an element. activating force of 5 pounds (22.2 N) maximum. �� Figure 307.2 Limits of Protruding Objects 2OI2 TAS t s xs F y1 z FYI gg 9 11 8 ro . I .. 40 RAMPS I 406 CURB RAMPS 401 ELEVATORS CONT. 401 ELEVATORS CONT. 504 STAIRWAYS 505 HANDRAILS CONT. IM -.- __12i � il-I , . - � � s � ! 0 11 H ;s 101 ; i .1 . - . � 7 1 H t ; - - I 5 - . SIS4. I � I '.. - 4 I I 4 I. 405.1 General. Ramps on accessible routes shall comply with 405. 406.1 General. Curb ramps on accessible routes shall comply with 406, 405.2 through 407.2.1.5 Signals. Call buttons shall have visible signals to indicate when each call is i ifi F 504.1 General. Stairs shall comply with 504. - , i �s , I 1 n 80 min 4parlmeter R -3 , 9- 91 ii EXCEPTION: In assembly areas, aisle ramps adjacent to seating and not serving elements � 1 6§ min 4-6Y I ; - i ,Z I I - w 405.5, and 405.10. registered and when each call is answered. I— M10 � IN ,� 504.2 Treads and Risers. All steps on a flight of stairs shall have uniform riser heights and .11 100Aeo I - I - I - ; w, iTifiss,�HN-IM�l-,_ .1. ;I I I !. required to be on an accessible route shall not be required to comply with 405. 406.2 Counter Slope. Counter slopes of adjoining gutters and road surfaces immediately EXCEPTIONS: uniform tread depths. Risers shall be 4 inches (100 mm) high minimum and 7 inches (180 . I.; �' M I� - � , .; r -11 . 4 i .i . I I 11 - ! ii!,z , �� t � � s - � . .i � , � 405.2 Slope. Romp runs shall have a running slope not steeper than 1:12. adjacent to the curb romp shall not be steeper than 1:20. The adjacent surfaces at 1. Destmabon-oriented elevators shall not be required to comply with 407.2.1.5 provided � - _�k_�, � giBs's � EXCEPTION: In existing sites, buildings, and facilities, ramps shall be permitted - mm) high maximum. Treads shall be 1 1 inches I - - 4 , ,jq!Y1 m ms s: rmitted to have s (280 mm) deep minimum. -1 , .� , � � I I - . I � M same level. Figure that visible and audible signals complying with 407.2.2 indicating which elevator car to enter I ... I; I-, i i is- � transitions at curb ramps to walks, gutters, and streets shall be at the . .4'.., � 11! I ; www I .. .. I . - 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps C 504.3 Open Risers. Open risers are not permitted. I / '\ . .,,, = L � - V, __ Is _ -i running slopes steeper than 1:12 compifing with Table 405.2 where such slopes are I 1-Mr-11-T-11 are provided. a _. ffiF�Ufor.,--l-1 III— �sss.,,ss_.;;s=_i'H�_ ISR ; 111. -_ ss ,-- "' ii i � i; -t M NO ,., I - 9 7. :I, REA *I 7-7 1�; - . 67 " I - I 5" 51 -- MR ,-�iF�""!!.��!L!�.:,17.�D�.liui� necessary .due to space limitations. adjoining surface.ma)dmum *9 F, TZ g '. � 504.4 Tread Surface. Stair treads shall comply with 302. Changes in level are not permitted. �9, 21/4 max. I � . . _N 5 G , I - Ali - IN C51 I k E�_ 11 .� � "� - , " I _j �4:__5 - is I ... I to - - i -'s.-iliql Li - 2. Existing elevators shall not be required to comply with 407.2.1.5. 0 EXCEPTION: Treads shall be permitted to have a slope not steeper than 1:48. 1� . ss.!Iklf�l� - slope -\ 407.2.1.6 Keypads. Where keypads are provided, keypads shall be in a standard telephone I 4 _ Rin n_; / !==.-�- .t: i m, M I �4j�!Iililzni_ = ! 4; . i2m i ii, I � g;ggggglm , 11.1 i t� . " -.L�4- - , . 1 ��, Onili .!, _. I= I �1 ., 4.�-',,7,!n!--,'!-,--�-l-'!ttt-l--t� , :. , .1. � ot, : P,l-ofl- W_ 71 .,2 1 Table 405.2 Maximum Romp Slope and Rise for Existing Sites, Buildings, and Facilities � I 11 �, -cu ram :sloes � 1�1� 0 I - � 3 . the I .... 41"'d I ggl_j Ill , s ;;'! hmig. - .- � Slope' Maximum Rise \ 20 " curb keypad arrangement and shall comply with 407.4.7.2. � - leading edges of treads without nosings, so that stair treads are more visible for people , gsl=ln=,_-wtM r =-_E -� L ME - Advisory 504.4 Tread Surface. Consider providing visual contrast on tread nosings, or at . -car signals, shall comply with 407.2.2. I, i -. 1-11 11 i V I , 407.2.2 Hall Signals. Hall signals, including in I ZZ39;;;Q� _� I .. 410 11 i-Me- ,E � I L:��` 407.2.2.1 Visible and Audible Signals. A visible and audible signal shall be provided at each imp .-atm ,P--;izzP -:�!i�i!�,#!�-�l�tF!1!2!�ll!��!t!�!��-!i!l,-��,!�-v�gii-;�!i- � �g , Z I_ 1'lsli!si,'M:g', is - , .- � ist Steeper than 1:10, but not steeper than 1:8 &Ni__,_ IN with low Vision. M 'Ps. 1 , ,!i!; - 1� ,l i . 1 3 inches (75mm) hoistway entrance to indicate which car is answering a call and the cars direction of [ 42 min xa) (b) A`l 0, -li, �pigi 4" '1'1�`W:� I" """'I"'M , gi , i, min , L - '11 . ` 3-0051 "'' .W � MM��gflflifflFm- i!1fflH.1:,_Mi' . . lwmr: Steeper than 1:12, but not steeper than 1:10 I '; Eia�-s,:�'!P.'i,�r;4;z�-�W,141.:Li.t;z;-, Fgiim,m�,Fm-, - . .- __;_#_;g�g (a) (b) 504.5 Nosings. The radius of curvature at the leading edge of the tread I . ��.�!-,!ir�-�-�--,7-,q:-.t-z,zI! 1 6 inches (150mm) Figure 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps travel. Where in -car signals are provided, they shall be visible from the floor area adjacent shall be 1/2 inch M ,.,s,.1s;_;1W ,-;:--p s, " I '" , " t! ,. W -, i1.i#�1F.=!s_.__-,� ,_,'M � ---- - - , . - a- � `4M,2,11`01 I ____ � -i ... - . � - - I gg, .1inigTOT H ,I - 1. A slope steeper than 1:8 is not permitted. to the hall call buttons. Figure 505.7.2 Handrail Non -Circular Cross Section I =�117_�,Ftt Ill � - � i !I. A I ,,, 11-1 - I , , Llslls " I --. - . 'i- ou _mMAsm- i 11 406.3 Sides of Curb Ramps. Where provided, curb romp flares shall not be steeper than centered door side (off -centered) door (13 mm) maximum. Nosings that project beyond risers shall have the underside of the 111111 10 W it, i 00 'MIN is 1-110" 'r Advisory 405.2 Slope. To accommodate the widest range of users, provide ramps with the 1:10. EXCEPTIONS: leading edge curved or beveled. Risers shall be permitted to slope under the tread at an MH --i- M, 1. Visible and audible signals shall not be required at each destination -oriented elevator - 54 mirt Copyright@ 2012 TED TROUT ARCMTECT AND least possible running slope and, wherever possible, accompany ramps with stairs for use by wherevisible and audible signal complying with 407.2.2 is provided indicating the elevator . 1370 . 60 min . angle of 30 degrees maximum from vertical. The permitted projection of the nosing shall 505.8 Surfaces. Handrail gripping surfaces and any surfaces adjacent to them shall be free ASMTM LTD. ills specifications as - . those individuals for whom distance presents a greater barrier than steps, e.g., people with ,/- flared sides 1;101 max. slope car designation information. _� W5 extend 1 1/2 inches (38 mm) maximum over the tread below. of sharp or abrasive elements and shall have rounded edges. instruments of service Id remam the property of heart disease or limited stamina. I I the Architect. They are not to be used-od other 2. In existing elevators, a signal indicating the direction of car travel shall not be required. 505.9 Fittings. Handrails shall not rotate within their fittings. projects or extensions to this MJeet eimept by . I 1 505.10 Handrail Extensions. Handrail gripping surfaces shall extend beyond and in the some * . � 407.2.2.2 Visible Signals. Visible signal fixtures shall be centered at 72 inches (1830 mm) I , � agreement in vfiqand with appropniate � 405.3 Cross Slope. Cross slope of ramp runs shall not be steeper than 1:48. 4 1 � I direction of stair flights and ramp runs in accordance with 505.10• compensation the Architect � radjus 1/2 / minimum above the finish floor or ground. The visible signal elements shall be 2 1/2 111 Advisory 3 Cross !:lope. Cross slope is the slope of the surface perpendicular to the slope inches (64 mm) minimum measured along the vertical centerline of the element. Signals 1-1 i I max, 300 mal., EXCEPTIONS: - ..F: g: .5, I . 1. Extensions shall not be required for continuous handrails at the inside turn of switchback ravel. Cross slope is measured the some way as slope is measured (i.e., the "' I shall be Visible from the floor area adjacent to the hall call button. 69, e . : direction " i .Jr 1 ! - ,I I or dogleg stairs and ramps. rection of EXCEPTIONS: I La �,` - I 111 2. In assembly areas, extensions shall not be required for ramp handrails in aisles serving , - r ,,� - E �J � ""�� 'se over the run). I - - 5� 1. Destination -oriented elevators shall be permitted to have signals visible from the floor 0 1;� seatinghandrails are discontinuous to provide access to seating and to permit 405.4 Floor or Ground Surfaces. Floor or ground surfaces of ramp runs shall comply with Figure 406.3 Sides of Curb Ramps area adjacent to the hoistway entrance. (a) (b) crossovers within aisles. 302. Changes in level other than the running slope and cross slope are not permitted on 2. Existing elevators shall not be required to comply with 407.2.2.2. .`,=,=�t_� I romp runs. I 406.4 Landings. Landings shall be provided at the tops of curb ramps. The landing clear -1.1.1-1-1r.. I � radius of tread edge angied riser 3. In alterations, full extensions of handrails shall not be required where such extensions i (typical for all profiles) would be hazardous due to plan configuration. .k.. ...."""... 0 405.5 Clear Width. The clear width of a romp run and, where handrails are provided, the length shall be 36 inches (915 mm) minimum. The landing clear width shall be at least as ,q; �,,-, 505.10.1 Top and Bottom Extension at Ramps. Ramp handrails shall extend horizontally . C N. 7�9 ,% clear width between handrails shall be 36 inches (915 mm) minimum. . , V .01, wide as the curb romp, excluding flared sides, leading to the landing. 'i I 3�LTin Al '. 111/2 MEIX N, .1 1. r, . - 1 1 36 min I I : Az�l I . 2"/-, rnin M W.5 11/2 max above the landing for 12 inches (305 mm) minimum beyond the top and bottom of ramp 0. EXCEPTION: Within employee work areas, the required clear width of ramps that are a part EXCEPTION: In alterations, where there is no landing at the top of curb ramps, curb ramp ./' 64 35 0 __ . of common use circulation paths shall be permitted to be decreased by work area It !* .1 - 36 runs. Extensions shall return to a wall, guard, or the landing surface, or shall be JU : flares shall be provided and shall not be steeper than 1:12. Figure 406.4 Landings at the 2,6 min4. 4 1 (0) (d) : ____ . :, T - - 1, any dourlocation any door location : . equipment provided that the decrease is essential to the function of the work being Top of Curb Ramps __ _J t handrail of an adjacent ramp run. .. 64 � _4 " - , performed. ; I 1`1 . * 1. ; .� ; 9ts 1. ; I I l . (�_ 0 1 405.6 Rise. The rise for any ramp run shall be 30 inches (760 mm) maximum. I * CO 11 q 12 min ;X,%-... 77516 ..- . 405.7 Landings. Ramps shall have landings at the top and the bottom of each ramp run. Z . (c) (d) . I . I I /-- at least aa wide " 5 19 . 16 aq ft min 301� " IV, *** .,** - 41 *111, *I . - I I Landings shall comply with 405.7. 1 11,r* N t2 . 1.r e curved nosing beveled nosing 12 min OF *1 .. I- 11 . . jQla - I r�. . -1-1 36 min, I curb raMp . - - - - - - ./ 305 1 � Z;; 6 ,x" L, . Figure 504.5 Stair Nosings . --- ------- . I . I .. . . � � � . - , Advisory 405.7 Landings. Ramps that do not have level landings at changes in direction can 4 .1 , I .... . � � 11 - create a compound slope that will not meet the requirements of this document. Circular or -11 . I I . .., 05292013 r- r_ : I 504.6 Handrails. Stairs shall have handrails complying with 505. " Ei � i curved ramps continually change direction. Curvilinear ramps with small radii also can create . q 1:1 � J . I nt - .. . 504.7 Wet Conditions. Stair treads and landings subject to wet conditions shall be designed . compound cross slopes and cannot, by heir nature, meet the requirements for accessible i U1, to prevent the accumulation of water. routes. A level landing is needed at the accessible door to permit maneuvering and simultaneously door operation, Figure 405.7 Ramp Landings / /,Z 1 . I . I 11) Figure 407.2.2.2 Visible Hall Signals . . 505 HANDRAILS I _________1J Vq -----------,. 407.2.2.3 Audible Signals. Audible signals shall sound once for the up direction and twice . 505.1 General. Handrails provided along walking surfaces complying with 403, required at 60 min . 11 60 rrdn 60 n-dn . I / - I t for the down direction, or shall have verbal annunciators that indicate the direction of W ramps complying with 405, and required at stairs complying with 504 shall comply with ---------------- __ __ 0 d ----; ----I- i elevator car travel. Audible signals shall have a frequency of 1500 Hz maximum. Verbal Exception 505. 1 "' 15525 J 1525 1525 T_� __\_Zr annunciators shall have a frequency of 300 Hz minimum and 3000 Hz maximum. The exisiffrig davalor car configuraflon Figure 406.4 Landings at the Top of Curb Ramps audible signal and verbal annunciator shall be 10 dB minimum above ambient, but shall not Advisory 505.1 General. Handrails are required on romp runs with a rise greater than 6 Figure 505.10.1 Top and Bottom Handrail Extension at Ramps . .1 .. . .......... _,. 1 � exceed 80 dB, measured at the hall call button. Figure 407.4.1 Elevator Car Dimensions inches (150 mm) (see 405.8) and on certain stairways (see 504). Handrails are not 505.10.2 Top Extension at Stairs. At the top of a stair flight, handrails shall extend landing romp run landing ramp run r_ 406.5 Location. Curb ramps and the flared sides of curb ramps shall be located so that EXCEPTIONS: required on walking surfaces with running slopes less than 1:20. However, handrails are 1E they do not project into vehicular traffic ]ones, parking spaces, or parking access aisles. 1. Destination -oriented elevators shall not be required to comply with 407.2.2.3 provided 407.4.2 Floor Surfaces. Floor surfaces in elevator cars shall comply with 302 and 303. horizontally above the landing for 12 inches (305 mm) minimum beginning directly above . ,� I landing , required to comply with 505 when they are provided on walking surfaces with running slopes 0 - Curb ramps at marked crossings shall be wholly contained within the markings, excluding that the audible tone and verbal announcement is the same as those given at the call 407.4.3 Platform to Hoistway Clearance. The clearance between the car platform sill and the the first riser nosing. Extensions shall return to a wall, guard, or the landing surface, or I - - at least as ,aide as rarrip run QD any flared sides. button or call button keypad. edge of any hoistway landing shall be 1 1/4 inch (32 mm) maximum. less than 1:20 (see 403.6). Sections 505.2, 505.3, and 505.10 do not apply to handrails s to the handrail of an adjacent stair flight. 406.6 Diagonal Curb Ramps. Diagonal or comer type curb ramps with returned curbs or 2. Existing elevators shall not be required to comply with the requirements for frequency 407.4.4 Leveling. Each car shall be equipped with a self -leveling feature that will surfaces with running slopes less than 1:20 as these sections only WENT . other well-defined edges shall have the edges parallel to the direction of pedestrian flow. and dB range of audible signals. automatically bring and maintain the car at floor landings within a tolerance of 1/2 inch 1 reference requirements for ramps and stairs. 12 min. .1 r_ The bottom of diagonal curb ramps shall have a clear space 48 inches (1220 mm) 407.2.2.4 Differentiation. Each destination -oriented elevator in a bank of elevators shall have . (13 mm) under rated loading to zero loading conditions, . 2 505.2 Where Required. Handrails shall be provided on both sides of stairs and ramps. I I minimum outside active traffic lanes of the roadway. Diagonal curb ramps provided at audible and visible means for differentiation. 407.4.5 Illumination. The level of illumination at the car controls, platform, car threshold EXCEPTION: In assembly areas, handrails shall not be required on both sides of aisle ramps � marked crossings shall provide the 48 inches (1220 mm) minimum clear space within the 407.2.3 Hoistway Signs. Signs at elevator hoistways shall comply with 407.2.3. and car landing sill shall be 5 foot candles (54 lux) minimum. M 407.2.3.1 Floor Designation. Floor designations complying with 703.2 and 703.4.1 shall be where a handrail is provided at either side or within the aisle width. . markings. Diagonal curb ramps with flared sides shall have a segment of curb 24 inches i 407.4.6 Elevator Car Controls. Where provided, elevator car controls shall comply with 505.3 Continuity. Handrails shall be continuous within the full length of each stair flight or I . (610 mm) long minimum located on each side of the curb romp and within the marked provided on both jambs of elevator hoistway entrances. Floor designations shall be provided 407.4.6 and 309.4. ramp run. Inside handrails on switchback or dogleg stairs and ramps shall be continuous in both tactile characters and braille. Tactile characters shall be 2 inches (51 mm) high I . crossing. EXCEPTION: In existing elevators, where a new car operating panel complying with 407.4.6 is between flights or runs. I 4A) (b) minimum. A tactile star shall be provided on both jambs at the main entry level. provided, existing car operating panels shall not be required to comply with 407.4.6. EXCEPTION: In assembly areas, handrails on ramps shall not be required to be continuous in stralght thafigo In alrdtilon - - 407.4.6.1 Location. Controls shall be located within one of the reach ranges specified in aisles serving seating. � �_,� 24 ' - 308. 505.4 Height. Top of gripping surfaces of handrails shall be 34 inches (865 mm) minimum . PROJECT NAME: __g,.,,m[n Figure 405.7 Romp Landings _,_ 36 � � EXCEPTIONS: and 38 inches (965 mm) maximum vertically above walking surfaces, stair nosings, and . .� 1,17 __ - -.-----. .--,, 1. Where the elevator panel serves more than 16 openings and a parallel approach is I . I . s ramp surfaces. Handrails shall be at a consistent height above walking surfaces, stair � I . C� ; provided, buttons with floor designations shall be permitted to be 54 inches (1370 mm) I . 7 I :11 405.7.1 Slope. Landincs shall comply with 302. Changes in level are not permitted. 1 _1116 . � � El- nosings, and romp surfaces. . l I . : maximum above the finish floor. %, 1� * 1 -C',4! EXCEPTION: Slopes not steeper than 1:48 shall be permitted. I � 11-1 . ".* .1, - li, 2. In existing elevators, car control buttons with floor designations shall be permitted to be Advisory 505.4 Height. The requirements for stair and ramp handrails in this document are 4 NORTHGATE 405.7.2 Width. The larding clear width shall be at least as wide as the widest ramp run 0 min . 1� located 54 inches (1370 mm) maximum above the finish floor where a parallel approach is for adults. When children are the principal users in a building or facility (e.g., elementary leading to the landing. I 122D \ . � I I provided. Figure 505.10.2 Top Handrail Extension at Stairs I 11 I , \�\ ' 407.4.6.2 Buttons. Car control buttons with floor designations shall comply with 407.4.6.2 1 405.7.4 Change in Direction. Ramps that change direction between runs at landings shall I J, 24 min �____�_ preventing accidents. A maximum height of 28 inches (710 mm) measured to the top of 405.7.3 Length. The landing clear length shall be 60 inches (1525 mm) long minimum. � schools), a second set of handrails at an appropriate height can assist them and aid in PROPER I J \", and shall be raised or flush. I I I . APARTMENTS I .f I have a clear landing 60 inches (1525 mm) minimum by 60 inches (1525 mm) minimum. . � the gripping surface from the ramp surface or stair nosing is recommended for handrails 505.10.3 Bottom Extension at Stairs. At the bottom of a stair flight, handrails shall extend I I / �, - I I 1� - EXCEPTION: In existing elevators, buttons shall be permitted to be recessed. I I/ / -11 1. � . I I * / 411111111111111 designed for children. Sufficient vertical clearance between upper and lower handrails, 9 at the slope of the stair flight for a horizontal distance at least equal to one tread depth 405.7.5 Doorways. Where doorways are located adjacent to a romp landing, maneuvering . 11%� I `_ I 407.4.6.2.1 Size. Buttons shall be 3/4 inch (19 mm) minimum in their smallest dimension clearances required by 404.2.4 and 404.3.2 shall be permitted to overlap the required I I 11• 1/ 1, . 1� * inches (230 mm) minimum, should be provided to help prevent entrapment. beyond the lost riser nosing. Extension shall return to a wall, guard, or the landing surface, I L -'I-,:,-- 407.4.6.2.2 Arrangement. Buttons shall be arranged with numbers in ascending order. When - I L continuous to the handrail of an adjacent stair flight. landing area. I _�_ I Figure 407.2.3.1 Floor Designations on Jambs of Elevator Hoistway Entrances two or more columns of buttons are provided they shall read from left to right. I Ir _ , I E 405.8 Handrails. Ramp runs with arise greater than 6 inches (150 mm) shall have I 1, 407.4.6.3 Keypads. Car control keypads shall be in a standard telephone keypad I 11 I handrails complying with 505. 1 11 n 407.2.3.2 Car Designations. Destination -oriented elevators shall provide tactile car arrangement and shall comply with 407.4.7.2. 14 X 11 , 5� 11 I . EXCEPTION: Within employee work areas, handrails shall not be required where ramps that IV- identification complying with 703.2 on both jambs of the hoistway immediately below the 407.4.6.4 Emergency Controls. Emergency controls shall comply with 407.4.6.4. 1 1 1 1 are part of common use circulation paths are designed to permit the installation of floor designation. Car designations shall be provided in both tactile characters and braille. 407.4.6.4.1 Height. Emergency control buttons shall have their centerlines 35 inches (890 ==;4 1 J I handrails complying with 505. Ramps not subject to the exception to 405.5 shall be Figure 406.6 Diagonal or Comer Type Curb Ramps Tactile characters shall be 2 inches (51 mm) high minimum. _�I Ln, �� mm) minimum above the finish floor, M I � co� � co :g PROJECT LOCATION: designed to maintain a 36 inch (915 mm) minimum clear width when handrails are 407.4.6.4.2 Location. Emergency controls, including the emergency alarm, shall be grouped 4 ", "? CP installed. 406.7 Islands. Raised islands in crossings shall be cut through level with the street or have . . . . . . at the bottom of the panel. CO 65 M 19'" V AF-1 4q1' W 405.9 Edge Protection. Edge protection complying with 405.9.1 or 405.9.2 shall be provided curb ramps at both sides. Each curb ramp shall have a level area 48 inches (1220 mm) : .. --- __` U'� co co I ___�' 407.4.7 Designations and Indicators of Car Controls. Designations and indicators of car Cl) 1 W� on each side of ramp runs and at each side of romp landings. long minimum by 36 inches (915 mm) wide minimum at the top of the curb romp in the : 2 controls shall comply with 407.4.7. s I TAUBER ROAD 7 X I I t �_ EXCEPTIONS: part of the island intersected by the crossings. Each 48 inch (1220 mm) minimum by 36 1 EXCEPTION: In existing elevators, where a new car operating panel complying with 407.4.7 is I I COLLEGE STATION TEXAS 1. Ede : I r t l not be required on ramps that are not required to have handrails inch (915 mm) minimum area shall be oriented so that the 48 inch (1220 mm) minimum I - provided, existing car operafing panels shall not be required to comply with 407.4.7. 4 1 1 I I and have sides complying with 406.3. : 9 . 407.4.7.1 Buttons. Car control buttons shall comply with 407.4.7.1. (a) (0) length is in the direction of the running slope of the curb romp it serves. The 48 inch : 47 : : 2. Edge protection shall not be required on the sides of ramp landings serving an adjoining (1220 mm) minimum by 36 inch (915 mm) minimum areas and the accessible route shall I 1 407.4.7.1.1 Type. Control buttons shall be identified by tactile characters complying with stairs ramps walking surfaces ramp run or stairway. i � __�� --' 703.2. Note; X --tread depth 3. Edge protection shall not be required on the sides of ramp landings having a vertical be permitted to overlap. Figure 406.7 Islands in Crossings __� 407.4.7.1.2 Location. Raised character and braille designations shall he placed immediately Figure 505.4 Handrail Height I drop-off of % inch (13 mm) maximum within 10 inches (255 mm) horizontally of the Figure 407.2.3.2 Car Designations on Jambs of Destination -Oriented to the left of the control button to which the designations apply. Figure 505.10.3 Bottom Handrail Extension at Stairs minimum landing area specified in 405.7. 36 min Elevator Hoistway Entrances EXCEPTION: Where spaceg operating panel precludes tactile markings to 505.5 Clearance. Clearance between handrail gripping surfaces and adjacent surfaces shall 405.9.1 Extended Floor or Ground Surface. The floor or ground surface of the ramp run or . �� 1�_ / 915 . the left of the controls, markings shall be placed as near to the control as possible. be 1 1/2 inches (38 mm) minimum. 602 DRINKING FOUNTAINS . - _ landing shall extend 12 inches (305 mm) minimum beyond the inside face of a handrail , � (f/' / 407.3 Elevator Door Requirements. Hoistway and car doors shall comply with 407.3. 407.4.7.1.3 Symbols. The control button for the emergency stop, alarm, door open, door 602.1 General. Drinking fountains shall comply with 307 and 602. DATE ISSUE complying with 505. 1 / 407.3.1 Type. Elevator doors shall be the horizontal sliding type. Car gates shall be close, main entry floor, and phone, shall be identified with tactile symbols as shown in 602.2 Clear Floor Space. Units shall have a clear floor or ground space complying with 305 prohibited. Table 407.4.7.1.3. 1 I . 7., Min 407.3.2 Operation. Elevator hoistway and car doors shall open and close automatically. V2 min positioned for a forward approach and centered on the unit. Knee and toe clearance 05.2S.2013 ISSUE FOR PERMIT Advisory 405.9.1 Extended Floor or Ground Surface. The extended surface prevents I /--for- wheelchair casters and crutch tips from slipping off the ramp surface. Figure 405.9.1 11 � i I/ EXCEPTION: Existing manually operated hoistway swing doors shall be permitted provided that complying with 306 shall be provided. T I I / 38 Extended Floor or Gromd Surface Edge Protection i - 1Z they comply with 404.2.3 and 404.2.9. Car door closing shall not be initiated until the Table 407.4.7.1.3 Elevator Control Button Identification .. 11 EXCEPTION: A parallel approach complying with 305 shall be permitted at units for children's ! use where the spout is 30 inches (760 mm) maximum above the finish floor or ground i I 9 hoistway door is closed. I �� I I I � I I � I I I � 1.1 - 11 I 11 11 I I I I I I I I - -_ . I I , 407.3.3 Reopening Device. Elevator doors shall be provided with a reopening device - I ., : , :- Table 407.14.7.1.1 glevator,Control Button Identification .. ., � I I and is 3 1/2 inches (90 mm) maximum from the front edge of the unit, including complying with 407.3.3 that shall stop and reopen a car door and hoistway door . I _� :1� I �-; Control Button , ,, ,:: Tactile Symbol . - .I. , : �, Braille , Message; I I bumpers. I I I 11 11 I . I I . ,im L-i'll automatically if the door becomes obstructed by an object or person. I � -11 I . I 11 11 I I � I . V , '' , 602.3 Operable Parts. Operable parts shall comply with 309. ., I 11 I 11 . . .. 11 1, :: I :,,Emergency. Stop � - , , �, ,� �, : . 11 - .11 I � I EXCEPTION: Existing elevators with manually operated doors shall not be required to comply . � I 11 - 11 11 I I I %V 11 I I -'STWT,hreecells: . 12 in 12 min (a) (b) � . I 11 -1 -1 7 --- I 7 - _�_ T .;; � I � 602.4 Spout Height. Spout outlets shall be 36 inches (915 mm) maximum above the finish . I I - - - - ,� I I 11 I I - I I 1, . , . I'll, .1 " 1� cut through at Island curb ramp ar island With 407.3.3. - - I I � I -1 : , : � ,� I � �, I � - 11 I . . I I floor or ground. I I Alarm . I ,� I I I - 3-05 , 305 , I I , 1. - - I � I I I , � I I I I I I I � I � I AL".ARV Four cells : � - - I .. I : I I I i il __L1- 407.3.3.1 Height. The device shall be activated by sensing an obstruction passing through � � I 11 I -1 il I - , � I � I . � I _ _ � 1 602.5 Spout Location. The spout shall be located 15 inches (380 mm) minimum from the , � I I I "I I I I - 11 - I � I I I 1 '. 4�.i I � I .1 , - I , I I I 11 , , ,4 11, I I I I I I I I Figure 505.5 Handrail Clearance I I I , . . . . I Figure 406.7 Islands in Crossings the opening at 5 inches (125 mm) nominal and 29 inches (735 mm) nominal above the ,:: 1: I - I vertical support and 5 inches (125 mm) maximum from the front edge of the unit, 11 DooriOperi I - - - , - ! I I 11 _. I - I I I � OPTN'Three .1 I I I 1. I � I I -1 11 � 11 . I � � I . - � . I I I � . r I � �cells ''. I I'll, I ..- , , I I I .11 I I .. . . . . *14 - ! I finish floor. 11: I I I , 505.6 Gripping Surface. Handrail gripping surfaces shall be continuous along their length and including bumpers. 14 1 1 11 - I I . I 11 l000rclose, . . 1 401 ELEVATORS 407.3.3.2 Contact. The device shall not require physical contact to be activated, although 11 � I 11 I I �_ � I 11 � 1. I _'I• 11• . : - _ I - - I I 1, I . I I .: � I : I I shall not be obstructed along their tops or sides. The bottoms of handrail gripping surfaces I I I I I 1. � : ... contact is permitted to occur before the door reverses. I 1. I 11 111.1 � I I I I I -, , I I : I , CLOSEFive.celis. -: I - 1: I 11 I - I I .1 I - � � � , .. . , I shall not be obstructed for more than 20 percent of their length. Where provided, horizontal 407.3.3.3 Duration. Door reopening devices shall remain effective for 20 seconds minimum. 11 I Main E I � � I ntry.Floor , , , � I : . . I I , . I I I I 11 I - I I 1, 'IN" Thinse rells , - I I _1. I ''I 11 11 I � , C max 15 min 407.1 General. Elevators shall comply with 407 and with ASME A17.1 (incorporated by I � 11 I , I I �. , , _ * I : �11 I � �: 1: MN projections shall occur 1 1/2 inches (38 mm) minimum below the bottom of the handrail 407.3.4 Door and Signal Timing. The minimum acceptable time from notification that scar I I Z) I -, I I �, I I 11 I - I - I 11L... !" - . I 11-1 . I 11 I 1: - I I :: , r I , ,, :' �. , gripping surface. . - I I . -_ - - Figure 405.9.1 Extended Floor or Ground Surface Edge Protection reference, see "Referenced Standards" in Chapter 1). They shall be passenger elevators as is answering a call or notification of the car assigned at the means for the entry of . I I � . - phone 11 , � 400* , - ': I I 125 ( 1$0 -- I I I I I PH,,oNE,, Fourceits , EXCEPTIONS: �,. classified by ASME A17.1. Elevator operation shall be automatic. I destination information until the doors of that car start to close shall be calculated from I 1. . I 11. I .1 : 1, I ,_ ,� I I I - I 11 I I I I � I I I � . � I " I , 405.9.2 Curb or Barrier. A curb or barrier shall be provided that prevents the passage of a the following equation: I -1 I I I I I I - 1 1. I . 11 I I I 11 11 I - I 11 11 1. Where handrails are provided along walking surfaces with slopes not steeper than 1:20, 1 . 4 inch (100 mm) diameter sphere, where any portion of the sphere is within 4 inches (100 Advisory 407.1 General. The ADA and other Federal civil rights laws require that accessible the bottoms of handrail gripping surfaces shall be permitted to be obstructed along their features be maintained in working order so that they are accessible to and usable by those T = D/(1.5 ft/s) or T = D/(455 mm/s) = 5 seconds minimum where T equals the total 407.4.7.1.4 Visible Indicators. Buttons With floor designations shall be provided with visible entire length where they are integral to crash rails or bumper guards. .. I .11 mm) of the finish floor or ground surface. Figure 405.9.2 Curb or Border Edge Protection people they are intended to benefit. Building owners should note that the ASME Safety Code time in seconds and D equals the distance (in feet or millimeters) from the point in the indicators to show that a call has been registered. The visible indication shall extinguish 2. The distance between horizontal projections and the bottom of the gripping surface shall -------I lobby or corridor 60 inches (1525 mm) directly in front of the farthest call button when the car arrives at the designated floor. 1. I.. _�____l for Elevators and Escalators requires routine maintenance and inspections. Isolated or 407.4.7.2 Keypads. Keypads shall be identified by characters complying with 703.5 and shall be permitted to be reduced by 1/8 inch (3.2 mm) for each 1/2 inch (13 mm) of I � � temporary interruptions in service due to maintenance or repairs may be unavoidable- controlling that car to the centerline of its hoistway door. additional handrail perimeter dimension that exceeds 4 inches (100 mm). however, failure to take prompt action to effect repairs could constitute a violation of EXCEPTIONS: be centered on the corresponding keypad button. The number five key shall have a single 1. For cars with in 13 . 77 _! ----- T Federal laws and these requirements. -car lanterns, T shall be permitted to begin when the signal is Visible raised dot. The dot shall be 0.118 inch (3 mm) to 0.120 inch (3.05 mm) base diameter AdVisory 505.6 Gripping Surface. People with disabilities, older people, and others benefit .. I from the point 60 inches (1525 mm) directly in front of the farthest hall call button and and in other aspects comply with Table 703.3.1. from continuous gripping surfaces that permit users to reach the fingers outward or I . 407.2 Elevator Landing Requirements. Elevator landings shall comply with 407.2. the audible signal is sounded. 407.4.8 Car Position Indicators. Audible and visible car position indicators shall be provided downward to grasp the handrail, particularly as the user senses a loss of equilibrium or X < 4 407.2.1 Call Controls. Where elevator call buttons or keypads are provided, they shall 2. Destination -oriented elevators shall not be required to comply with 407.3.4. in elevator cars. begins to fall. I i =-�-,'k, .,-- 100 comply With 407.2.1 and 309.4. Call buttons shall be raised or flush. 407.3.5 Door Delay, Elevator doors shall remain fully open in response to a car call for 3 407.4.8.1 Visible Indicators. Visible indicators shall comply with 407.4.8.1. r", EXCEPTION: Existing elevators shall be permitted to have recessed call buttons. seconds minimum. 407.4.8.1.1 Size. Characters shall be 1/2 inch (13 mm) high minimum. i Figure 602.5 Drinking Fountain Spout Location . 407.2.1.1 Height. Call buttons and keypads shall be located within one of the reach ranges 407.3.6 Width. The width of elevator doors shall comply with Table 407.4.1. 407.4.8.1.2 Location. Indicators shall be located above the car control panel or above the specified in 308, measured to the centerline of the highest operable part EXCEPTION: In existing elevators, a power -operated car door complying with 404.2.3 shall be door. a: 602.6 Water Flow. The spout shall provide a flow of water 4 inches (100 mm) high 405.9.2 Curb or Barrier Edge Protection EXCEPTION: Existing call buttons and existing keypads shall be permitted to be located at permitted. 407.4.8.1.3 Floor Arrival. As the car passes a floor and when a car stops at a floor served xr� minimum and shall be located 5 inches (125 mm) maximum from the front of the unit. . � 7 54 inches (1370 mm) maximum above the finish floor, measured to the centerline of the 407.4 Elevator Car Requirements. Elevator cars shall comply with 407.4. by the elevator, the corresponding character shall illuminate. E co The angle of the water stream shall be measured horizontally relative to the front face of _rs � - .I ; ri g lir I 405.10 Wet Conditions. Landings subject to wet conditions shall be designed to prevent the - 1,R" I 40fiMi�_V! ginz':- ,gs-miss g!1L0!?4Wiii#_ . T-Mit'i s# M ,,- -_1'!-#4.r--= � q�111 �Iggg�, i -oriented elevators shall not be required to comply with 407.4.8.1.3 IN the unit. Where spouts are located less than 3 inches (75 mm) of the front of the unit, 1. Z P _M,01111 filsl, - - , highest operable part. 407.4.1 Car Dimensions. Inside dimensions of elevator cars and clear width of elevator EXCEPTION: Destination M - '.21 i 7 lls� . .4 accumulation of water. - , U I fg, ! Iii. - ., --sp.T H, ided that the visible indicators extinguish when the call has been answered. r� I W . glogm doors shall comply with Table 407.4.1. %111Z ,mi , ,; .. r i�i '. a provided - . -1 "" s � - = , - � H,� is z fi� -_ 4 � Is the an of the water stream shall be 30 degrees maximum. Where spouts are located � � M"! 407.2.1.2 Size. Call buttons shall be 3/4 inch (19 mm) minimum in the smallest - �_ . .9 Z_:!1--_aa,nMI1,; , s`s� 1�1 EXCEPTION: Existing elevator car configurations that provide a clear floor area of 16 square 407.4.8.1.4 Destination Indicator. In destmation-oriented elevators, a display shall be ,�� MM - dimension. , between 3 inches (75 mm) and 5 inches (125 mm) maximum from the front of the unit, . `sir;Z 1-111NMI'll � 4 1 - H 1!�i!9!E-"i-,iP'.'Fig��i�iHiri�im9�,---'F-'�RI - `_11`11=1!:,R111 feet (1.5 m2) minimum and also provide an inside clear depth 54 inches (1370 mm) provided in the car with visible indicators to show car destinations. - 'if gg- , N PIP; k1f, IsNlmi is -KIN -Is hmpm " " 1 '57- ir `,i , �!�!NT g'i !H, I eM ;000- -IN - '.;�!H_i ,-I,1H-Mffl!�MT -�j,'-N�;N.'a.,T-3,:,",M,.,--, - _-�L I ,� - _ I - _ .,:: EXCEPTION: Existing elevator call buttons shall not be required to comply with 407.2.1.2. _:A the angle of the water stream shall be 15 degrees maximum. ,,, �11 I il�,i 0 _ • + k R0 11N, M, M911 I , I - M Lt ,�_ _40-1-11 , .i Isir" - � I , % - � � 407.4.8.2 Audible Indicators. Audible indicators shall comply with 407.4.8.2. PORMS sl mgil, ; ,54 -.14-0 � _ _,I "' I, - , '; � _� 1 i I 'i R, 4 I H , 411210-,0;M.21r� UM _ _,_ IMM M 7 _4 i - i M 407.2.1.3 Clear Floor or Ground Space. A clear floor or ground space complying with 305 minimum and a clear width 36 inches (915 mm) minimum shall be permitted. 407.4.8.2.1 Signal Type. The signal shall be an automatic verbal annunciator which R'NOMMEM ; ... �: "', is g' ; RUN - - ft 41. uce I I I�, - - I, 1� - �Wisil,I�,rtt;._" ,�! I., - _ M ... il - I i I ,I-- - ""'It '4--s , � - I I shall be v call controls. Table 407.4.1 Elevator Car Dimensions - Advisory 602.6 Water Flow. The purpose of requiring the drinking fountain spout to prod 5011,011 MIN I— *10 r 1-7 ;ff 0-MI-Millm , 'O - - es the floor at which the car is about to stop. IIHMMIM -_MMjff-M1-VM ---- 24-.,H1r."M,g'!1 N-5141!55 I - i, , , "" ,_ , Bmt, 1- - . , " �-;i,t _ I - - - I , I I , 1124 Minimum Dimensions EXCEPTION: For elevators other than destination -oriented elevators that have a rated speed Figure 505.6 Horizontal Projection Below Gripping Surface a flow of water 4 inches (100 mm) high minimum is so that a. cup can be inserted under M - wWMIMM"'i-MMIN i. Advisory 407.2.1.3 Clear Floor or Ground Space. The clear floor or ground space required at - the flow of water to provide a drink of water for an individual who, because of a disability, 5- .. . �Ali=,==s .1, of 200 feet per minute (1 m/s) or less, anon -verbal audible signal with a frequency of 505.7 Cross Section. Handrail gripping surfaces shall have a cross section complying with would otherwise be incapable of using the drinking fountain. 0-w- , "-. -g9991HM_H_11,11_ 51MMU-09MI-IMIKE � - T , i's is = - g - � � 0 , - gim .... N elevator call buttons must remain free of obstructions including ashtrays, plants, and other Door Location Door Clear Width Inside Car, Inside car, Back Inside car, Back I 15. - w� . . � t�L-a-�-Z,i�,;��--��-,!,�-!!�q I M �, - I., . - decorative elements that prevent wheelchair users and others from reaching the call buttons. 1500 Hz maximum which sounds as the car passes or is about to stop at a floor served 505.7.1 or 505.7.2. .. I I i��i�gmmimnlmr- U 1pg1N4T'1=0N Side to Side Wall to Front Wall to Inside ;4z�_--- , I ..# ...... I. �, -, - vi� . . . . . t � ,.- itt - � .- ;q��-:4L,tiw by the elevator shall be permitted. 505.7.1 Circular Cross Section. Handrail gdppin( surfaces with a circular cross section shall 602.7 Drinking Fountains for Standing Persons. Spout outlets of drinking fountains for -� inng� The height of the clear floor or ground space is considered to be a volume from the floor Return Face of Door .1 011"N"I"A41-4 , 1J i.W-,5,-; ��,g,-� ,,m-m-! !!- MR. �_Fi. �, ,s; _ ,��, .ffl R ,I , i�#, gg Im n �5 jw�j L - 0, , ! ,q,,S 4 . ,Z I # ' - lglYs- '- I-r",- ;`1 -'M I-inlw� 1.1- I - a'Z'__ZI -_�'jis. II�Ili - 80 inches (2030 mm) above the floor. Recessed ashtrays should not be placed near - IiI jm��fl ,1H#4,_,i1:, il HN 407.4.8.2.2 Signal Level. The verbal annunciator shall be 10 dB minimum above ambient, have an outside diameter of 1 1/4 inches (32 mm) minimum and 2 inches (51 mm) shall be 38 inches (965 mm) minimum and 43 inches (1090 mm) M --; to . . j�M57. - zi but shall not exceed 80 dB, measured at the annunciator. . 'r. . 14i� t� im - �ffn im4giglg- l'.Z.-mi! I-E Mjlsl!�!I'i , ,ffl4-�-iVfl.,.- � 4iLN�M:,F-!!#M Centered ��i,i�-,, _ mfj. H_ HIM I—. Z M.. ONNIM 'Hi �' j-11; . .. i, R, ,,,� elevator call buttons so that persons who are blind or Visually impaired do not inadvertently 42 inches (1065mm) , 80 inches (2030mm) , 51 inches (1295mm) 54 inches (1370 maximum. ,rHH2;Hsss I - M HU.1.. - ., ... !l 1 ,,� I's A'— !Etis.r,HMMF�Nrif-i maximum above the finish floor or ground. - . � mg `_ " -M � i !:1;ff is �!�� I _� - NNERMHOMIRM I - K_;, . �� I 1;1 , contact them or their contents as they reach for the call buttons. red) 36 inches (915mm)l 68 inches (1725mm) 51 inches (1295mm) 54 inches (1370mm) .1 ; ;s, , r- , 12 - 3 "M .sz� , mm) 407.4.8.2.3 Frequency. The verbal annunciator shall have a frequency of 300 Hz minimum 505.7.2 Non -Circular Cross Sections. Handrail gripping surfaces with anon -circular cross _11-411 IN, - I Side off -centered -.4 pfsig-- .'1Z!P1�m,____is11 ... w mi, '. I. - to 3000 Hz maximum. NUMI I , .i.. .11Y Any section shall have a perimeter dimension of 4 inches (100 mm) minimum and 6 1/4 !!if.! I, I'M t�ow-Wjf-- NfilWAY41 I.... . 1052 - I'l I! .- I 11 I 36 inches (915mm)l 54 inches (1370mm) 80 inches (2030mm) 80 inches (2030mm) 407.4.9 Emergency Communication, Emergency two-way communication systems shall comply -,44's, . MIZE" 14 - - I 01i ifflE -isil . ssUliPPI.MsP=_7-4i±Z 407.2.1.4 Location. The call button that designates the up direction shall be located above inches (160 mm) maximum, and a cross-section dimension of 2 1/4 inches (57 mm) . 4HF".-_��M*,--H�E iits :_ Os I M i _ ' I- iimj�. - - - � 111= Any 36 inches (915mm)l 60 inches (1525mm)2 60 inches (1525mmy 60 inches (1525mmy with 308. Tactile symbols and characters shall be provided adjacent to the device and shall . 2'�_!N e - . yggg- '4 'W'S Q .... the call button that designates the down direction. .,ill' _. " . .60 mgngl ! "TUAN , 'It i _ s maximum. , comply with 703.2. ,sg,� , t "! t 451i,vk EXCEPTION: Destination -oriented elevators shall not be required to comply with 407.2.1.4. 1. A tolerance of minus 5/8 inch (16 mm) is permitted. M1 I �g i;i;ii�!:�-0mig!-s , is I - Is _1� _.... � � - 111 _ H_41�_NHHIIM zM-14 ltr� I � . f �w ins 4 I �171 . r4 2. Other car configurations that provide a turning space complying with 304 with the door closed =9111.`U 11 9 .HM___ It I. 11. I - � � Ll - , � . � � � . ,Hilss iiRHMM, I r---i Advisory 407.2.1.4 Location, Exception. A destinafion-o(iented elevator system provides lobby shall be permitted. 11715 � I - _�_ - R H_ 9TPHITH 1', �,_ , .is -1 stlj�,! HH;M�-PTiM 2 M. i � ! .,12 !,-I MiLHi ,j3p1ig�Aqgiggg!g ... - 11 I. ssr I- ,�?Sp controls enabling passengers to select floor stops, lobby indicators designating which . Effifl- P-MM, -I- .. I- 't�t:?.=Z�-t�,.,,�'!'t-��e,, I"-- � . ifflifliM!MM , MiMT t . 101:11�ARRIMI iq� - _-,M. R � - C1 elevator to use, and a car indicator designating the floors at which the car will stop. - , I . - !Pi,,I= -4� ;sr**##!�tm: �_ i - 0 � 'Mi , 4i'�nm �_ --- - /____� /_i_,: F I FiE71 ��7e-, (:F) I! I. rq Responding cars are programmed for maximum efficiency by reducing the number of stops ` i I INN-5-11 IMMY HHHH1_1 1� � I . . 5 � experiences. IM . . _. . . I - .E g�, �; ti E � M P0. i I HMO ,--;!;I-, ,-- I -� �, ti .. - i 4 �Wi - * I I- "4 - I 7- I, -ii.ts's , ,I 1; I P1 HEIN I '.0 pl;- _-Ais � 4 :. i, Z g; - 11 iu w � . , Hn .. - w I— isil if�mn,-Mffi�-�-'- :s I ;1 - - - I I F. : li I . . � _1 - -, - ; I , I- I's- I I n . 2012 TAS f kF--, I imm I I• �. IN 111 I I 7 ! i'll IT 4. 1 1 11 . I i is r7i n -1 m 11 1. is I 11 I 1111-111 11111 , � 9 � . 1,111 111 R 11 ro t--=-... ---r^. ;fir- 6. 603 TOILET AND $AIRING ROOMS 604 WATER CLOSETS AND TOILET COMPARTMENTS CONT. 604 WATER CLOSETS AND TOILET COMPARTMENTS CONT. 606 LAVATORIES AND SINKS CONY. 103 SIGNS CONT. 103 SIGNS CONT. . ., - r ,t . ;e E, r' _ s 603. 2. = :,t ., s< , 1 General. Toilet a I co t 603. In residential dwelling units rob bars shall I o be required to i toilet 3 Y; ,.•:.__ and bathing rooms shall comply with g , g h I not q be installed n t I t or 604.8.1.2 Doors. Toilet compartment doors, including door hardware, shall comply with 404 3. In residential dwelling units cabinet shall be permitted under lavatories and kitchen ,.,,,, •• Y-e�= -::. • .Y �_�., .._ 9 PY P 9 PY 9 cabinetry P 703.3.2 Position. Braille shall be positioned below the corresponding text. If text is 703.7.2 Symbols. ;Rs ;IM' _�° " ;,,,,, ,,r„= 603.2 Clearances.bathroo s ' ' i f,.. Se, ,. ,-...t.Y. F. Clearances shall comply with 603.2. m rovided that reinforcement has been ins ailed a Is a ca ed so as • • • ' I mpy p t m w I nil to t to except that if the approach is to the latch side of the compartment door, clearance sinks provided that all of the following conditions are met. _ t. ' e a be se a ated 3 8 inch 703.7.2.1 International S mbol of Accessibei .The International Symbol of Accessibility shall �;,.�:r.:�;:3�•.��.��, ,_.r_"..�_��.-�;_- i�,�s��,,,�,,��. multi lined, braille shall be placed below the entire tex Brmll shall II p r / Y �' :.•„ x:xSY:xsY:xF`-==:x:Y=•-rz z:zzPYS"Sx:YSY,:;::x:sax:x- a:Y:• ,.-.•.-x• • .s•.s x- - ex:x su-x-xos-x:s-s x:x:x:: 603.2.1 Turning Space. Turnip space complyingwith 304 shall be provided within the room. permit the installation of grab bars complyingwith 604.5. r ,e g ,_,.., ,� � g . i vi= 9 P 9 P P P 9 between the door side of the compartment and any obstruction shall be 42 inches (1065 (a) the cabinetry can be removed without removal or replacement of the fixture; 9.5 min minimum from an other tactile characters and 3 8 inch 9.5 min minimum comply with Figure 703.7.2.1.,. _ F=., , :--�f ===E� it =_ 603.2.2 Overlap. Required clear floor spaces, clearance at fixtures, and turning space shall 3. In detention or correction facilities, grab bars shall not be required to be installed in min minimum. Doors shall be located in the front artition or in the side wall or partition b the finish floor extends under the cabinetry; and ( ) Y / ( ) '�. ,-HI LL _. s . , be permitted to overlap. housing or holding cells that are specially designed without protrusions for purposes of ) P P O ry. from raised borders and decorative elements. _ ; P P 9 P Y 9 P P rP farthest from the water closet. Where located in the front partition, the door opening shall (c) the walls behind and surrounding the cabinetry are finished. EXCEPTION: Braille provided on elevator car controls shall be se ❑rated 3 16 inch 4.8 mm '` � `� - �� x'.�wl " � 603.2.3 Door Swing. Doors shall not swing into the clear floor space or clearance required suicide prevention. P P / ( ) 1, _ r:.:e_•.,s be 4 inches (100 mm) maximum from the side wall or partition farthest from the water 4. A knee clearance of 24 inches 610 min minimum above the finish floor or round minimum and shall be located either direct) below or adjacent to the corresponding raised - for any fixture. Doors shall be permitted to swing into the required turning space. { ) 9 y f P 9 I °1.closet. Where located in the side wall or partition, the door opening shall be 4 inches (100 shall be permitted at lavatories and sinks used primarily by children 6 through 12 years characters or symbols. figure 703.3.2 Position of Braille I " EXCEPTIONS: Advisory 604.5 Grab Bars Exception 2. Reinforcement must be sufficient to permit the Y Y_ �� ` mm) maximum from the front partition. The door shall be self -closing. A door pull where the rim or counter surface is 31 niches (785 mm) maximum above the finish floor 1. Doors to a toilet room or bathing room for a single occupant accessed only through a installation of rear and side wall grab bars that fully meet all accessibility requirements Irww °e ,, ,,, private office and not for common use or public use shall be permitted to swing into the including, not limited to, required length, installation height, and structural strength. complying with 404.2.7 shall be placed on both sides of the door near the latch. Toilet or ground. AREA O I � � -� � ' ■' P P P 9 9 q 9 9 9 clear floor space or clearance rovided the swing of the door can be reversed to c compartment doors shall not swing into the minimum required compartment area. 5. A parallel approach complying with 305 shall be permitted to lavatories and sinks used I_i E Figure 703.7.2.1 International Symbol of Accessibility � , _ �_- - - ---... p p i g amply 604.5.1 Side Wall. The side wall grab bar shall be 42 inches (1065 min) long minimum, primarily b children 5 ears and younger. u i , Y with 603.2.3. located 12 inches (305 mm) maximum from the rear wall and extending 54 inches (1370 P Y Y Y Y 9 703.7.2.2 International Symbol of TTY. The International Symbol of TTY shall comply with r1 5.i 1 � =3' ` 1Y ; ; 2. Where the toilet room or bathing room is for individual use and a clear floors ace 6. The dip of the overflow shall not be considered in determining knee and toe clearances. ; SFr � 4T1jrPie 9 P min minimum from the rear wall 7. No more than one bowl of a multi -bowl sink shall be required to provide knee and toe `� complying with 305.3 is provided within the room beyond the arc of the door swing, doors q P I 2[ , clearance complying with 306. 1 q � $ 3 x °,,, r { shall be permitted to swing into the clear floor space or clearance required for any fixture. - 606.3 Height. Lavatories and sinks shall be installed with the front of the higher of the rim "`` ''°� `2.~ °`° " "'°`°" "`"```' ` "'"'"'''z d(mri tp 9 9 • • i a Copyright® 2012 TED TROUT ARCHLTECT AND Advisory603.2.3 Door Swing Exception 1. At the time the door is installed, and if the ilea �- �i� df�r or counter surface 34 inches (865 min) maximum above the finish floor or ground, j 9 P X-� __ -1 � EXCEPTIONS: I = » �--------- --- - - 318 ruin ■ • e s s I ASSOCIATES, LTD. dra and iftcations as swing is reversed in the future, the door must meet all the requirements specified in 404. 1370 fatjcr# 1 mstroments of service and remain the of 12 Cif}C ! 1. A lavatory in a toilet or bathing facility for a single occupant accessed aril throw h a t eS w ' y Additionally, the door swing cannot reduce the required width of an accessible route. Also,. ry 9' 9 P Y 9 y' - - "`-'-' ".__-" the Arobiteot. They are not to be used op property avoid violating other building or life safety codes when the door swing is reversed. 3t75 ovate office and not for common use or public use shall not be required to comply with `_. P min m or extensions to this except b P P q PY Win- Figure 703.7.2.2. Figure 703.7.2.2 International Symbol of TTY p k.. � Y -••- i '• , . 606.3. aveement in nriting and with appropriate 603.3 Mirrors. Mirrors located above lavatories or countertops shall be installed with the �"-- Ion --"- �` t , 10D g j g ____ 703.7.2.3 Volume Control Telephones. Telephones with a volume control shall be identified b compensation to the Architect 2. In residential dwellin unit kitchens, sinks that are ad ustable to variable hei hts, 29 P P Y bottom edge of the reflectin surface 40 inches 1015 min maximum above the finish I _, _ - inches (735 mm) minimum and 36 inches (915 mm) maximum, shall be permitted where a pictogram of a telephone handset with radiating sound waves on a square field such as 9 9 ( ) - �' - -- --- - I shown in Figure 703.7.2.3. floor or ground. Mirrors not located above lavatories or countertops shall be installed with I. _._..... rough -in plumbing permits connections of supply and dram pipes for sinks mounted at the Figure 703.3.2 Position of Braille the bottom edge of the reflecting surface 35 inches 890 min maximum above the finish f height of 29 inches (735 mm). g g ( ) � 703.4 Installation Height and Location. Signs with tactile characters shall comply with 703.4. floor or ground. C 18 c 606.4 Faucets. Controls for faucets shall comply with 309. Hand -operated metering faucets 703.4.1 Height Above Finish Floor or Ground. Tactile characters on signs shall be located 48 -• 1;: shall remain open for 10 seconds minimum. - - - � # � P inches (1220 min) minimum above the finish floor or ground surface, measured from theC 0) 1, 1, � I � I � 1 � � 1 � � � I � � I � I • Advisory 603.3 Mirrors. A single full-length mirror can accommodate a greater number of '. ... a 606.5 Exposed Pipes and Surfaces. Water supply and drain pipes under lavatories and sinks baseline of the lowest tactile character and 60 inches (1525 min) maximum above the including children. In order for mirrors to be usable b people who are ambulate ;i shall be insulated or otherwise configured to protect against contact. There shall be no Ql ,®, ;4R people, 9 y P P ry finish floor or ground surface, measured from the baseline of the highest tactile character. *, 0 and people who use wheelchairs, the to edge of mirrors should be 74 inches 1880 min sharp or abrasive surfaces under lavatories and sinks �,,••' N. i P P P 9 ( ) EXCEPTION: Tactile characters for elevator car controls shall not be required to comply with , 0 . p Raj'• minimum from the floor or round. figure 703.7.2.3 Volume Control Telephone : � 703.4.1. : � '� . to 603.4 Coat Hooks and Shelves. Coat hooks shall be located within one of the reach ranges 611 WASHING MACHINES AND CLOT14ES DRIERS 703.7.2.4 Assistive Listening Systems. Assistive listening systems shall be identified by the 6if? 9 Figure 604.5.1 Side Wall Grab Bar at Water Closets International Symbol of Access for Hearing Loss complying with Figure 703.7.2.4. Cc specified in 308. Shelves shall be located 40 inches 1015 min minimum and 48 inches Figure 604.8.1.2 Wheelchair Accessible Toilet Compartment Doors P { ) 611.1 General. Washing machines and clothes dryers shall comply with fill. �' I. 1220 min maximum above the finish floor. 604.5.2 Rear Wall. The rear wall grab bar shall be 36 inches (915 min) long minimum and 604.8.1.3 roach. Coin Compartments shall be arranged ed for left-hand or right-hand ht-hand a roach 611.2 Clear Floor Space. A clear floor or rounds ace complyingwith 305 positioned for 5 ( ) APP P 9 9 PP P 9 P P t� '• extend from the centerline of the water closet 12 inches (305 mm) minimum on one side to the water closet. parallel approach shall be provided. The clear floor or rounds ace shall be centered on �'••.. 7756 604 WATER CLOSETS AND TOILET COMPARTMENTS P PP P 9 P +--- - - -I % AREA OF.,._ _.,...... •fir ••...........•�.�„P and 24 inches (610 mm) minimum on the other side. 604.8.1.4 Toe Clearance. The front partition and at least one side partition shall provide a the appliance. " � REFUGE 0 F 1 604.1 General. Water closets and toilet compartments shall comply with 604.2 through EXCEPTIONS: toe clearance of 9 inches (230 mm) minimum above the finish floor and 6 inches (150 611.3 Operable Parts. Operable parts, including doors, lint screens, and detergent and =_� [ 604.8. 1. The rear grab bar shall be permitted to be 24 inches (610 mm) long minimum, mm) deep minimum beyond the compartment -side face of the partition, exclusive of bleach compartments shall comply with 309. t I EXCEPTION: Water closets and toilet compartments for children s use shall be permitted to centered on the water closet, where wall space does not permit a length of 36 inches (915 partition support members. Compartments for children s use shall provide a toe clearance of 611.4 Height. Top loading machines shall have the door to the laundry compartment located SI E KI 05.29.2013 comply with 604.9. mm) minimum due to the location of a recessed fixture adjacent to the water closet. 12 inches (305 mm) minimum above the finish floor. 36 inches (915 mm) maximum above the finish floor. Front loading machines shall have m !� ;S Figure 703.7.2.4 International Symbol of Access for Hearing Loss 604.2 Location. The water closet shall be positioned with a wall or partition to the rear and 2. Where an administrative authority requires flush controls for flush valves to be located in EXCEPTION: Toe clearance at the front partition is not required in a compartment greater the bottom of the opening to the laundry compartment located 15 inches (380 mm) IT to one side. The centerline of the water closet shall be 16 inches (405 mm) minimum to a position that conflicts with the location of the rear grab bar, then the rear grab bar than 62 inches (1575 mm) deep with a wall -hung water closet or 65 inches (1650 mm) minimum and 36 inches (915 mm) maximum above the finish floor. 1. 104 TELEPHONES 18 inches (455 mm) maximum from the side wall or partition, except that the water closet shall be permitted to be split or shifted to the open side of the toilet area. deep with a floor -mounted water closet. Toe clearance at the side partition is not required shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum from the side in a compartment greater than 66 inches (1675 mm) wide. Toe clearance at the front 704.1 General. Public telephones shall comply with 704. wall or partition in the ambulatory accessible toilet compartment specified in 604.8.2. Water partition is not required in a compartment for children's use that is greater than 65 inches :,- Figure 703.4.1 Height of Tactile Characters Above Finish Floor or Ground 704.2 Wheelchair Accessible Telephones. Wheelchair accessible telephones shall comply with closets shall be arranged for a left-hand or right-hand approach. ' min (1650 mm) deep. o . e .._..______ _ 704 2 015 703.4.2 Location. Where a tactile sign is provided at a door, the sign shall be located 704.2.1 Clear Floor or Ground Space. A clear floor or ground space complying with 305 4 Amin _......,...in X �? �?? alongside the door at the latch side. Where a tactile sign is provided at double doors with iT1 1 ; S V ti " one active leaf, the sin shall be located on the inactive leaf. Where a tactile sin is shall be provided. The clear floor or ground space shall not be obstructed by bases, " ,- m r LO 9 g enclosures, or seats. #��x I„af I- ' �' { ` provided of double doors with two active leafs, the sign shall be located to the right of the r" _ � } right hand door. Where there is no wall space at the latch side of a single door or at the Advisory 704.2.1 Clear Floor or Ground Space. Because clear floor and ground space is E required to be unobstructed, telephones, enclosures and related telephone book storage �.,...,x, ,- Partition partition I right side of double doors, signs shell be located on the nearest adjacent wall. Signs ,. 'l° 1 ' "' cannot encroach on the required clear floor or ground space and must comply with the - - - - € containing tactile characters shall be located so that a clear floor space of 18 inches (455 I i 6 min 6 min 1 revisions for protruding objects. (See Section 307). mm) minimum by 18 inches {455 mm) minimum, centered on the tactile characters, is P P ' �""`"co""'"`� �o f � � � � 704.2.1.1 Parallel Approach. Where a parallel approach is provided, the distance from the € p l08 'Ifltg front loading provided beyond the arc of any door swing between the closed position and 45 degree edge of the telephone enclosure to the face of the telephone unit shall be 10 inches (255 CLIENT- € open position. I € mm) maximum. I � InEs�fi;sfe1 € EXCEPTION: Signs with tactile characters shall be permitted on the push side of doors with ' g min 12 min I Figure 611.4 Height of Laundry Compartment Opening closers and without hold -open devices. side 1J ,'0'"" 6_nnir# d-open -�--- k,! as I i t s rk C __ ��_ __ _� �� tii ifE�.#t I min �03 SIGNS 1.1550 �� d . � 18 min , .� i� _.- - ._ i b 703.1 General. Signs shall comply with 703. Where both visual and tactile characters are I 1 �5,. , �''` C( i� (� try required either one sign with both visual and tactile characters, or two separate signs, one { i I I I -fib+ �1 _ _1 _9 _ elevation elevation dart i_ 4_I � - I 1 Figure 604.5.2 Rear Wall Grab Bar at Water Closets with visual, and one with tactile characters, shall be provided. 9 adult children 4�1 L__..�_._.._.-....._"I 405-4 5 430>�8;5 703.2 Raised Characters. Raised characters shall comply with 703.2 and shall be duplicated �+ ntereci on flush flush Controls. Flush controls shall be hand operated or automatic. Hand operated Figure 604.8.1.4 Wheelchair Accessible Toilet Compartment Toe Clearance in braille complying with 703.3. Raised characters shall be installed in accordance with tactile. character PROJECT NAME flush controls shall comply with 309. Flush controls shall be located on the open side of 703.4. Figure 704.2.1.1 Parallel Approach to Telephone �. the water closet except in ambulatory accessible compartments complying with 604.8.2. 604.8.1.5 Grab Bars. Grab bars shall comply with 609. A side -wall grab bar complying with % 1 8 min 704.2.1.2 Forward Approach. Where a forward approach is provided, the distance from the eelcha1 ambula.'�OI" 604.5.1 shall be provided and shall be located on the wall closest to the water closet. In Advisory 703.2 Raised Characters. Signs that are designed to be read by touch should not 4s front edge of a counter within the telephone enclosure to the face of the telephone unit Advisory 604.6 Flush Controls. If plumbing valves are located directly behind the toilet seat, addition, a rear -wall grab bar complying with 604.5.2 shall be provided. have sharp or abrasive edges. shall be 20 inches (510 mm) maximum. NORTHGATE flush valves and related plumbing can cause injury or imbalance when a person leans back 604.8.2 Ambulate Accessible Compartments. Ambulate accessible compartments shall Figure 703.4.2 Location of Tactile Signs at Doors C��`��'l� ��Iwater Ambulatory P Ambulatory P against them. To prevent causing injury or imbalance, the plumbing can be located behind comply with 604.8.2. 703.2.1 Depth. Raised characters shall be 1/32 inch (0.8 mm) minimum above their PROPER water k seo walls or to the side of the toilet; or if approved by the local authority having jurisdiction, 604.8.2.1 Size. Ambulatory accessible compartments shall have a depth of 60 inches (1525 background. 703.5 Visual Characters. Usual characters shall comply with 703.5. provide a toilet seat lid. EXCEPTION: Where visual characters comply with 703.2 and are accompanied by braille APARTMENTS min) minimum and a width of 35 inches (890 min) minimum and 37 inches (940 min) 703.2.2 Case. Characters shall be uppercase. complying with 703,3, they shall not be required to comply with 703.5.2 through 703.5.9.0 max Figure 604.2 Water Closet Location maximum. 703.2.3 Style. Characters shall be sons serif. Characters shall not be italic, oblique, script, 703.5.1 Finish and Contrast. Characters and their background shall have anon- lore finish. 1 510 604.7 Dispensers. Toilet paper dispensers shall comply with 309.4 and shall be 7 inches 9 9 604.8.2.2 Doors. Toilet compartment doors, including door hardware, shall comply with 404, highly decorative, or of other unusual forms. Characters shall contrast with their background with either light characters on a dark 9 9 604.3 Clearance. Clearances around water closets and in toilet compartments shall comply (180 min) minimum and 9 inches (230 min) maximum in front of the water closet except that if the approach is to the latch side of the compartment door, clearance 703.2.4 Character Proportions. Characters shall be selected from fonts where the width of11 ` with 604.3. measured to the centerline of the dispenser. The outlet of the dispenser shall be 15 inches " " background or dark characters on a light background. between the door side of the compartment and any obstruction shall be 42 inches (1065 the uppercase letter 0 is 55 percent minimum and 110 percent maximum of the height Advisory 703.5.1 Finish and Contrast. Signs are more legible for persons with low vision ; 604.3.1 Size. Clearance around a water closet shall be 60 inches (1525 min) minimum (380 min) minimum and 48 inches (1220 min) maximum above the finish floor and shall mm) minimum. The door shall be self -closing. A door pull complying with 404.2.7 shall be of the uppercase letter "I". when characters contrast as much as possible with their background. Additional factors measured perpendicular from the side wall and 56 inches (1420 min) minimum measured not be located behind grab bars. Dispensers shall not be of a type that controls delivery or laced on both sides of the door near the latch. Toilet compartment doors shall not swing 703.2.5 Character Height. Character height measured vertical) from the baseline of the P 9 I ' from the rear wall. that does not allow continuous paper flow. P P 9 9 9 Y affecting the ease with which the te> t can be distinguished from its background include I perpendicular into the minimum required compartment area. character shall be 5/8 inch (16 mm) minimum and 2 inches (51 mm) maximum based on shadows cast by lighting sources, surface glare, and the uniformity of the text and its - rip - Advisory 604.7 Dispensers. If toilet paper dispensers are installed above the side wall grab 604.8.2.3 Grab Bars. Grab bars shall comply with 609. A side -wall grab bar complying with the height of the uppercase letter "I". background colors and textures. 604.5.1 shall be provided on both sides of the compartment. EXCEPTION: Where separate raised and visual characters with the same information are 703.5.2 Case. Characters shall be uppercase or lowercase or a combination of both. Figure 704.2.1.2 Forward Approach to Telephone bar, the outlet of the toilet paper dispenser must be 48 inches (1220 min) maximum PROJECT LOCATION: -- above the finish floor and the top of the gripping surface of the grab bar must be 33 provided, raised character height shall be permitted to be 1/2 inch (13 mm) minimum. 703.5.3 Style. Characters shall be conventional in form. Characters shall not be italic, 704.2.2 Operable Parts. Operable parts shall comply with 309. Telephones shall have oblique0, script, highly decorative, or of other unusual forms. push-button controls where such service is available. inches (840 min) minimum and 36 inches (915 min) maximum above the finish floor. 703.5.4 Character Proportions. Characters shall be selected from fonts where the width of 704.2.3 Telephone Directories. Telephone directories, where provided, shall be located in TAUBER ROAD ) the uppercase letter "O" is 55 percent minimum and 110 percent maximum of the height accordance with 309. _.,1- - - " COLLEGE STATION TEXAS f of the uppercase letter I". 704.2.4 Cord Length. The cord from the telephone to the handset shall be 29 inches (735 s I t E `' 703.5.5 Character Height. Minimum character height shall comply with Table 703.5.5. Viewing mm) long minimum. W, I I 0 distance shall be measured as the horizontal distance between the character and an 704.3 Volume Control Telephones. Public telephones required to have volume controls shall La I l obstruction preventing further approach towards the sign. Character height shall be based be equipped with a receive volume control that provides a gain adjustable up to 20 d6 ,. ,._._...._._..._._....._..........__.....--.._-..---_.... , i- "I". a I t`*d on the uppercase letter I . minimum. For incremental volume control, provide at least one intermediate step of 12 dB r -- m _____" _ (go Table 703.5.5 �sua) Character Height of gain minimum. An automatic reset shall be provided. I Advisory 704.3 Volume Control Telephones. Amplifiers on pay phones are located in the base - f Height to Finish Floor or Horizontal Mewing Distance Minimum Character Height _ _I �, �, W <� �, -.-.- or the handset or are built into the telephone. Most are operated by pressing a button or E esosae Ground From key. If the microphone in the handset is not being used, a mute button that temporarily r Baseline of Character 0 fl eta -- turns off the microphone can also reduce the amount of background noise which the "" " 1/1,111* I t sr 40 inches 1015 min to less less than 72 inches 1830 min 5 8 inch 16 mm DATE ISSUE 1525 ,a'` ( ) ( ) / ( ) person hears in the earpiece. If a volume adjustment is provided that allows the user to Figure 703.2.5 Height of Raised Characters than or equal to 70 inches 72 inches (1830 mm) and greater 5/8 inch (16 mm), plus 1/8 inch (3.2 set the level anywhere from the base volume to the upper requirement of 20 dB, there is O$.29.2013 ISSUE FOR PERMIT (1780 mm) min per foot 305 min of viewing no need to specify a lower limit, If a stepped volume control is provided,one of the 703.2.6 Stroke Thickness. Stroke thickness of the uppercase letter "I" shall be 15 percent ) P ( ) 9 P �' PP Figure 604.3.1 Size of Clearance at Water Closets maximum of the height of the character. distance above 72 inches(1830 mm) intermediate levels must provide 12 dB of gain. Consider compatibility issues when matching 7-0 703.2.7 Character Spacing. Character spacing shall be measured between the two closest Greater than 70 inches 1780 less than 180 inches 4570 min 2 inches 51 min an amplified handset with a phone or phone system. Amplified handsets that can be 604.3.2 Overlap. The required clearance around the water closet shall be permitted to Figure 604.8.2 Ambulatory Accessible Toilet Compartment ( ( ) ( ) switched with a telephone handsets are available. Portable and in -line amplifiers can be P q P .points of adjacent raised characters within a message, excluding word spaces. Where pay P P 180-230 mm) to less than or equal to 180 inches 4570 min and greater 2 inches 51 min , plus 1 8 inch 3.2 overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, 604.8.3 Coat Hooks and Shelves. Coat hooks shall be located within one of the reach characters have rectangular cross sections, spacing between individual raised characters shall ( ) 9 ( ) P / ( used with some phones but are not practical at most public phones covered by these 120 inches (3050 min) min per foot 305 min of Viewing coat hooks, shelves, accessible routes, clear floors ace and clearances required at other ) P ( ) 9 requirements. P q ranges specified in 308. Shelves shall be located 40 inches (1015 min) minimum and 48 be 1/8 inch (3.2 min} minimum and 4 times the raised character stroke width maximum. distance above 180 inches 4570 min q fixtures, and the turning space. No other fixtures or obstructions shall be located within the ( ) 704.4 TTYs. TTYs required at a public pay telephone shall be permanently affixed within, or Figure 604.7 Dispenser Outlet Location inches (1220 min) maximum above the finish floor. Where characters have other cross sections, spacing between individual raised characters required water closet clearance. greater than 120 inches less than 21 feet (6400 mm) 3 inches (75 mm) adjacent to, the telephone enclosure. Where an acoustic coupler is used, the telephone cord EXCEPTION: In residential dwelling units, a lavatory complyingwith 606 shall be permitted on 604.8 Toilet Compartments. Wheelchair accessible toilet compartments shall meet the shall u 1 at inch (1.6 min) minimum and 4 times the raised character stroke width _ 9 ry P P P 3050 min shall be sufficiently long to allow connection of the TTY and the telephone receiver. maximum at the base of the cross sections, and 1/8 inch (3.2 min) minimum and 4 ( ) 21 feet (G400 min) and greater 3 inches (75 min), plus 1/8 inch (3.2 the rear wall 18 inches (455 mm) minimum from the water closet centerline where the requirements of 604.8.1 and 604.8.3. Compartments containing more than one plumbing 605 URINALS Advisory 704.4 TTYs. Ensure that sufficient electrical service is available where TTYs are to times the raised character stroke width maximum at the top of the cross sections. min) per foot (305 mm) of viewing clearance at the water closet is 66 inches (1675 mm) minimum measured perpendicular fixture shall comply with 603. Ambulatory accessible compartments shall comply with 604,8.2 be installed. and 604.8.3. Characters shall be separated from raised borders and decorative elements 3/8 inch (9.5 distance above 21 feet (6400 min) from the rear wall. 605.1 General. Urinals shall comply with 605. 704.4.1 Height. When in use, the touch surface of TTY keypads shall be 34 inches (865 604.8.1 Wheelchair Accessible Compartments. Wheelchair accessible compartments shall mm) minimum. min) minimum above the finish floor. Advise 604.3.2 Overlap. When the door to the toilet room is laced direct) in front of the comply with 604.8.1. 703.2.8 Line Spacing. Spacing between the baselines of separate lines of raised characters 703.5.6 Height From Finish Floor or Ground. Visual characters shall be 40 inches (1015 Advisory p p y Advisory 605.1 General. Stall -type urinals provide greater accessibility for a broader range EXCEPTION: Where seats are provided, TTYs shall not be required to comply with 704.4.1. water closet the water closet cannot overlapthe required maneuvering clearance for the 604.8.1.1 Size. Wheelchair accessible compartments shall be 60 inches (1525 mm) wide within a message shall be 135 percent minimum and 170 percent maximum of the raised mm) minimum above the finish floor or ground. q g of persons, including people of short stature. Advisory 704.4.1 Height. A telephone with a TTY installed underneath cannot also be a wheelchair door inside the room. minimum measured perpendicular to the side wall, and 56 inches (1420 mm) deep character height. EXCEPTION: Visual characters indicating elevator car controls shall not be required to comply accessible telephone because the required 34 inches (865 mm) minimum keypad height can with 703.5.6. ith 703 l ll hcomply w.3 and 703.4. d 2shall d d (G t t shall b h Brai lle Braille. 3 Brae. rae sae contracted (Grade ) an minimum for wall hung water closets and 59 inches (1500 min) deep minimum for floor 605.2 Height and Depth. Urinals shall be the stall -type or the wall -hung type with the rim 703."" causes the highest operable part of the telephone, usually the coin slot, to exceed the maximum 703.3.1 Dimensions and Capitalization. Braille dots shall have a domed or rounded shape 703.5.7 Stroke Thickness. Stroke thickness of the uppercase letter I shall be 10 percent mounted water closets measured perpendicular to the rear wall. Wheelchair accessible 17 inches (430 min) maximum above the finish floor or ground. Urinals shall be 13 1/2 permitted side and forward reach ranges. (See Section 308). '18 in r - r and shall comply with Table 703.3.1. The indication of an uppercase letter or letters shall minimum and 30 percent maximum of the height of the character. k compartments for children s use shall be 60 inches (1525 min) wide minimum measured inches (345 min) deep minimum measured from the outer face of the urinal rim to the Advisory 704.4.1 Height Exception. While seats are not required at TTYs, reading and typing only be used before the first word of sentences, proper nouns and names, individual letters 703.5.8 Character Spacing. Character spacing shall be measured between the two closest 45� perpendicular to the side wall, and 59 inches (1500 min) deep minimum for wall hung and back of the fixture. at a TTY is more suited to sitting than standing. Facilities that often provide seats at TTY's floor mounted water closets measured perpendicular to the rear wall. of the alphabet, initials, and acronyms. points of adjacent characters, excluding word spaces. Spacing between individual characters include, but are not limited to, airports and other passenger terminals or stations, courts, P rP shall be 10 percent minimum and 35 percent maximum of character height. Table 703.3.1 Braille Dimensions art galleries, and convention centers. 3; ( I11iIt 703.5.9 Line Spacing. Spacing between the baselines of separate lines of characters within Advise 604.8.1.1 Size. The minimum space required in toilet compartments is provided so r Measurement Range Minimum in Inches 704.5 TTY Shelf. Public pay telephones required to accommodate portable TTYs shall be " Advisory P q P P 345 __ N1 a message shall be 135 percent minimum and 170 percent maximum of the character �' that a person using a wheelchair can maneuver into position at the water closet. This Maximum in Inches equipped with a shelf and an electrical outlet within or adjacent to the telephone enclosure. I P 9 P �-;t- height. i i 1 space cannot be obstructed by baby changing tables or other fixtures or conveniences, Dot base diameter 0.059 (1.5 min) to 0.063 (1.6 min) 703.6 Pictograms. Pictograms shall comply with 703.6. The telephone handset shall be capable of being placed flush on the surface of the shelf. ( I i �.) i except as specified at 604.3.2 (Overlap). If toilet compartments are to be used to house Distance between two 0.090 (2.3 mm) to 0.100 (2.5 mm) The shelf shall be capable of accommodating a TTY and shall have 6 inches (150 mm) ) dots in the same cell' 703.6.1 Pictogram Field. Pictograms shall have a field height of 6 inches (150 mm) ( •--.__.,�: fixtures other than those associated with the water closet, they must be designed to exceed minimum. Characters and braille shall not be located in the pictogram field. minimum vertical clearance above the area where the TTY is to be placed. the minimums ace requirements. Convenience fixtures such as baby changing tables must I i P q Y 9 9 Distance between corresponding 0.241 (6.1 min) to 0.300 (7.6 min) _ also be accessible to people with disabilities as well as to other users. Toilet compartments 1 171i�dC dots in adjacent cells' --- 105 DETECTADLE WARNINGS that are designed to meet, and not exceed, the minimum space requirements may not --- W provide adequate space for maneuvering into position at a baby changing table. 43a Dot height 0.025 (0.6 mm) to 0.037 (0.9 mm) 0 705.1 General. Detectable warnings shall consist of a surface of truncated domes and shall � I Distance between corresponding dots 0.395 (10 min) to 0.400 (10.2 min) � comply with 705. from one cell directly below# o PY �? 705.1.1 Dome Size. Truncated domes in a detectable warning surface shall have a base 1. Measured center to center diameter of 0.9 inch (23 mm) minimum and 1.4 inches (36 mm) maximum, a top r Eu rr _ HKIREN 'Ir�� (I�,1 diameter of 50 percent of the base diameter minimum to 65 percent of the base diameter I s = r� r a h x I �weII hung tWe stall tyke, RL _. _ 4 maximum, and a height of 0.2 inch (5.1 min). i 3=_ ri istspiamm�spchC,ng uis!cobnttreeaf#s 705.1.2 Dome Spacing. Truncated domes in a detectable warning surface shall have a ~ �`� 11e, E 2 = g s. '� e � .. rid}dGeni.CeGs m #F� »tip oal9 , U0Figure 605.2 Height and Depth of Urinals.- not in center -to -center spacing of 1.6 inches (41 min) minimum and 2.4 inches (61 min) t, r tF 0 mi, Q r ...,..f � i0kragk / pratogram �� F ; . .la �11�ic >I .« maximum, and a base -to -base spacing of 0.65 inch (17 mm) minimum, measured between H 3, 1.s �_ * -1 field pi � � I - _- 1525 605.3 Clear Floor Space. A clear floor or ground space complying with 305 positioned for d I i�gt r,�enuets •' the most adjacent domes on a square grid. ,g_ ,, 3 T Y4 1141�011111, e :ems, ., forward approach shall be provided. "" ( ~� " ' -` ^rY ` F- - 1nih�sain `04, t� ,� ,6 #b, I s1. 705.1.3 Contrast. Detectable warning surfaces shall contrast visually with adjacent walking 605.4 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated ti,,,, btankcesspace Figure 703.6,1 Pictogram Field surfaces either light -on -dark, or dark -on -light. I 1A�' M Closet Clearance in Residential Dwelling Units r '." � ' * -41_", Figure 604.3.2 (Exception) Overlap of Water CI g _. ��Y�� flush controls shall comply with 309. 703.6.2 Finish and Contrast. Pictogram and their field shall have a non -glare finish. Pictograms ,_.:: �, r9isecf„r9tltr 1:8 2:4 e f r d!st rast+va n�sMpondingdoft .4 shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on 41-51 r, 604.4 Seats. The seat height of a water closet above the finish floor shall be 17 inches ( - ra�e�e 'e'f by lsixr¢w 1_ _ ' . gas ewmxim alight field. nip aamet�rx I� t 1.6,24 I $ T r ri 606 AVAT I A : rr>. I ` _ --- - ------ o_ss In �-____ s -r t �3 430 min minimum and 19 niches 485 min maximum measured to the top of the seat. i L OR ES AND SINKS1."` Adviso 703.6.2 Finish and Contrast. Si Signs are more le able for persons with low vision when ' '�a`p"' a2 �`'' 1 e r_ �_ Advisory 9 9 P .c k 3 ( ) ( ) ""'* . 3`• ' y53._ :iFf: tflr3C[i'dPiy L•m dlafretQr of - x "S Y S'SY t•E3� S r:` 3 Seats shall not be sprung to return to a lifted position. ( __. ,..w .,. -_ . characters contrast as much as possible with their background. Additional factors affecting the as 1 a iza as�,mi �"' L ' L f iP€ 606.1 General. Lavatories and sinks shall comply with 606. ease with which the text can be distinc cashed from its back round include shadows cast b �'�_` a a o a _ : re.� = r EXCEPTIONS: I Advise 606,1 General. If sea and towel dispensers are provided, the must be located I 9 Y 4a; 1 "_ _ .-W A 1. A water closet in a toilet room for a single occupant accessed only through a private (Y 110111 a 1111lC1 Advisory P P P Y lighting sources, surface glare, and the uniformity of the text and background colors and textures. tenon roi a 3t=,1�, _ -a___- _11 w-,-•--�• - 4� ___"•• • -•_- w • •w- "w - within a re specified in 308. Locate soap and towel dispensersso that t e r,.: 2. , g ., office and not for common use or public use shall not be required to comply with 604.4. i nth reach ranges specifi p t w I they je arged) Wan iI -Y . P q PY 123 €Figure 703.3.1 Braille Measurement 703.6.3 Text Descriptors. Pictograms shall have text descriptors located directly below the Y 2. In residential dwellih units the height of water closets shall be permitted to be 15 are conveniently usable by a person at the accessible lavatory. l� 4 �,,r r= _e ,2 " 9 9 P (a) (I?) 703.3.2 Position. Braille shall be positioned below the corresponding ondin text. If text is pictogram field. Text descriptors shall comply with 703.2, 703.3 and 703.4. Fi ure 705.1 Size and S acin of Truncated Domes - r ' Y Z. MI.H. °_ 606.2 Clear Floor Space. A clear floor space complying with 305, positioned for a forward P P 9 703.7 S Symbols of Accessibil . Symbols of accessible shall comply with 703.7. 9 P 9 I `-~ °- °'• "- °' -- k w r�wzr inches (380 mm) minimum and 19 inches (485 mm) maximum above the finish floor adult wall hun adu t floor r1 ounted water closet •_ • y ty y accessibility p y approach, and knee and toe clearance complying with 306 shall be provided. multi -lined, braille shall be placed below the entire text. Braille shall be separated 3/8 inch -- _ -- , measured to the top of the seat. F 703.7.1 Finish and Contrast. Symbols of accessibility and their background shall have anon -glare 705.2 Platform Edges. Detectable warning surfaces at platform boarding edges shall be 24 � _ �° - 2 R T-, water closet t 01`€€ICI€ 3Ci water doset 9.5 min minimum from an other tactile characters and 3 8 inch 9.5 min minimum uY ,� 2: . �y-M H r"i 604.5 Grab Bars. Grab bars for water closets shall comply I with 609. Grab bars shall be EXCEPTIONS. ( ) Y / ( ) finish. Symbols of accessibility shall contrast with their background with either a light symbol on a inches (610 mm) wide and shall extend the full length of the public use areas of the F, tr �Y Y .; ' �� y 3 r provided on the side wall closest to the water closet and the rear wall. 1. A parallel approach complying with 305 shall be permitted to ❑kitchen sink in a space from raised borders and decorative elements. igggin- dark background or a dark symbol on a light background. platform. �e_m ii „ s3 i a,r aXi ` YY O P where a cook top or conventional range is not provided and to wet bars. EXCEPTION: Braille provided on elevator car controls shall be separated 3/16 inch (4.8 min) Advise 703.7.1 Finish and Contrast. Si ns are more le ible for ersons with low vision wheni elrE F, fi� s _ :; Y E' ,`r �' EXCEPTIONS: ry 9 9 P C n Figure 604.8.1.1 Size of Wheelchair Accessible Toilet Compartment = ' _ _: gjp "__' . _ r,, i =I =. P 2. A lavatory in a toilet room or bathing facility for a single occupant accessed aril minimum and shall be located either direct) below or adjacent to r:.....___ ._....- ,.....,.- > ..,. 3.-,. 1. Grab bars shall not be required to be installed in a toilet room for a single occupant rY 9 Y 9 P Y y i the corresponding raised characters contrast as much as possib a with their background. Additional factors affecting the E rY , e through a private office and not for common use or public use shall not be required to characters or symbols. Figure 703.3.2 Position of Braille ease with which the text can be distincYistei 'r 2 �� ter.=� s : r s accessed only through a private office and not for common use or public use provided that )wished from its background include shadows cast by I provide knee and toe clearance complying with 306. i r i e c _lf� reinforcement has been installed in walls and located so as to permit the installation of lighting sources, surface glare, and the uniformity of the text and background colors and textures. 1//� !/�� 1 3= •3 _ � _ -z grab bars complying with 604.5.,ffl201I� IAV „t: ,Y'E h t 14 i 5 S 3 i _ Rll� m M. v o 903 BENCHES 1008 PLAT AREAS 803 DRESSING, FITTING AND LOCKER ROOMS 803.1 General. Dressing, fitting, and locker rooms shall comply with 803. Advisory 803.1 General. Partitions and doors should be designed to ensure people using accessible dressing and fitting rooms privacy equivalent to that afforded other users of the facility. Section 903.5 requires dressing room bench seats to be installed so that they are at the some height as a typical wheelchair seat, 17 inches (430 mm) to 19 inches (485 mm). However, wheelchair seats can be lower than dressing room benches for people of short stature or children using wheelchairs. 803.2 Turning Space. Turning space complying with 304 shall be provided within the room. 803.3 Door Swing. Doors shall not swing into the room unless a clear floor or ground space complying with 305.3 is provided beyond the arc of the door swing. 803.4 Benches. A bench complying with 903 shall be provided within the room. 803.5 Coat Hooks and Shelves. Coat hooks provided within the room shall be located within one of the reach ranges specified in 308. Shelves shall be 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above the finish floor or ground. 804 KITCHENS AND KITCHENETTES 804.1 General. Kitchens and kitchenettes shall comply with 804. 804.2 Clearance. Where a pass through kitchen is provided, clearances shall comply with 804.2.1. Where a U-shaped kitchen is provided, clearances shall comply with 804.2.2. EXCEF91ON: Spaces that do not provide a cooktop or conventional range shall not be required to comply with 804.2. Advisory 804.2 Clearance. Clearances are measured from the furthest projecting face of all opposing base cabinets, counter tops, appliances, or walls, excluding hardware. 804.2.1 Pass Through Kitchen. In ass through itches where g p g kitchens wh r counters, appliances or cabinets are on two opposing sides, or where counters, appliances or cabinets are opposite a parallel wall, clearance between all opposing base cabinets, counter tops, appliances, or walls within kitchen work areas shall be 40 inches (1015 mm) minimum. Pass through kitchens shall have two entries. 1 0.1 5 Figure 804.2.1 Pass Through Kitchens 804.2.2 U-Shaped. In U-shaped kitchens enclosed on three contiguous sides, clearance between all opposing base cabinets, counter tops, appliances, or walls within kitchen work areas shall be 60 inches (1525 mm) minimum. 1525 1525 (a) (b) Figure 804.2.2 U-Shaped Kitchens 165 2012 Texas Accessibility Standards " Effective March 15, 2012 . Texas Department of Licensing and Regulation 804.3 Kitchen Work Surface. In residential dwelling units required to comply with 809, at least one 30 inches (760 mm) wide minimum section of counter shall provide a kitchen work surface that complies with 804.3. 804.3.1 Clear Floor or Ground Space. A clear floor space complying with 305 positioned for a forward approach shall be provided. The clear floor or ground space shall be centered on the kitchen work surface and shall provide knee and toe clearance complying with 306. EXCEPTION: Cabinetry shall be permitted under the kitchen work surface provided that all of the following conditions are met: (a) the cabinetry can be removed without removal or replacement of the kitchen work surface; (b) the finish floor extends under the cabinetry; and (c) the walls behind and surrounding the cabinetry are finished. 804.3.2 Height. The kitchen work surface shall be 34 inches (865 mm) maximum above the finish floor or ground. EXCEPTION: A counter that is adjustable to provide a kitchen work surface at variable heights, 29 inches (735 mm) minimum and 36 inches (915 mm) maximum shall be permitted. 804.3.3 Exposed Surfaces. There shall be no sharp or abrasive surfaces under the work surface counters. 804.4 Sinks. Sinks shall comply with 606. 804.5 Storage. At least 50 percent of shelf space in storage facilities shall comply with 811. 804.6 Appliances. Where provided, kitchen appliances shall comply with 804.6. 804.6.1 Clear Floor or Ground Space. A clear floor or ground space complying with 305 shall be provided at each kitchen appliance. Clear floor or ground spaces shall be permitted to overlap. 804.6.2 Operable Parts. All appliance controls shall comply with 309. EXCEPTIONS: 1. Appliance doors and door latching devices shall not be required to comply with 309.4. 2. Bottom -hinged appliance doors, when in the open position, shall not be required to comply with 309.3. 804.6.3 Dishwasher. Clear floor or ground space shall be positioned adjacent to the dishwasher door. The dishwasher door, in the open position, shall not obstruct the clear floor or ground space for the dishwasher or the sink. 804.6.4 Range or Cooktop. Where a forward approach is provided, the clear floor or ground space shall provide knee and toe clearance complying with 306. Where knee and toe space is provided, the underside of the range or cooktop shall be insulated or otherwise configured to prevent bums, abrasions, or electrical shock. The location of controls shall not require reaching across burners. 804.6.5 Oven. Ovens shall comply with 804.6.5. 804.6.5.1 Side -Hinged Door Ovens. Side -hinged door ovens shall have the work surface required by 804.3 positioned adjacent to the latch side of the oven door. 804.6.5.2 Bottom -Hinged Door Ovens. Bottom -hinged door ovens shall have the work surface required by 804.3 positioned adjacent to one side of the door. 804.6.5.3 Controls. Ovens shall have controls on front panels. 804.6.6 Refrigerator/Freezer. Combination refrigerators and freezers shall have at least 50 percent of the freezer space 54 inches (1370 mm) maximum above the finish floor or ground. The clear floor or ground space shall be positioned for a parallel approach to the space dedicated to a refrigerator/freezer with the centerline of the clear floor or ground space offset 24 inches (610 mm) maximum from the centerline of the dedicated space. 811 STORAGE 811.1 General. Storage shall comply with 811. 811.2 Clear Floor or Ground Space. A clear floor or ground space complying with 305 shall be provided. 811.3 Height. Storage elements shall comply with at least one of the reach ranges specified in 308. 811.4 Operable Parts. Operable parts shall comply with 309. 903.1 General. Benches shall comply with 903. 903.2 Clear Floor or Ground Space. Clear floor or ground space complying with 305 shall be provided and shall be positioned at the end of the bench seat and parallel to the short axis of the bench. 903.3 Size. Benches shall have seats that are 42 inches (1065 mm) long minimum and 20 inches (510 mm) deep minimum and 24 inches (610 mm) deep maximum. 903.4 Back Support. The bench shall provide for back support or shall be affixed to a wall. Back support shall be 42 inches (1065 mm) long minimum and shall extend from a point 2 inches (51 mm) maximum above the seat surface to a point 18 inches (455 mm) minimum above the seat surface. Back support shall be 2 1/2 inches (64 mm) maximum from the rear edge of the seat measured horizontally. Advisory 903.4 Back Support. To assist in transferring to the bench, consider providing grab bars on a wall adjacent to the bench, but not on the seat back. If provided, grab bars cannot obstruct transfer to the bench. �9 053 a ,� iV >v I . 21/ max /�, t 2- r�} . 9 j F Y. 1 (a) (b) Figure 903.4 Bench Back Support 903.5 Height. The top of the bench seat surface shall be 17 inches (430 mm) minimum and 19 inches 5 e the finish floor or round. (48 min) maximum above g 903.6 Structural Strength. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the seat, fastener, mounting device, or supporting structure. 903.7 Wet Locations. Where installed in wet locations, the surface of the seat shall be slip resistant and shall not accumulate water. 1004 EXERCISE MACHINES AND EQUIPMENT 1004.1 Clear Floor Space. Exercise machines and equipment shall have a clear floor space complying with 305 positioned for transfer or for use by an individual seated in a wheelchair. Clear floor or ground spaces required at exercise machines and equipment shall be permitted to overlap. Advisory 1004.1 Clear Floor Space. One clear floor or ground space is permitted to be shared between two pieces of exercise equipment. To optimize space use, designers should carefully consider layout options such as connecting ends of the row and center aisle spaces. The position of the clear floor space may vary greatly depending on the use of the equipment or machine. For example, to provide access to a shoulder press machine, clear floor space next to the seat would be appropriate to allow for transfer. Clear floor space for a bench press machine designed for use by an individual seated in a wheelchair, however, will most likely be centered on the operating mechanisms. 1008 PLAT AREAS 1008.1 General. Play areas shall comply with 1008. 1008.2 Accessible Routes. Accessible routes serving play areas shall comply with Chapter 4 and 1008.2 and shall be permitted to use the exceptions in 1008.2.1 through 1008.2.3. Where accessible routes serve ground level play components, the vertical clearance shall be 80 inches high (2030 mm) minimum. 1008.2.1 Ground Level and Elevated Play Components. Accessible routes serving ground level play components and elevated play components shall be permitted to use the exceptions in 1008.2.1. EXCEPTIONS: 1. Transfer systems complying with 1008.3 shall be permitted to connect elevated play components except where 20 or more elevated play components are provided no more than 25 percent of the elevated play components shall be permitted to be connected by transfer systems. 2. Where transfer systems are provided, an elevated play component shall be permitted to connect to another elevated play component as part of an accessible route. 1008.2.2 Soft Contained Play Structures. Accessible routes serving soft contained play structures shall be permitted to use the exception in 1008.2.2. EXCEPTION: Transfer systems complying with 1008.3 shall be permitted to be used as part of an accessible route. 1008.2.3 Water Play Components. Accessible routes serving water play components shall be permitted to use the exceptions in 1008.2.3. EXCEPTIONS: 1. Where the surface of the accessible route, clear floor or ground spaces, or turning spaces serving water play components is submerged, compliance with 302, 403.3, 405.2, 405.3, and 1008.2.6 shall not be required. 2. Transfer systems complying with 1008.3 shall be permitted to connect elevated play components in water. Advisory 1008.2.3 Water Play Components. Personal wheelchairs and mobility devices may not be appropriate for submerging in water when using play components in water. Some may have batteries, motors, and electrical systems that when submerged in water may cause damage to the personal mobility device or wheelchair or may contaminate the water. Providing an aquatic wheelchair made of non -corrosive materials and designed for access into the water will protect the water from contamination and avoid damage to personal wheelchairs. 1008.2.4 Clear Width. Accessible routes connecting play components shall provide a clear width complying with 1008.2.4. 1008.2.4.1 Ground Level. At ground level, the clear width of accessible routes shall be 60 inches (1525 mm) minimum. EXCEPTIONS: 1. In play areas less than 1000 square feet (93 m% the clear width of accessible routes shall be permitted to be 44 inches (1120 mm) minimum, if at least one turning space complying with 304.3 is provided where the restricted accessible route exceeds 30 feet (9145 mm) in length. 2. The clear width o accessible shall be permitted to be 36 inches 915 mm f I I routes h P ( ) minimum for a distance of 60 inches (1525 mm) maximum provided that multiple reduced width segments are separated by segments that are 60 inches (1525 mm) wide minimum and 60 inches (1525 mm) long minimum. 1008.2.4.2 Elevated. The clear width of accessible routes connecting elevated play components shall be 36 inches (915 mm) minimum. EXCEPTIONS: 1. The clear width of accessible routes connecting elevated play components shall be permitted to be reduced to 32 inches (815 mm) minimum for a distance of 24 inches (610 mm) maximum provided that reduced width segments are separated by segments that are 48 inches (1220 mm) long minimum and 36 inches (915 mm) wide minimum. 2. The clear width of transfer systems connecting elevated play components shall be permitted to be 24 inches (610 mm) minimum. 1008.2.5 Ramps. Within play areas, ramps connecting ground level play components and ramps connecting elevated play components shall comply with 1008.2.5. 1008.2.5.1 Ground Level. Ramp runs connecting ground level play components shall have a running slope not steeper than 1:16. 1008.2.5.2 Elevated. The rise for any ramp run connecting elevated play components shall be 12 inches (305 mm) maximum. 1008.2.5.3 Handrails. Where required on ramps serving play components, the handrails shall comply with 505 except as modified by 1008.2.5.3. EXCEPTIONS: 1. Handrails shall not be required on ramps located within ground level use zones. 2. Handrail extensions shall not be required. 1008.2.5.3.1 Handrail Gripping Surfaces. Handrail gripping surfaces with a circular cross section shall have an outside diameter of 0.95 inch (24 mm) minimum and 1.55 inches (39 mm) maximum. Where the shape of the gripping surface is non -circular, the handrail shall provide an equivalent gripping surface. 1008.2.5.3.2 Handrail Height. The top of handrail gripping surfaces shall be 20 inches (510 mm) minimum and 28 inches (710 mm) maximum above the ramp surface. 1008.2.6 Ground Surfaces. Ground surfaces on accessible routes, clear floor or ground spaces, and turning spaces shall comply with 1008.2.6. Advisory 1008.2.6 Ground Surfaces. Ground surfaces must be inspected and maintained regularly to ensure continued compliance with the ASTM F 1951 standard. The type of surface material selected and play area use levels will determine the frequency of inspectic and maintenance activities. 1008.2.6.1 Accessibility. Ground surfaces shall comply with ASTM F 1951 (incorporated by reference, see "Referenced Standards" in Chapter 1). Ground surfaces shall be inspected and maintained regularly and frequently to ensure continued compliance with ASTM F 1951. 9 Y q Y P 1008.2.6.2 Use Zones. Ground surfaces located within use zones shall comply with ASTM F 1292 (1999 edition or 2004 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1). 1008.3 Transfer Systems. Where transfer systems are provided to connect to elevated play components, transfer systems shall comply with 1008.3. Advisory 1008.3 Transfer Systems. Where transfer systems are provided, consideration should be given to the distance between the transfer system and the elevated play components. Moving between a transfer platform and a series of transfer steps requires extensive exertion for some children. Designers should minimize the distance between the points where a child transfers from a wheelchair or mobility device and where the elevated play components are located. Where elevated play components are used to connect to another elevated play component instead of an accessible route, careful consideration should be used in the selection of the play components used for this purpose. 1008.3.1 Transfer Platforms. Transfer platforms shall be provided where transfer is intended from wheelchairs or other mobility aids. Transfer platforms shall comply with 1008.3.1. 1008.3.1.1 Size. Transfer platforms shall have level surfaces 14 inches (355 mm) deep minimum and 24 inches (610 mm) wide minimum. 1008.3.1.2 Height. The height of transfer platforms shall be 11 inches (280 mm) minimum and 18 inches (455 mm) maximum measured to the top of the surface from the ground or floor surface. 1008.3.1.3 Transfer Space. A transfer space complying with 305.2 and 305.3 shall be provided adjacent to the transfer platform. The 48 inch (1220 mm) long minimum dimension of the transfer space shall be centered on and parallel to the 24 inch (610 mm) long minimum side of the transfer platform. The side of the transfer platform serving the transfer space shall be unobstructed. 1008.3.1.4 Transfer Supports. At least one means of support for transferring shall be provided. ---I 1 I c I Q >kM1 I (14) (h) elevation plan Figure 1008.3.1' Transfer Platforms 1008.3.2 Transfer Steps. Transfer steps shall be provided where movement is intended from transfer platforms to levels with elevated play components required to be on accessible routes. Transfer steps shall comply with 1008.3.2. 1008.3.2.1 Size. Transfer steps shall have level surfaces 14 inches (355 mm) deep minimum and 24 inches (610 mm) wide minimum. 1008.3.2.2 Height. Each transfer step shall be 8 inches (205 mm) high maximum. 1008.3.2.3 Transfer Supports. At least one means of support for transferring shall be provided. Advisory 1008.3.2.3 Transfer Supports. Transfer supports are required on transfer platforms and transfer steps to assist children when transferring. Some examples of supports include a rope loop, a loop type handle, a slot in the edge of a flat horizontal or vertical member, poles or bars, or D rings on the corner posts. 14-min. 3'5 % e'er I `,g_s ry xW=.... (a) b) elevabon plan Figure 1008.3.2 Transfer Steps 1008.4 Play Components. Ground level play components on accessible routes and elevated play components connected by ramps shall comply with 1008.4. 1008.4.1 Turning Space. At least one turning space complying with 304 shall be provided on the same level as play components. Where swings are provided, the turning space shall be located immediately adjacent to the swing. 1008.4.2 Clear Floor or Ground Space. Clear floor or ground space complying with 305.2 and 305.3 shall be provided at play components. Advisory 1008.4.2 Clear Floor or Ground Space. Clear floor or ground spaces, turning spaces, and accessible routes are permitted to overlap within play areas. A specific location has not been designated for the clear floor or ground spaces or turning spaces, except swings, because each play component may require that the spaces be placed in a unique location. Where play components include a seat or entry point, designs that provide for an unobstructed transfer from a wheelchair or other mobility device are recommended. This will enhance the ability of children with disabilities to independently use the play component. When designing play components with manipulative or interactive features, consider appropriate reach ranges for children seated in wheelchairs. The following table provides guidance on reach ranges for children seated in wheelchairs. These dimensions apply to either forward or side reaches. The reach ranges are appropriate for use with those play components that children seated in wheelchairs may access and reach. Where transfer systems provide access to elevated play components, the reach ranges are not appropriate. Children's Reach Ranges Forward or Side Reach Ages 3 and 4 Ages 5 through 8 Ages 9 through 12 High (maximum) 36" (915 mm) 40 in (1015 mm) 44 in (1120 mm) Low (minimum) 20 in (510 mm) 18 in (455 mm) 16 in (405 mm) 1008.4.3 Play Tables. Where play tables are provided, knee clearance 24 inches (610 mm) high minimum, 17 inches deep (430 mm) minimum, and 30 inches (760 mm) wide minimum shall be provided. The tops of rims, curbs, or other obstructions shall be 31 inches (785 mm) high maximum. EXCEPTION: Play tables designed and constructed primarily for children 5 years and younger shall not be required to provide knee clearance where the clear floor or ground space required by 1008.4.2 is arranged for a parallel approach. 1008.4.4 Entry Points and Seats. Where play components require transfer to entry points or seats, the entry points or seats shall be 11 inches (280 mm) minimum and 24 inches (610 mm) maximum from the clear floor or ground space. EXCEPTION: Entry points of slides shall not be required to comply with 1008.4.4. 1008.4.5 Transfer Supports. Where play components require transfer to entry points or seats, at least one means of support for transferring shall be provided. 1009 SWIMMING POOLS, WADING POOLS AND SPAS 1009.1 General. Where provided, pool lifts, sloped entries, transfer walls, transfer systems, and pool stairs shall comply with 1009. 1009.2 Pool Lifts. Pool lifts shall comply with 1009.2. Advisory 1009.2 Pool Lifts. There are a variety of seats available on pool lifts ranging from sling seats to those that are preformed or molded. Pool lift seats with backs will enable a larger population of persons with disabilities to use the lift. Pool lift seats that consist of materials that resist corrosion and provide a firm base to transfer will be usable by a wider range of people with disabilities. Additional options such as armrests, head rests, seat belts, and leg support will enhance accessibility and better accommodate people with a wide range of disabilities. 1009.2.1 Pool Lift Location. Pool lifts shall be located where the water level does not exceed 48 inches (1220 mm). EXCEPTIONS: 1. Where the entire pool depth is greater than 48 inches (1220 mm), compliance with 1009.2.1 shall not be required. 2. Where multiple pool lift locations are provided, no more than one pool lift shall be required to be located in an area where the water level is 48 inches (1220 mm) maximum. 1009.2.2 Seat Location. In the raised position, the centerline of the seat shall be located over the deck and 16 inches (405 mm) minimum from the edge of the pool. The deck surface between the centerline of the seat and the pool edge shall have a slope not steeper than 1:48. water 3 pool deck i I 16 min ... _...... 406 m__, ,-, Figure 1009.2.2 Pool Lift Seat Location 1009.2.3 Clear Deck Space. On the side of the seat opposite the water, a clear deck space shall be provided parallel with the seat. The space shall be 36 inches (915 mm) wide minimum and shall extend forward 48 inches (1220 mm) minimum from a line located 12 inches (305 mm) behind the rear edge of the seat. The clear deck space shall have a slope not steeper than 1:48. water .. i;; deck..m............ ......... arm.._ -_l c: 1 f E V I 1 i to i 305 �__L - - - - - - - - J 48 rnin- 2m Figure 1009.2.3 Clear Deck Space at Pool Lifts 1009.2.4 Seat Height. The height of the lift seat shall be designed to allow a stop at 16 inches (405 mm) minimum to 19 inches (485 mm) maximum measured from the deck to the top of the seat surface when in the raised (load) position. Figure 1009.2.4 Pool Lift Seat Height 1009.2.5 Seat Width. The seat shall be 16 inches (405 mm) wide minimum. 1009.2.6 Footrests and Armrests. Footrests shall be provided and shall move with the seat. If provided, the armrest positioned opposite the water shall be removable or shall fold clear of the seat when the seat is in the raised (load) position. EXCEPTION: Footrests shall not be required on pool lifts provided in spas. 1009.2.7 Operation. The lift shall be capable of unassisted operation from both the deck and water levels. Controls and operating mechanisms shall be unobstructed when the lift is in use and shall comply with 309.4. Advisory 1009.2.7 Operation. Pool lifts must be capable of unassisted operation from both the deck and water levels. This will permit a person to call the pool lift when the pool lift is in the opposite position. It is extremely important for a person who is swimming alone to be able to call the pool lift when it is in the uPposition so he or she will not be P stranded in the water for extended periods of time awaiting assistance. The requirement for a pool lift to be independently operable does not preclude assistance from being provided. 1009.2.8 Submerged Depth. The lift shall be designed so that the seat will submerge to a water depth of 18 inches (455 mm) minimum below the stationary water level. Ivel Figure 1009.2.8 Pool Lift Submerged Depth 1009.2.9 Lifting Capacity. Single person pool lifts shall have a weight capacity of 300 pounds. (136 kg) minimum and be capable of sustaining a static load of at least one and a half times the rated load. Advisory 1009.2.9 Lifting Capacity. Single person pool lifts must be capable of supporting i minimum weight of 300 pounds (136 kg) and sustaining a static load of at least one and a half times the rated load. Pool lifts should be provided that meet the needs of the population they serve. Providing a pool lift with a weight capacity greater than 300 pound: (136 kg) may be advisable. 1009.3 Sloped Entries. Sloped entries shall comply with 1009.3. Advisory 1009.3 Sloped Entries. Personal wheelchairs and mobility devices may not be appropriate for submerging in water. Some may have batteries, motors, and electrical systems that when submerged in water may cause damage to the personal mobility device or wheelchair or may contaminate the pool water. Providing an aquatic wheelchair made of non -corrosive materials and designed for access into the water will protect the water from contamination and avoid damage to personal wheelchairs or other mobility aids. 1009.3.1 Sloped Entries. Sloped entries shall comply with Chapter 4 except as modified in 1109.3.1 through 1109.3.3. EXCEPTION: Where sloped entries are provided, the surfaces shall not be required to be slip resistant. 1009.3.2 Submerged Depth. Sloped entries shall extend to a depth of 24 inches (610 mm) minimum and 30 inches (760 mm) maximum below the stationary water level. Where landings are required by 405.7, at least one landing shall be located 24 inches (610 mm) minimum and 30 inches (760 mm) maximum below the stationary water level. EXCEPTION: In wading pools, the sloped entry and landings, if provided, shall extend to the deepest part of the wading pool. 1 figure 1009.3.2 Sloped Entry Submerged Depth 1009.3.3 Handrails. At least two handrails complying with 505 shall be provided on the sloped entry. The, clear width between required handrails shall be 33 inches (840 mm) minimum and 38 inches (965 mm) maximum. EXCEPTIONS: 1. Handrail extensions specified by 505.10.1 shall not be required at the bottom landing serving a sloped entry. 2. Where a sloped entry is provided for wale action pools, leisure rivers, sand bottom P ry P P � , pools, and other pools where user access is limited to one area, the handrails shall not be required to comply with the clear width requirements of 1009.3.3. 3. Sloped entries in wading pools shall not be required to provide handrails complying with 1009.3.3. If provided, handrails on sloped entries in wading pools shall not be required to comply with 505. Figure 1009.3.3 Handrails for Sloped Entry 1009.4 Transfer Walls. Transfer walls shall comply with 1009.4. 1009.4.1 Clear Deck Space. A clear deck space of 60 inches (1525 mm) minimum by 60 inches (1525 mm) minimum with a slope not steeper than 1:48 shall be provided at the base of the transfer wall. Where one grab bar is provided, the clear deck space shall be centered on the grab bar. Where two grab bars are provided, the clear deck space shall be centered on the clearance between the grab bars. ^l i / - water I water I. pool deck I ! I L 1 C I � I I2 ! I I t I I I I I , I I I 1 i -_----I-- --J 60 mla iM E 8 i525 (a) f? ) Figure 1009.4.1 Clear Deck Space at Transfer Walls 1009.4.2 Height. The height of the transfer wall shall be 16 inches (405 mm) minimum and 19 inches (485 mm) maximum measured from the deck. 16-1g ------- rti ^. 405-485 ,,., pool "# Figure 1009.4.2 Transfer Wall Height 1009.4.3 Wall Depth and Length. The depth of the transfer wall shall be 12 inches (305 mm) minimum and 16 inches (405 mm) maximum. The length of the transfer wall shall be 60 inches (1525 mm) minimum and shall be centered on the clear deck space. 60 min 1525 water i 12-16 t_ 5 -- 'F aa�4os... = pbolvvall r-----r-�- - , goal deck I g ! ° i1-- Figure 1009.4.3 Depth and Length of Transfer Walls 1009.4.4 Surface. Surfaces of transfer walls shall not be sharp and shall have rounded edges. 1009.4.5 Grab Bars. At least one grab bar complying with 609 shall be provided on the transfer wall. Grab bars shall be perpendicular to the pool wall and shall extend the full e gripping surface shall be 4 inches 100 min depth of the transfer wall. The top of the g pp g ( ) minimum and 6 inches (150 mm) maximum above transfer walls. Where one grab bar is provided, clearance shall be 24 inches (610 mm) minimum on both sides of the grab bar. Where two grab bars are provided, clearance between grab bars shall be 24 inches (610 mm) minimum. EXCEPTION: Grab bars on transfer walls shall not be required to comply with 609.4. 24 min 24 min 24 min water .-_G__ sro water s10 � _/__ - e,o--- 001�vati ; pool v,� all . p _,. {cool deck pool deck (a) (b) 4-6 3mifo pool deck (c) Figure 1009.4.5 Grab Bars for Transfer Walls 1009.5 Transfer Systems. Transfer systems shall comply with 1009.5. 1009.5.1 Transfer Platform. A transfer platform shall be provided at the head of each transfer system. Transfer platforms shall provide 19 inches (485 mm) minimum clear depth and 24 inches (610 mm) minimum clear width. r: I a a, E 1,� CL c4€ Lo .xnxm. R 4 16 0 �1 Figure 1009.5.1 Size of Transfer Platform 1009.5.2 Transfer Space. A transfer space of 60 inches (1525 mm) minimum by 60 inches (1525 mm) minimum with a slope not steeper than 1:48 shall be provided at the base of the transfer platform surface and shall be centered along a 24 inch (610 mm) minimum side of the transfer platform. The side of the transfer platform serving the transfer space shall be unobstructed. stIa - - i platform I i ----____ I =,f I I I I water 1 poolcfeck i [ 60 min 1525 Figure 1009.5.2 Clear Deck Space at Transfer Platform 1009.5.3 Height. The height of the transfer platform shall comply with 1009.4.2. 1009.5.4 Transfer Steps. Transfer step height shall be 8 inches (205 mm) maximum. The surface of the bottom tread shall extend to a water depth of 18 inches (455 mm) minimum below the stationary water level. Advisory 1009.5.4 Transfer Steps. Where possible, the height of the transfer step should be minimized to decrease the distance an individual is required to lift up or move down to reach the next step to gain access. 8 max stationary water level -, sos 18 min E 466 '., Figure 1009.5.4 Transfer Steps 1009.5.5 Surface. The surface of the transfer system shall not be sharp and shall have rounded edges. 1009.5.6 Size. Each transfer step shall have a tread clear depth of 14 inches (355 mm) minimum and 17 inches (430 mm) maximum and shall have a tread clear width of 24 inches (610 mm) minimum. 14-17 1 s6ia16 ,t K .� n 01 _�- steps iplaiform - 1--i water I pool deck Figure 1009.5.6 Size of Transfer Steps 1009.5.7 Grab Bars. At least one grab bar on each transfer step and the transfer platform or a continuous grab bar serving each transfer step and the transfer platform shall be provided. Where a grab bar is provided on each step, the tops of gripping surfaces shall be 4 inches (100 mm) minimum and 6 inches (150 mm) maximum above each step and transfer platform. Where a continuous grab bar is provided, the top of the gripping surface shall be 4 inches (100 mm) minimum and 6 inches (150 mm) maximum above the step nosing and transfer platform. Grab bars shall comply with 609 and be located on at least one side of the transfer system. The grab bar located at the transfer platform shall not obstruct transfer. EXCEPTION: Grab bars on transfer systems shall not be required to comply with 609.4. 4.6 4-6 ,w:, A. _�;t �_ rr (a) (b) individual grab bars continuous grab bars Figure 2009.5.7 Grab Bars 1009.6 Pool Stairs. Pool stairs shall comply with 1009.6. 1009.6.1 Pool Stairs. Pool stairs shall comply with 504. EXCEPTION: Pool step riser heights shall not be required to be 4 inches (100 mm) high minimum and 7 inches (180 mm) high maximum provided that riser heights are uniform. 1009.6.2 Handrails. The width between handrails shall be 20 inches (510 mm) minimum and 24 inches (610 mm) maximum. Handrail extensions required by 505.10.3 shall not be required on pool stairs. Copyright@ 2012 TED TROUT ARCHITECT AND ASSOCIATES, LTD. dmwiW and specifications as nlistroments of service and shall remain the proof the Architect They are not to be used on other projects or extensions to this ]Foject except by agreement inwritt' and with appropriate compensation to the Architect to C :' 1c? * ty•.,�'• r7756 • e•'o � 05.29.2013 CLIENT: PROJECT NAME a ` a a • r a . a a PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS IiR } _i i t 3 It ,fi ii �i �0E h _-..,., esrTM� . IWA_ :e 9 1.. i i � L� 1 � ..iZ A � Y1 L i { YE f i ,.v...:�,�...YES_........_...:::�....._........saF s......_. ..,..'- .. i,ss t3 : fi�____....szi?'..�i: a INTERIOR EXTERIOR_ CEILING / ATTIC INTERMEDIATE FLOOR I 2x6 FRAMING ATO I I I I I PODIUM SLAB 2x4 WOOD STUD FRAMING AT 16" O.C. W/ 5/8" GYP. BD. ON INTERIOR SIDE AND SHEATHING ON EXTERIOR W/ 3 1/2" BATT INSULATION BTWN. AND WEATHER RESISTANT BARRIER BTWN. SHEATHING AND EXTERIOR FINISH. WALL TO BE CONSTRUCTED AS PER U.L. NO. U305 OR U.L. NO. U356 WALL TYPE O) 1 HR. F.R. UL NO. 0905 i MR. F.R. UL NO. U06 FIRE EXPOSED TO INTERIOR SURFACE EXTERIORANTERIOR WALL 2x4 FRAMING SLAB TO ROOF SOUND INSULATED O OUNRATED WALL w/ GYP. BD. ON ONE EXT. SIDE ONLY OFILLED -IN WITH CELLWALL SPRAY -IN INSULATION CEILING / ATTIC INTERMEDIATE FLOOR PODIUM SLAB 2 ROWS OF 2x4 WOOD STUD FRAMING AT ib" O.C. W/ MID -HEIGHT CROSS BRACING AND 5/8" GYP. BD. ON OUTSIDE FACES. 1 1/4" SPACE BTWN. FRAMING ROWS W/ FIRESTOPS BTWN. ROWS AT FLOORS AND CEILINGS W/ 3 1/2" BATT INSULATION ON EA. SIDE. WALL TO BE CONSTRUCTED AS PER U.L. NO. U341 WALL TYPE OI I HR. F.R. I UL NO. 6441 TENANT SEPARATION WALL 2x4 FRAMING SLAB TO ROOF SOUND INSULATED 2x6 FRAMING I <4A> 2x6 FRAMING r INSULATION AT <5A> t O 2x4 STUD FRAMING ATW SA I i 2x6 STUD FRAMING AT O I i 2x6 STUD FRAMING AT O :I .i j--5/8" TYPE X GYP. BD. ON RESILIENT CHANNELS ON CORRIDOR SIDE d INSULATED W/ SOUND ATTS OR 50 STC RATING AT gA 4 '5B FOR CORRIDORS •I WOOD STUD FRAMING AT 16" D.C. W/ 5/8" GYP. BD. ON EA. SIDE. '.- 1/2" BATT INSULATION AT 5A 4 55 1)�LLNDOUCONSTRUCTED AS PER WALL TYPE O INTERIOR PARTITION FLOOR TO CEILING OFLOOR TO CEILING SOUND INSULATED OFLOOR TO CEILING SOUND INSULATED OFLOOR TO CEILING OFLOOR TO CEILING i MR. F.R. I UL NO. IJ305 2x4 FRAMING 2x4 FRAMING 2x6 FRAMING 2x6 FRAMING 2x8 FRAMING NOTE: NO MEMBRANE PENETRATIONS ARE ALI-OWED EXCEPT PER SECTION 112 OF THE I.B.C. MASONRY FINISH ON ONE SIDE AT- IC O O 8" G.M.U. WALL (SEE STRUCTURAL) D-2 CLASSIFICATION WALL TO HAVE MASONRY VENEER ON ONE SIDE AT TYPE 1C WALL TO BE CONSTRUCTED PER U.L. NO. U905 I I I I I I I I I I j---EXTERIOR FINISH I FOR EXTERIOR i AREAS 1 I i D-2 CLASSIFICATION 8" C.M.U. OR CONIC. WALL (SEE STRUCTURAL) WALL TO BE FURRED -OUT ONE SIDE WALL TO BE CONSTRUCTED AS PER U.L. NO. U905 2x6 FRAMING AS REQUIRED FOR STRUCTURAL OR PLUMBING AT 'LEVATOR iHAFT 4 D-2 CLASSIFICATION 8" C.M.U. OR CONC. WALL (SEE STRUCT.) AND 2x4 STUD FRAMING AT 16" O.G. W/ 5/8" OR 1/2" GYP. BD. ROOM SIDE - 1/4" CLEAR SPACE BETWEEN WALLS. WALL TO BE CONSTRUCTED AS PER U.L. NO. US05 4 8" C.M.U. OR GONG. WALL (SEE STRUCTURAL) D-2 CLASSIFICATION WALL TO HAVE 3/4" STUCCO OVER SELF -FURRING METAL LATH ON ONE SIDE AT TYPE 1D WALL TO BE CONSTRUCTED PER U.L. NO. U905 WALL TYPE O _ 8" MASONRY WALL SLAB TO SLAB (OR ROOF) SLAB TO SLAB (OR ROOF) FURRED -OUT ONE SIDE SLAB TO SLAB (OR ROOF) ADJACENT TO 4" STUD FRAMING SLAB TO SLAB (OR ROOF) MASONRY FINISH ONE SIDE O O O 12 HR. F.R. I UL NO. IJ905 Copyright@ 2012 TED TROUT ARCHUCT AND ASSOCIM, LTD. dra ' and specifications es wtraments of service and remain the party of the Architect. They are not to be used on other projects or extensions to this Rmject exeeet by agreement in writingvriting and with appropriate compensation to the Architect 0519.2013 CLIENT: PROJECT NAME; PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS DATE ISSUE 05.29.2013 ISSUE FOR PERMIT SECTION DETAIL OF FLOOR/CEILING A55EM5LY AT TENANT SEPARATION WALL 1 1/2" = 1' - O" (BOTTOM CHORD BEARING TRUSS) •,,,,_,_.,, SET WATER CLOSET CLEAR OF WALL SEAL WATER SUPPLY PIPING W/ ACOUSTICAL CAULK SET WATER CLOSET ON 3/16" NEOPRENE PAD MAXXON PERIMETER ISOLATION STRIPS AROUND PLUMBING PENETRATION SECTION DETAIL OF SANITARY SEDER PIPING 3 AT FLOOR/CEILING A55EM5LY 1 1/2" = I' - O" 1/4" AIR SPACE BTWN. FRAMING ,ET SILL PLATES IN SEALANT :INISHED FLOOR (TYP.) iYPSUM UNDERLAYMENT OVER 3/32 TONGUE AND GROOVE PLYWD. )ECKING OR O.S.B. DECKING NFACED R-11 BATT INSULATION iTTACHED TO SUB -FLOORING 'RE -FABRICATED 18"d WOOD TRUSSES kT 24" O.G. - SEE STRUCTURAL x 10 TOP PLATE - RIP CUT :C-I FURRING CHANNELS AT Won O.G. J8" TYPE "C' GYP. BD. CEILING (TYP.) SCALE: 6"=1'-0" SHEETROCK BRAND ACOUSTICAL SEALANT • OR APPROVED EQUAL MAXXON PERIMETER ISOLATION STRIPS OR APPROVED EQUAL MAXXON ACOUSTICAT II SOUND ATTENUATION M MAT OR APPROVED EQUAL SCALE: 6"=1'-O" ILARKDIETRICH RC DELUXE RESILANT CHANNEL (MODEL RCSp) 1' SCREWS USED TO ATTACH GYP. BOARD TO RESILANT CHANNEL. DO NOT ALLOW CONTACT WITH JOISTS "C" TYPE GYP. BD. CEILING (TYP.) �_SHEETROCK DO NOT ALLOW CONTACT WITH FRAMING BRAND ACOUSTICAL SEALANT OR APPROVED EQUAL FILL ENTIRE TRUSS SPACE WITH FIBERGLASS INSULATION AROUND DRAIN PIPING. DO NOT ALLOW TO TOUCH RESILIENT CHANNELS. INSULATION TO EXTEND 1'-0" MIN. AROUND PIPING. 1 1/4" AIR SPACE 5TWN. FRAMING SET SILL PLATES IN SEALANT FINISHED FLOOR (TYP.) GYPSUM UNDERLAYMENT OVER — — — — — 23/32 TONGUE AND GROOVE PLYWD. DECKING OR O.S.B. DECKING SECTION DETAIL OF FLOOR/CEILING A55EM5LY 2 AT TENANT SEPARATION WALL 1 1/2" = 1' - O" (TOP CHORD BEARING TRUSS SECTION DETAIL OF PIPE SUPPORT 150LAT ION ,AND PENETRATION SEAL 3" = V - O" BREEZEWAY UNFACED R-11 BATT INSULATION ATTACHED TO SUB -FLOORING PRE -FABRICATED 18"d WOOD TRUSSES AT 24" O.C. - SEE STRUCTURAL 2 x 10 TOP PLATE - RIP CUT RC-1 FURRING CHANNELS AT 16" O.G. 5/8" TYPE "C" GYP. BD. CEILING (TYP.) CONT. METAL CLIP FOR CEILING ATTACHMENT CLARKDIETRICH RC DELUXE RESILANT CHANNEL (MODEL RCSD) I 1" SCREWS USED TO ATTACH GYP. BOARD TO RESILANT CHANNEL. DO NOT ALLOW I CONTACT METAL CLIP SCALE: 6"=1'-O" 5/8" TYPE "C" GYP. BD. CEILING (TYP..) DO NOT ALLOW CONTACT WITH FRAMING SHEETROCK BRAND ACOUSTICAL SEALANT OR APPROVED EQUAL 3/16' NEOPRENE PAD OR OTHER APPROVED SHEETROCK BRAND ACOUSTICAL SEALANT rr `` rrrrr r r rj rr k rrr rrr rrr rr ` RESILANT MATERIAL OR APPROVED EQUAL ,rrr rrr rrr rrr rrr rrr :.. MAXXON PERIMETER ISOLATION STRIPS ;' rr rrrr rrr rr rrrr OR APPROVED EQUAL . :`:. rr rrr rrr rrrf rrr :�• MAXXON ACOUSTICAT II SOUND ATTENUATION ;rrr rrr rrr rrrrrri :: ..;' MAT OR APPROVED EQUAL AT LOCATIONS rrrrrrrrrrrrrrrrrr WITHOUT CARPETING UNIT :, rrr rrr rrr rrr rrr r r r r :• ; `. rrr rrr rrr rrr rrr ' rr rr rr rr i i •� r •:: i m i ACOUSTICAL CAULKING T7 PLAN DETAIL OF INTERSECTION OF PARTY WALL AND 5REEZEWAY WALL 3" = 1' - O" SHEETROCK BRAND ACOUSTICAL SEALANT OR APPROVED EQUAL APARTMENT UNIT . , rr rr rr rrr •.: •rrr rrr rrr rrr rrr':; r r r r .:•: rrr rrr rrr rrr rrr ; ; rr rr rrr rrr . . r FILL WALL CAVITY W/ CELBAR SPRAY CELLULOSE INSULATION SET SILL PLATES IN SEALANT BREEZEWAY SECTION DETAIL OF WALL 5TWN. APARTMENT UNIT AND BR��zI�>4�' (UPPER FLOORS) 3" =I' —oil •, rr rr rrr . . :, rrrrr rr rrrrrrr :,. • .rrr rrrrrrrrrrr :,. rr rrr rrrrrr . rr rr .. "''', rrrrrrrrrrr rrr `• .,: rr rrr rrr rrr rrr . '+ ..._: rrrrr rrr rrr rrr rrr rir rrr rrr :.., rr rrr rrr rrr ...:rrrrrr rrrrrr .. . rr , FILL WALL CAVITY W/ CELBAR SPRAY CELLULOSE INSULATION SET SILL PLATES IN SEALANT BREEZEWAY n SECTION DETAIL OF WALL 5TWN. APARTMENT UNIT AND -� 5REEZWAY (FIRST FLOOR) 3"=1'_Oil GENERAL NOTE5 PLUMS ING REQUIREMENTS: I. PLUMBING PIPING SYSTEMS ARE TO BE INSTALLED IN ORDER TO MINIMIZE VIBRATION TRANSFER INTO THE FRAMING OFTHE BUILDING. 2. VERTICAL PIPES THAT PENETRATE HORIZONTAL WOOD PLATES SHALL BE INSTALLED SO THAT THE PIPE ITSELF DOES NOT COME INTO CONTACT WITH THE WOOD PLATE. THE HOLE SHALL BE CUT TO THE PROPER SIZE TO ALLOW FIRE CAULKING TO BE INSTALLED BETWEEN THE PIPE AND WOOD SO THE PIPE DOES NOT COME INTO CONTACT WITH THE WOOD. 3. HORIZONTAL PIPING SHALL NOT COME INTO DIRECT CONTACT WITH WOOD TRUSSES OR BEAMS OR OTHER FRAMING MEMBERS. USE HOLD -OFF CUPS TO ISOLATE THE WOOD AND PLUMBING PIPES. 4. PROPER PIPING LAYOUT AND TRAP CONNECTIONS ARE IMPORTANT t0 MINIMIZE WATER FLOW NOISE. 4. INSULATE WATER SUPPLY PIPING AND WASTEWATER PIPING THAT ARE ADJACENT TO BEDROOM SPACES. 5. SEAL ALL TUB BOXES PENETRATIONS OF PIPING THROUGH THE SUB-FLCOR. CEILING ,AND WALL RC - I CHANNEL5: L IT IS IMPERATIVE THAT THE RESILIENT CHANNELS BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THE REQUIREMENTS OF THE APPROPRIATE FIRE RATED ASSEMBLY. IT IS EQUALLY IMPORTANT THAT THE GYPSUM BOARD BE SCREWED INTO THE CHANNEL PROPERLY IN ORDER TO ELIMINATE SOUND TRANSFER FROM THE WOOD TRUSS OR STUD INTO THE GYPSUM BOARD. 1" SCREWS SHOULD BE USED TO SCREW GYPSUM BOARD TO CHANNELS. 1 1/4" SCREWS SHOULD BE USED TO ATTACH CHANNELS TO TRUSSES. REFER TO UL ASSEMBLY. THE 3" WIDE SLOTS OF THE CLARKDIETRICH CHANNELS SHALL BE CENTERED ON THE WOOD STUD OR TRUSS IN ORDER TO MAINTAIN THE SOUND RATING OF THE SYSTEM. SPLICE AS NEEDED TO MAINTAIN SPACING. 2. RC -I RESILIENT CHANNELS SHALL BE CLARKDIETRICH RC DELUXE, MODEL RCSD OR PHILIPS RC -I RESILIENT SOUND CHANNELS. SIZE TO MATCH FIRE RATED ASSEMBLY REQUIREMENTS. SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT IN WRITING. SOUND FLANKING PATH5: 1. SEAL ALL PENETRATIONS, SUCH AS LIGHT FIXTURES, DUCTS, VENTS, PLUMBING PIPES, SPRINKLER PIPES, AND OTHER PENETRATIONS IN THE WALLS AND FLOOR/CEILING ASSEMBLIES WITH ACOUSTICAL CAULKING. ACOUSTICAL CAULKING ,AND INSULATION: 1. ALL APARTMENT UNIT PARTY WALLS AND CORRIDOR WALLS ARE TO BE SEALED WITH ACOUSTICAL CAULKING PER THE GYPSUM ASSOCIATION GUIDELINES. GYPSUM BOARD MUST BE ORDERED IN SIZES TO ALLOW SPACE FOR CAULKING . GYPSUM BOARD ENDS SHOULD NOT COME INTO CONTACT WITH WOOD STRUCTURE AT LOCATIONS THAT REQUIRE CAULKING. 2. ACOUSTICAL CAULKING TO BE SHEETROCK BRAND ACOUSTICAL SEALANT OR APPROVED SUBMITTAL. ACOUSTICAL INSULATION SHALL BE OWENS CORNING QUIETZONE ACOUSTIC BATTS OR APPROVED SUBMITTAL. 3. PROVIDE ACOUSTICAL CAULKING IN THE FOLLOWING LOCATIONS: A. ALL CEILING TO PARTY WALL CONNECTIONS. B. ALL CEILING TO CORRIDOR WALL CONNECTIONS. C. ALL FLOOR TO PARTY WALL CONNECTIONS. D. ALL FLOOR TO CORRIDOR WALL CONNECTIONS. E. ALL PARTY WALL TO CORRIDOR WALL CONNECTIONS. F. ALL PARTY WALL AND CORRIDOR WALL PENETRATIONS. IMPORTANT: PENETRATIONS THROUGH FIRE RATED ASSEMBLIES REQUIRE AN APPROVED PROTECTION SYSTEM. THESE REQUIREMENTS SUPERCEDE ANY ACOUSTICAL CAULKING DETAIL. SYSTEM STC AND I IC RATINGS FLOOR/CEILING ASSEMBLY: UL NO. L562, SYSTEM 4 OR SYSTEM 5 OR UL NO. L521 OR UL NO. L528 FLOOR SYSTEM: 1" GYPCRETE 2000 /3.2K OVER ACOUSTICAT II ON 23/32" WOOD DECKING CEILING SYSTEM: 1 LAYER OG 5/8" TYPE "C" FIRECODE GYPSUM BOARD ON CLARKDIETRICK RC DELUXE RESILANT CHANNELS a 16" O.C. ATTACHED TO 18" DEEP WOOD FLOOR TRUSSES +24' O.C. VINYL FLOORING................................................61 F-STC 4 56 F-IIC (REPORT NUMBER 98 61280.1 4 4) CERAMIC.................................................................56 F-IIC (REPORT NUMBER 98 61280.5) KNIT PARTY WALL A55EMBLY: UL NO. U341 WALL SYSTEM: I LAYER TYPE "X" FIRECODE GYPSUM BOARD ON 2X STUDS a IV O.C. WITH A 1 1/4" AIR GAP WITH I LAYER TYPE "X" FIRECODE GYPSUM BOARD ON 2X STUDS a 16' O.C. ON THE OTHER SIDE. BOTH SIDES OF THE WALL TO HAVE 3 1/2" R-11 BATT INSULATION. ACOUSTICAL CAULKING USED AT ALL INTERSECTIONS (VERTICAL AND HORIZONTAL) AND ASSEMBLY PENETRATIONS. STC RATING = 51.............. (TEST REPORT NUMBER RAIL %15-831515) UNIT CORRIDOR WALL ASSEMBLY: UL NO. U305 WALL_ SYSTEM: 1 LAYER TYPE "X" FIRECODE GYPSUM BOARD ON EACH SIDE OF 2X STUDS a 16" O.G. WITH CELBAR SPRAY CELLULOSE INSULATION IN THE ENTIRE CAVITY. ACOUSTICAL CAULKING USED AT ALL INTERSECTIONS (VERTICAL AND HORIZONTAL) AND ASSEMBLY PENETRATIONS. STC RATING = 51.............. (MANUFACTURER'S TEST REPORT) ALL SYSTEMS SHOWN ARE FOR REFERENCE. SOUND RATINGS SHOWN WERE FROM LABORATORY TESTING AND FIELD RESULTS WILL VARY. THE BUILDING CODE REQUIRES A MINIMUM LAB RESULT OF 50 STC AND 50 IIC. CODE ALSO ALLOWS A 5 POINT REDUCTION FOR FIELD TESTING OF THE MINIMUM LAB RESULTS. IT IS THE CONTRACTORS RESPONS15LITY TO MEET THE CODE. HIM i a Y F _r..> _.... - s..asaS711>..3-+ copyright m 2012 TED TROUT ARCHITECT AND ASSOCIAM OR drawings and inehvments of service and remain theme property of the Architect They are not to be used on other projects or extensions to this troject except by agreement in writ' and with appropriate compensation to the Architect 05.29.2013 CLIENT: PROJECT NAME: PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS DATE ISSUE 05.29.2013 ISSUE FOR PERMIT 06.18.2013 SHEET CLARIFICATION �' a .z 3 0 4ss3 Ss t. ; --n••cT"e� -. E a 4 M E N DOOR SCHEDULE NO. FLOOR LOCATION SIZE THICK TYPE MATERIAL THRESHOLD REMARKS I ALL ENTRY (UNITS - ALL) 3080 1-3/4" Al METAL (20 MIN. - ALUMINUM SPRING HINGES/WEATHERSTRIPPING FIRE RATED) INSULATED 2 ALL BEDROOM/BATHROOM (UNITS - ALL) 21068 1-3/8" A HOLLOW CORE 3 ALL BEDROOM (UNITS 1A) DBL 210 68 1-3/8" B HOLLOW CORE 4 ALL BATHROOM (UNITS 1A) POCKET 28 68 1-3/8" A HOLLOW CORE 5 ALL BATHROOM (UNITS IDS, 2A, IB, IBa, E 4 IC) 4 BEDROOM CLOSET (UNIT 2A) 24 68 1-3/8" A HOLLOW CORE 6 ALL BATHROOM (UNITS ID) 2868 1-3/8" A HOLLOW CORE }— 1 ALL BEDROOM CLOSET (UNIT 2A, 15, IBa 4 IC) BI-PASS 40 68 1-3/8" C HOLLOW CORE 8 ALL DINING ROOM DBL 20 68 1-3/8" B HOLLOW CORE 9 ALL PANTRY (UNITS 1A) 18 68 1-3/8" D HOLLOW CORE 10 ALL PANTRY (UNITS 2A) 4 CLOSET (UNIT lE) 20 68 1-3/8" D HOLLOW CORE 11 ALL UTILITY (UNIT IDS, 2A, 1B, IBa, 4 IC) DBL 13 68 1-3/8" 52 HOLLOW CORE 12 ALL PATIO/BALCONY (UNITS IA, IDS, 2A, 4 IB) DBL 20 80 1-3/4" F FRENCH/EXT. ALUMINUM SAFETY GLASS/WEATHERSTRIPPING 13 ALL PATIO/BALCONY (UNIT ID 4 IC) 21080 1-3/8" G FRENCH/EXT. ALUMINUM SAFETY GLASS/WEATHERSTRIPPING 14 ALL WATER HEATER (UNITS IA, IB, IBa, 4 1E) 20 68 1-3/8" D HOLLOW CORE 15 ALL A/C CLOSET (UNITS IDS, 2A 4 10) DBL 18 68 1-3/8" 52 HOLLOW CORE 16 ALL A/C CLOSET (UNITS iB, 15a 4 1C) DBL 20 68 1-3/8" B HOLLOW CORE 11 ALL STAIR 1 3068 1-3/4" H FRENCH/EXT. ALUMINUM SAFETY GLASS/WEATHERSTRIPPING Q IS ALL SPRINKLER CLOSET 3068 1-3/8" Al HOLLOW CORE CQ DOOR NOTES DOOR TYPES I. SLOPES AT DOORWAYS INTO UNITS NOT TO EXCEED 1:12. SLOPES IN FRONT OF PUBLIC DOORS NOT TO EXCEED 1:50 FOR A DISTANCE OF 5'-0" FROM DOOR ® ® ®®mn 2. HEIGHT OF THRESHOLD AT ENTRY TO BE 1/2' MAX. VERTICAL W/ 1:2 BEVELED APPROACH. ALL THRESHOLDS TO BE HANDICAP ACCESSIBLE. a a �- 3. PROVIDE LEVER TYPE DOOR HARDWARE AT ALL ENTRY DOORS INTO UNITS. PROVIDE LEVER TYPE DOOR HARDWARE ON ALL PUBLIC AREA DOORS. PROVIDE LEVER PE DOOR HARDWARE ON ALL INTERIOR DOORS ON HANDICAPPED O AI 0 B2 O S15LE UNITS. 6 PANEL 20 MIN. RATED PAIR OF 6 PANEL PAIR OF 6 PANEL MIRRORED BI-PASS 4. MOUNT ALL DOOR LEVERS AT 3'-0" A.F.F. 5. DOOR CLOSERS - ADJUST THE SWEEP PERIOD OF THE CLOSER SO THAT A MINIMUM OF 3 SECONDS IS REQUIRED FOR THE DOOR TO MOVE FROM AN OPEN POSITION OF 10 DEGREES TO A POINT 3" FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 6. DOOR OPENING FORCE REQUIRED FOR PUSHING OR PULLING OPEN A HINGED DOOR SHALL / BE APPLIED PERPENDICULAR TO THE DOOR, AT THE DOOR OPENER OR 30" FROM THE HINGED SIDE, N / L\ 1. THE OPENING FORCE FOR EXTERIOR HINGED DOORS SHALL NOT EXCEED 8.5 LBF. 0 0 0 0 S. THE OPENING FORCE FOR INTERIOR HINGED DOORS SHALL NOT EXCEED 5 LBF. SMGLS 3 PANEL PAIR OF FRENCH FRENCH POCKET DOOR -WINDOW SCHEDULE UJ INDOUJ NOTES UNITS i MARK SIZE NO. OF LITES DESCRIPTION REMARKS I. ALL WINDOWS WITHIN 24" OF A DOOR HAVING THE BOTTOM SILL OF THE WINDOW BEING BELOW 60" ® 20 60 9 SINGLE HUNG/ALUMINUM 24" ABOVE F.F. PER 2006 IBC A.F.F. MUST BE OF SAFETY GLASS. ® 2660 9 SINGLE HUNG/ALUMINUM 24" ABOVE F.F. PER 2006 IBC 2. ALL WINDOWS WITHIN 18" OF THE FINISHED FLOOR © 3060 9 SINGLE HUNG/ALUMINUM 24" ABOVE F.F. PER 2006 IBC MUST BE OF SAFETY GLASS. © 2-26 60 IS SINGLE HUNG/ALUMINUM 24" ABOVE F.F. PER 2006 IBC EQ 4046 - CASEMENT/ALUMINUM 24" ABOVE F.F. PER 2006 IBC Q 5030 IS FIXED/ALUMINUM 24" ABOVE F.F. PER 2006 IBC WINDOW TYPES SNGLE-HUNG- UNITS CASEMENT- UNITS FD(W- BLDG. 5'-O" 13 Q 2L i-OU I. 2� i_y" L Rk 31011 k "k 51 —� 011 L '-Op f�` '717I'— 7�'F� A O c, TWIN TWIN TOP OF PLYWOOD �pppR---------- ------ ----- ROOM FINISH SCHEDULE TYPICAL UNIT ROOM TYPE FLOOR BASE WALL CEILING ENTRY VINYL PLANK WOOD GYP. BD. GYP. BD. LIVING ROOM CARPET WOOD GYP. BD. GYP. BD. DINING VINYL PLANK WOOD GYP. BD. GYP. BD. KITCHEN VINYL PLANK WOOD GYP. BD. GYP. BD. UTILITY VINYL PLANK WOOD GYP. BD. GYP. BD. BEDROOM CARPET WOOD GYP. BD. GYP. BD. BATH VINYL PLANK WOOD GYP, 50. GYP. BD. CLOSET CARPET WOOD GYP. BD. GYP. BD. II; Ir e S M 7 fF �_ ..........:..3n-.z,..�sazF'-._.-...;.n Copyright Q 2012 TED TROUT ARCHITECT AND ASSOCIM, LTD. drawings and specifications as rents of service and shaI1 remain the pmperty the Architect. They are not to be used on 02irof projects or a=tensions to this project except by agreement m wit' and with appropriate compensation to the Architect. 05.29.2013 CLIENT: PROJECT NAME; PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TDW m 4 ma �''T 52y��F�if d� 3 _ uf I s� riEEil1c g ¢s r=s'�e € s e s t 3F iHimFv...,.... ».,.r.-.,.Ew DOOR SCHEDULE NO. FLOOR LOCATION SIZE THICK TYPE MATERIAL THRESHOLD REMARKS 1 1 0 3 ENTRY (UNITS) 3080 1-3/4" Al METAL (20 MIN. F.R.) ALUMINUM SPRING HINGES/WEATHERSTRIPPING - INSULATED 1 Is 3 ENTRY (UNITS) 3080 I-3/4" At METAL (45 MIN. F.R.) ALUMINUM SPRING HINGES/UIEATHERSTRIPPING - INSULATED 2 ALL BEDROOM/BATHROOM (UNITS - ALL) 21060 1-3/8" A HOLLOW CORE 3 ALL BEDROOM (UNITS IA) DBL 210 6S 1-3/8" B HOLLOW CORE 4 ALL BATHROOM (UNITS ]A) POCKET 28 68 1-3/S" A HOLLOW CORE 5 ALL BATHROOM (UNITS IDS, 2A, 18, 16a, E 4 IC) 4 BEDROOM CLOSET (UNIT 2A) 24 68 1-3/8" A HOLLOW CORE b ALL BATHROOM (UNITS V) 2S b8 1-3/8" A HOLLOW CORE {— 1 ALL BEDROOM CLOSET (UNIT 2A, 0, IBa 4 1C) BI-PASS 40 68 I-3/S11 C HOLLOW CORE 8 ALL DINING ROOM DBL 20 68 1-3/8" B HOLLOW CORE 9 ALL PANTRY (UNITS IA) 18 68 I-3/S" D HOLLOW CORE 10 ALL PANTRY (UNITS 2A) 4 CLOSET (UNIT IE) 20 6S 1-3/8" D HOLLOW CORE 11 ALL UTILITY (UNIT IDS, 2A, 18, 15a, 4 IC) DBL 13 bS 1-3/8" B2 HOLLOW CORE 12 ALL PATIO/BALCONY (UNITS IA, IDS, 1A, 4 15) DBL 20 SO 1-3/4" F FRENCH/EXT. ALUMINUM SAFETY GLASS/WEATHERSTRIPPING 13 ALL PATIO/BALCONY (UNIT tD 4 IC) 21080 1-3/8" H FRENCH/EXT. ALUMINUM SAFETY GLASS/WEATHERSTRIPPING 14 ALL WATER HEATER (UNITS IA, 113, IBa, 4 IE) 20 68 1-3/8" D HOLLOW CORE t5 ALL A/C CLOSET (UNITS IDS, 2A 4 ID) DBL 18 68 1-3/8" B2 HOLLOW CORE 16 ALL A/C CLOSET (UNITS IB, 15a 4 IC) DBL 20 68 1-3/8" B HOLLOW CORE 17 ALL STAIR 1 30 68 1-3/4" H FRENCH/EXT. ALUMINUM SAFETY GLASS/WEATHERSTRIPPING a 18 ALL SPRINKLER CLOSET 30 68 1-3/S" At HOLLOW CORE DOOR NOTES DOOR TYPES I. SLOPES AT DOORWAYS INTO UNITS NOT TO EXCEED 1:12, SLOPES IN FRONT OF PUBLIC DOORS NOT TO EXCEED 1:50 FOR A DISTANCE OF 5'-0" FROM DOOR ® / 2. HEIGHT OF THRESHOLD AT ENTRY TO BE 1/2" MAX. VERTICAL W/ 1:2 BEVELED APPROACH. ALL THRESHOLDS TO BE HANDICAP ACCESSIBLE. 3. PROVIDE LEVER TYPE DOOR HARDWARE AT ALL ENTRY DOORS INTO UNITS. PROVIDE LEVER TYPE DOOR HARDWARE ON ALL PUBLIC AREA DOORS. PROVIDE LEVER TYPE DOOR HARDWARE ON ALL INTERIOR DOORS ON HANDICAPPED O a1 O ® O ACCESSIBLE UNITS. 6 PANEL 20 MIN. RATM PAIR OF 6 PANEL PAIR OF 6 PANEL MIRRORED 51-PASS 4. MOUNT ALL DOOR LEVERS AT 3'-O" A.F.F. 5. DOOR CLOSERS - ADJUST THE SWEEP PERIOD OF THE CLOSER SO THAT A MINIMUM OF 3 SECONDS IS REQUIRED FOR THE DOOR TO MOVE FROM AN OPEN POSITION OF 10 DEGREES TO A POINT 3" FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 6. DOOR OPENING FORCE REQUIRED FOR PUSHING OR PULLING OPEN A HINGED DOOR SHALL BE APPLIED PERPENDICULAR TO THE DOOR, AT THE DOOR OPENER OR 30" FROM THE / HINGED SIDE, n / L 1. THE OPENING FORCE FOR EXTERIOR HINGED DOORS SHALL NOT EXCEED 8.5 LBF. 0 (2) 0 S. THE OPENING FORCE FOR INTERIOR HINGED DOORS SHALL NOT EXCEED 5 LBF. SINGLE 3 PANEL PAIR OF FRENCH FRENCH POCKET DOOR WINDOW SCHEDULE WINDOW NOTES UNITS MARK SIZE No. OF LITES DESCRIPTION REMARKS 1. ALL WINDOWS WITHIN 24" OF A DOOR HAVING THE BOTTOM SILL OF THE WINDOW BEING BELOW 60" A.F.F. MUST BE OF SAFETY GLASS. ® 2060 9 SINGLE HUNG/ALUMINUM 24" ABOVE F.F. PER 2006 IBC ® 2660 9 SINGLE HUNG/ALUMINUM 24" ABOVE F.F. PER 2006 IBC 2. ALL WINDOWS WITHIN 18" OF THE FINISHED FLOOR MUST BE OF © 3060 S SINGLE HUNG/ALUMINUM 24" ABOVE F.F. PER 2006 IBC SAFETY ASS. 3. ALL OPERABLE WINDOWS ARE TO HAVE INSTALLED WINDOW ® 2-26 60 IS SINGLE HUNG/ALUMINUM 24" ABOVE F.F. PER 2006 IBC OPENINING CONTROL DEVICES THAT COMPLY WITH ASTM F2090. 4046 - CASEMENT/ALUMINUM 24" ABOVE F.F. PER 2006 IBC DEVICES ARE TO KEEP WINDOWS FROM OPENING MORE THAN 3 1/8". WHEN OPENING CONTROL DEVICES ARE RELEASED, WINDOW SHOULD Q 5030 18 FDW/ALUMINUM 24" ABOVE F.F. PER 2006 IBC OPEN TO FULL OPENING SIZE TO ALLOW EMERGENCY EGRESS. WINDOW TYPES ' SINGLE -HUNG- MRS CASEMENT- UNITS FDW- SLDG. 0 rn 4 21-011�- 2-� �' � 31-011k- � 51-011 * � 41-011 0 �., TWIN TWIN — TOP OF PLYWOOD B INTERIOR DOOR — — — — — — WINDOW— — — — — — — — ROOM FINISH SCHEDULE TYPICAL UNIT ROOM TYPE FLOOR BASE WALL CEILING ENTRY VINYL PLANK WOOD GYP. BD. GYP. BD. LIVING ROOM CARPET WOOD GYP. BD. GYP. BD. DINING VINYL PLANK WOOD GYP. BD. GYP. BD. KITCHEN VINYL PLANK WOOD GYP. BD. GYP. BD. UTILITY VINYL PLANK WOOD GYP. BD. GYP. BD. BEDROOM CARPET WOOD GYP. BD. GYP. BD. BATH VINYL PLANK WOOD GYP. BD. GYP. BD. CLOSET CARPET WOOD GYP. BD. GYP. BD. Copyright@ 2012 TED TROUT ARCHa= AND ASSOCIATES, LTD. dra ' and specifications as service and Inetramente of remain the property of the Architect. They are not to be used ono r projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect 06.26.2013 CLIENT: PROJECT NAME: NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS DATE ISSUE 05.213.2013 ISSUE FOR PERMIT A06.26.2013 CITY COMMENTS tz t trts t yzs 2 _ t x x � }P e� AL .i�3+ f t� 1 i Y � ySzzi2! z._ Et aavZ...._._.L°t......._u�....usj......i':Ti«.�.`P-��`... 11 - -.ii 1AI-Q 1/111 2 I UNIT "IA -SIC" ACCE5515LE FLOOR PLAN 1/411 = 11-0" N.C. ADAPTA5LE KEYNOTE5: 18 ADD WALL MOUNTED GRAB BARS AT TOILET ON ALL FIRST FLOOR UNITS. SEE DETAIL I/AO.4 19 ADD WALL MOUNTED GRAB BARS AT BATHTUBS ON ALL FIRST FLOOR UNITS. SEE DETAIL 2/AO.4 20 REMOVE CABINET UNDER SINK AND INSULATE PIPES ON ALL FIRST FLOOR. SEE DETAIL 3/AO.4 21 REMOVE CABINET UNDER COUNTER TO BE USED AS WORKSPACE ON ALL ACCESSIBLE UNITS. SEE DETAIL 3/AO.4 GENERAL NOTE6: 1. DOOR OPENINGS START AT 4" FROM FACE OF WALL UNLESS DIMENSIONED OTHERWISE, OR ARE CENTERED IN WALL 2. ELECTRICAL OUTLETS TO BE MOUNTED AT 15" A.F.F. LIGHT SWITCHES 4 THERMOSTATS TO BE MOUNTED AT 48" A.F.F. SHOWER HEADS TO BE MOUNTED AT 1'-O" A.F.F. SHOWER CURTAIN ROD TO BE MOUNTED AT 04' A.F.F. AND 2" IN FROM EDGE OF TILE TO CENTERLINE 3. CEILING MOUNTED SMOKE DETECTORS ARE TO BE INSTALLED IN EACH BEDROOM AND LIVING AREA AND MUST BE A MIN. OF 3'-0" AWAY FROM AIR CONDITIONING VENTS. ALL APARTMENT UNIT SMOKE ALARMS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING, ARE TO BE EQUIPPED WITH BATTERY BACKUP, AND ARE TO BE INTERCONNECTED. SEE ELECTRICAL DRAWINGS FOR LOCATIONS 4. ALL RECESSED LIGHTING AND BATHROOM EXHAUST SYSTEMS TO , BE EITHER U.L. RATED OR PLACED IN A U.L. RATED ENCLOSURE EQUAL TO THE FIRE RATING OF THE CEILING MEMBRANE. NOTE: ALL APARTMENT UNIT SMOKE ALARMS MUST BE INSTALLED AT LEAST 3'-0" AWAY FROM AIR CONDITIONING VENTS. RE: ELECT. DWG. FOR LOCATIONS. ALL SMOKE UNIT ALARMS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING ARE TO BE EQUIPPED WITH BATTERY BACKUP AND ARE TO BE INTERCONNECTED. KEYNOTE5: (1 2"xb" STUD WALL (2 46" HIGH COUNTER © CROWN MOULDING ® OVERHEAD A/C ACCESS DOOR (5) 30"60"A5"d. OVERHEAD LINEN CABINET ® CERAMIC TILE TO 1'-2" A.F.F. ON 3 WALLS AROUND BATHTUB 0 42" HIGH 2"xb" STUD WALL WITH 1x8 CAPPING ® 42" HIGH METAL HANDRAIL Q9 ALUMINUM THRESHOLD (3/4"h MAX. W/ 1/211 LEVEL CHANGE MAX.) ® MEDICINE CABINET (D WIRE SHELVES 0 LINEN, TYP. ® BLOCKING TO BE INSTALLED IN WALLS ON ALL FIRST FLOOR UNITS TO SUPPORT GRAB BARS AT TOILET AND GRAB BARS AT BATHTUB FOR POSSIBLE FUTURE ACCESSIBILITY CONVERSION ® WATER HEATER ® lb" DEEP VENTILATED METAL SHELVING MOUNTED AT 5'-O" A.F.F. © WOOD SHELVES ® USE 45' MIN RATED DOOR WITHIN 10' OF STAIR © PLANT SHELF 30"x2'I" HOOD/ MICROWAVE 301' RANGE SPACE ELEVATION 3'-51/8" 3/8" 21-211 2xb O m WALL i C4 uNit 1� 1 -BEDROOM I -BATH CONDITIONED AREA 641 SQ.FT. STORAGE AREA SQ.FT. 5ALC./MISC. AREA 9 SQ.FT. TOTAL AREA 650 SQ.FT. NUMBER OF UNITS 2 FIREPLACES 0 FLAN LEGEND: VINYL TILE FLOORING (SEE SPECS.) — — — — — — PROVIDE BLOCKING IN WALLS FOR FUTURE HANDRAILS. IRIS (1 ROD, I SHELF) - (MOUNTED AT 6'-5" A.F.F.) 2R26 ORODS, 2 SHELVES) - (MOUNTED AT 6'-5" A.F.F.4 3'-1" A.F.F.) 56 5 SHELVES CEILING TO BE FURRED -DOWN 1'-6" IN THIS AREA FOR DOOR 4 WINDOW SCHEDULE SEE AI.O DIMENSIONS ON FLOOR PLAN ARE STUD FACE -TO -STUD FACE DIMENSIONS ON ELEVATIONS ARE SHOWN TO FINISH OPEN 8'-61/2" L II I Cq 35" BASE 36" SINK BASE DISHWASHER CABINET CABINET C I K ITCI-IEN 2'-41/8" 2'-211 2x4 WALL I WALL - o N _ 3/ " 24" 2" DEAD 1'-6 1/8" [ [ 2411 211 SPACE b 141 OPEN COUNTER OPEN COUNTER MILLWORK SECTION MILLWORK SECTION UNIT lk' FLOOR PLAN 1/4" = 1'-011 O N p N 33"x5" 24"x3O" 30"xB" 12"x3011 - N \ I� ! I ( I HOOD/ MICROWAVE: TYP. L it i I i. j ! f i li RANGE 'E (� OF LIGHT CL i__ FD(MRE Lu N > o U b' Cq 3 TYPICAL MILLWORK IDIMEN51ON5 ENTRY Ki=rKlQtXATOK 2411 BASE 12" BASE PANTRY CABINET 2,CABINET 2111 1 1/2" 22 1/211 MILLWORK SECTION BATHROOM WIRE SHELF _ aN o iA'_Q 1/711 41 30"x30" MIRROR \ / (P O l o � � N / 42" SINK BASE CABINET 5. KITC(-INN A 5ATI-I I O" FOR LOCATIONS RE: NOTE 11/T14I6 %IT. WIRE SHELVINGi O 9" 5A5E i -L'-6" 2'-9" �vl�hwtti c� is-- PAVC CABINET COUNTER SINK w/ CABINET 32" HIGH SPACE CABINET DRS. u 3 f g 3�4 i S.S 2IT }�a 2 y .-wk a .. �� z-"' Rllnn -p- 2a x yyF I y ° ��s*�22 4.� : HIM Copyright@ 2012 TO TROUT ARCffi =AND ASSOCIATES, I:1'D. drawings and specifications as m*uments of service and shall remain the property of the Architect. They are not to be used on otfier projects or extensions to this project except by agreement in writing and mth appropriate compensation to the Architect. lk� '•y•OF.��,�,P 05.29.2013 CLIENT PROJECT NAME PROJECT LOCATION: N >r TAUBER ROAD COLLEGE STATION, TEXAS 3 I UNIT 14" INTERIOR ELEV 4T IONS 1/4" = 1'-0" KITCHEN 3/8" -- I' - 0" 4 I UNIT "IA" ACCE5515LE INTERIOR ELEVATION 1/4" = 1'-O" il 5 Y,y ��I�JXiQE.EtE t�'x .� �;2 3-•-_-•-•-�^� r M y y �- i y Sy�2yyL pi 5 k j2 �p a3 2 -tq •i �� Y [- 1}� L� 2 E. .3 �YE�� G� 1�.....•.-..� 9-"a} ,r saE asp-.,-.�5`�-i #. r,��. C 6 KITCHEN HOOD/ MICROWAVE 30" RANGE SPACE ELEVATION OF LIGHT FIXTURE r 3'-5 1/8" 2'-2" N 2x6 I WALL p _ Cq 5'-1 5/8" T-41/8" 2'-2" f`V 10, 2x4 - WALL I 2x6 O eq WALL N 6 3/ " 24" 2" DEAD 1'-6 1/8" 24" I (jam 211 SPACE 61/8" OPEN COUNTER OPEN COUNTER MILLWORK SECTION MILLWORK SECTION WIRE SHELF N � M in • 21° 1 1/2" 22 V2" FOR LOCATIONS MILLWORK SECTION RE: NOTE IVTHIS SHT. BATHROOM UTILITY ROOM WIRE SHELVING TYfD ICAL MILLWORK D IMEN5 ION5 rk OF LIGHT FIXTURE 3ON30" - "' \ / MIRROR P. LAM. COUNTERTOP TYP. E= q O —� N 48" SINK BASE CABINET 5ATH o" 0 N 33"xi5" 9"x30" 30"xl5" SN30 P. L M. �. HOOD/ COUNTER P TYI� ICROWAVE TYP. 77 o RANGE I _i [l 0 I�GrIci�Gt�r+ivi� 9" BASE 9" BASE CABINET CABINET KITCHEN 3/8" = 1' - 0" 30" BASE 36" SINK BASE tJ1.7FiWfi.7ti�1C CABINET CABINET C KITCHEN 3/8" = I' _ 0" ( UNIT 111511 1115a" INTERIOR ELEVATIONS 1/4" - 1'-0" PLAN LEGEND: VINYL TILE FLOORING (SEE SPECS.) — — — — — — PROVIDE BLOCKING IN WALLS FOR FUTURE HANDRAILS. IRIS (I ROD, 1 SHELF) - (MOUNTED AT 6'-5" A.F.F.) 2R26 ORODS, 2 SHELVES) - (MOUNTED AT 6'-5" A RFA V-7 A.F.F.) 56 5 SHELVES CEILING TO BE FURRED -DOWN I'-6" IN THIS AREA FOR DOOR 4 WINDOW SCHEDULE SEE AI.O DIMENSIONS ON FLOOR PLAN ARE STUD FACE -TO -STUD FACE DIMENSIONS ON ELEVATIONS ARE SHOWN TO FINISH 16'-1" cc N 4 UNIT 11115a 11 LIPPER FLOOR PLAN 1/4" = 1'-0" 3 I UNIT 1115a" LOWER FLOOR FLAN 1/4" = 1'-0" KEYNOTES: (D 2"x6" STUD WALL Q2 46" HIGH COUNTER © CROWN MOULDING ® OVERHEAD A/C ACCESS DOOR © 30"x30"x15"d. OVERHEAD LINEN CABINET Q6 CERAMIC TILE TO T-2" A.F.F. ON 3 WALLS AROUND BATHTUB CI) 42" HIGH 2"xb" STUD WALL WITH lx8 CAPPING ® 42" HIGH METAL HANDRAIL Q9 ALUMINUM THRESHOLD (3/4"h MAX. W/ 1/2" LEVEL CHANGE MAX.) ® MEDICINE CABINET QD WIRE SHELVES d LINEN, TYP. ® BLOCKING TO BE INSTALLED IN WALLS ON ALL FIRST FLOOR UNITS TO SUPPORT GRAB BARS AT TOILET AND GRAB BARS AT BATHTUB FOR POSSIBLE FUTURE ACCESSIBILITY CONVERSION Q3 WATER HEATER ® 190 DEEP VENTILATED METAL SHELVING MOUNTED AT 5'-0" A F.F. © WOOD SHELVES ® USE 45' MIN RATED DOOR WITHIN 10' OF STAIR © PLANT SHELF GENERAL_ NOTE%5: I. DOOR OPENINGS START AT 4" FROM FACE OF WALL UNLESS DIMENSIONED OTHERWISE, OR ARE CENTERED IN WALL 2. ELECTRICAL OUTLETS TO BE MOUNTED AT 15" A.F.F. LIGHT SWITCHES 4 THERMOSTATS TO BE MOUNTED AT 48n A.F.F. SHOWER HEADS TO BE MOUNTED AT T-O" A.F.F. SHOWER CURTAIN ROD TO BE MOUNTED AT 6'-4" A.F.F. AND 2" IN FROM EDGE OF TILE TO CENTERLINE 3. CEILING MOUNTED SMOKE DETECTORS ARE TO BE INSTALLED IN EACH BEDROOM AND LIVING AREA AND MUST BE A MIN. OF 3'-O" AWAY FROM AIR CONDITIONING VENTS. ALL APARTMENT UNIT SMOKE ALARMS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING, ARE TO BE EQUIPPED WITH BATTERY BACKUP, AND ARE TO BE INTERCONNECTED. SEE ELECTRICAL DRAWINGS FOR LOCATIONS 4. ALL RECESSED LIGHTING AND BATHROOM EXHAUST SYSTEMS TO BE EITHER U.L. RATED OR PLACED IN A U.L. RATED ENCLOSURE EQUAL TO THE FIRE RATING OF THE CEILING MEMBRANE. NOTE: ALL APARTMENT UNIT SMOKE ALARMS MUST BE INSTALLED AT LEAST 3'-0" AWAY FROM AIR CONDITIONING VENTS. RE: ELECT. DWG. FOR LOCATIONS. ALL SMOKE UNIT ALARMS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING ARE TO BE EQUIPPED WITH BATTERY BACKUP AND ARE TO BE INTERCONNECTED. P.C. ADAPTA5LE KEYNOTE61. lg ADD WALL MOUNTED GRAB BARS AT TOILET ON ALL FIRST FLOOR UNITS. SEE DETAIL I/AO.4 19 ADD WALL MOUNTED GRAB BARS AT BATHTUBS ON ALL FIRST FLOOR UNITS. SEE DETAIL 2/AO.4 20 REMOVE CABINET UNDER SINK AND INSULATE PIPES ON ALL FIRST FLOOR. SEE DETAIL 3/AO.4 21 REMOVE CABINET UNDER COUNTER TO BE USED AS WORKSPACE ON ALL ACCESSIBLE UNITS. SEE DETAIL 3/AO.4 0 uNit 1 I -BEDROOM 2.5 -BATH CONDITIONED AREA 195 SQ.FT, STORAGE AREA SQ.FT. BALC./MISC. AREA 6 SQ.FT. TOTAL AREA 801 SQ.FT. NUMBER OF UNITS 1 FIREPLACES 0 uNit i -BEDROOM 1.5 -BA?H CONDITIONED AREA 1S SQ.FT. STORAGE AREA SQ.FT. BALC./MISC. AREA 6 SQ.FT. TOTAL AREA 801 SQ.FT. NUMBER OF UNITS 1 FIREPLACES 0 1 u �o (UN IT 111511 LOWER FLOOR PLAN 1/4" = 1'-0" Copyright ® 2012 T® TROUT ARCHM AND AS40CIAT115, M. dmwiW and specifications as mahm=6 of service and s1iaIl remain the y of the Architect. They are not to be used op np%o r projects or e:tenslons to this project except by agreement in witinA and mth appropnate compensation to the Architect Au t ��'••. 7756 05.29.2013 CLIENT: PROJECT NAME PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS ,�(�.vvYF, ft � yY #.€... EMlls�il Y ET i 5 3 �... O �- q: i F Y EY Y t S 3€ f Y P 'f-" EHI i t- t�i �&F SECS' ION 1/4" = 1'-0" 1211 OL -- � ;nLH „uLu o �r 24" 26" .WORK SECTION KITCHEN HOOP/ MICROWAVE 30" RANGE SPACE ELEVATION CABINET CABINET FLAN LEGEND: VINYL TILE FLOORING (SEE SPECS.) — — — — — — PROVIDE BLOCKING IN WALLS FOR FUTURE HANDRAILS. 3/8" 2'-2" N _ZZ 2xb I WALL— O �, I L IRIS (I ROD, 1 SHELF) - (MOUNTED AT 6'-5" A.F.F.) 2R26 MODS, 2 SHELVES) - (MOUNTED AT 6'-5" A.F.F.t 3'-l' A.F.F.) 56 5 SHELVES CEILING TO BE FURRED -DOWN 1'-6' IN THIS AREA FOR DOOR t WINDOW SCHEDULE SEE ALO DIMENSIONS ON FLOOR PLAN ARE STUD FACE -TO -STUD FACE DIMENSIONS ON ELEVATIONS ARE SHOWN TO FINISH KEYNOTES: Ql 2'x6' STUD WALL © 46" HIGH COUNTER © CROWN MOULDING ® OVERHEAD A/C ACCESS DOOR ® 30"x30"x15"d OVERHEAD LINEN CABINET © CERAMIC TILE TO l'-2" A.F.F. ON 3 WALLS AROUND BATHTUB © 42" HIGH 2"xb" STUD WALL WITH ix8 CAPPING ® 42' HIGH METAL HANDRAIL Q9 ALUMINUM THRESHOLD (3/4'h MAX. W/ 1/2" ,LEVEL CHANGE MAX.) ® MEDICINE CABINET ® WIRE SHELVES ! LINEN, TYP. 0 BLOCKING TO BE INSTALLED IN WALLS ON ALL FIRST FLOOR UNITS TO SUPPORT GRAB BARS AT TOILET AND GRAB BARS AT BATHTUB FOR POSSIBLE FUTURE ACCESSIBILITY CONVERSION 0 WATER HEATER ® ib" DEEP VENTILATED METAL SHELVING MOUNTED AT 5'-0" A.F.F. © WOOD SHELVES ® USE 45' MIN RATED DOOR WITHIN 10' OF STAIR © PLANT SHELF T-4l/8" 2'-2'1 2x4 WALL I o C" WALL N DEAD 24" _ 2" PACE 1/8"24' 2' 6 it " OPEN COUNTER OPEN COUNTER MILLWORK SECTION MILLWORK SECTION 4 13 S P Io AL MILLWORK IDIMEN51ON5 (� OF LIGHT FIXTURE z u N 1J1 4 - } O - U 'n En 21" 22 1/2f' MILLWORK SECTION BATHROOM GENERAL NOTES: I. DOOR OPENINGS START AT 4' FROM FACE OF WALL UNLESS DIMENSIONED OTHERWISE, OR ARE CENTERED IN WALL 2. ELECTRICAL OUTLETS TO BE MOUNTED AT B" A.F.F. LIGHT SWITCHES t THERMOSTATS TO BE MOUNTED AT 48" A.F.F. SHOWER HEADS TO BE MOUNTED AT 1'-0' A.F.F. SHOWER CURTAIN ROD TO BE MOUNTED AT 04" A.F.F. AND 2" IN FROM EDGE OF TILE TO CENTERLINE 3. CEILING MOUNTED SMOKE DETECTORS ARE TO BE INSTALLED IN EACH BEDROOM AND LIVING AREA AND MUST BE A MIN. OF 3'-0' AWAY FROM AIR CONDITIONING VENTS. ALL APARTMENT UNIT SMOKE ALARMS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING, ARE TO BE EQUIPPED WITH BATTERY BACKUP, AND ARE TO BE INTERCONNECTED. SEE ELECTRICAL DRAWINGS FOR LOCATIONS 4. ALL RECESSED LIGHTING AND BATHROOM EXHAUST SYSTEMS TO BE EITHER U.L. RATED OR PLACED IN A U.L. RATED ENCLOSURE EQUAL TO THE FIRE RATING OF THE CEILING MEMBRANE. NOTE: ALL APARTMENT UNIT SMOKE ALARMS MUST BE INSTALLED AT LEAST 3'-0" AWAY FROM AIR CONDITIONING VENTS. RE: ELECT. DWG. FOR LOCATIONS. ALL SMOKE UNIT ALARMS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING ARE TO BE EQUIPPED WITH BATTERY BACKUP AND ARE TO BE INTERCONNECTED. unit 1 I -BEDROOM 1.5 -BATH CONDITIONED AREA 815 SQ.FT. STORAGE AREA SQ.FT, BALC./MISC. AREA 38 SQ.FT. TOTAL AREA 853 SQ.FT. NUMBER OF UNITS 13 FIREPLACES 0 WIRE SHELF UTILITY ROOM n o s 67 FOR LOCATIONS RE: NOTE II/THIS SHT. WIRE SHELVING O N ¢ OF LIGHT FIXTURE 30'x30" - Q, MIRROR \11/ P. LAM. COUNTERTOP TYP. O — N 48' SINK BASE CABINET C KITCHEN � KITCHEN 5ATH 3/8" = I' - 0" 3/8" = 1' - 0" 3/8" -- I' - 0" 3 UNIT "1C" INFERIOR ELEVATIONS 1/4" = 1'-0" ,2 6 N Q UNIT "10" LIPPER FLOOR PLAN 1/4" = 1'-0" UNIT "1C" LOWER FLOOR PLAN 1/4" = 1'-0" 10 1/2" Copyright@ 2012 TED TROUT ARCHITECT AND AS40CIATgS, LTD. drawings and speeftatione as mshunents of service and sal remain the of the Architect They are not to be used on o projects or extensions to this Rmject emeept by agreement in writ* and with appropnate compensation �o the Architect 0519.2013 CLIENT: PROJECT NAME: NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS I1 r f �f % IIiifY.`j2 y p I CSL ^ '� L mn t t .ri.ac 10-1 1/2" SECS' ION 1/4" = 1'-0" r—+ i FYI FXI xll� vo 1/111..�1-til HUUP/ MICROWAVE 3011 RANGE SPACE ELEVATION PLAN LEGEND: VINYL TILE FLOORING (SEE SPECS.) — — — — — — PROVIDE BLOCKING IN WALLS FOR FUTURE HANDRAILS. IRIS (I ROD, 1 SHELF) - (MOUNTED AT b'-5" A.F.F.) 2R26 ORODS, 2 SHELVES) - (MOUNTED AT 6'-5" 4F.F.4 3'-1" A.F.F.) 56 5 SHELVES CEILING TO BE FURRED -DOWN 1'-b" IN THIS AREA FOR DOOR t WINDOW SCHEDULE SEE ALO DIMENSIONS ON FLOOR PLAN ARE STUD FACE -TO -STUD FACE DIMENSIONS ON ELEVATIONS ARE SHOWN TO FINISH KEYNOTE6: Qi 2"xb" STUD WALL Q2 46" HIGH COUNTER © CROWN MOULDING ® OVERHEAD A/C ACCESS DOOR 30"x30"x15"d OVERHEAD LINEN CABINET © CERAMIC TILE TO 1'-2" A.F.F. ON 3 WALLS AROUND BATHTUB O 42" HIGH 2"xb" STUD WALL WITH ix8 CAPPING ® 42" HIGH METAL HANDRAIL Q9 ALUMINUM THRESHOLD (3/4"h MAX. W/ 1/2" LEVEL CHANGE MAX.) ® MEDICINE CABINET (2) WIRE SHELVES 0 LINEN, TYP. 0 BLOCKING TO BE INSTALLED IN WALLS ON ALL FIRST FLOOR UNITS TO SUPPORT GRAB BARS AT TOILET AND GRAB BARS AT BATHTUB FOR POSSIBLE FUTURE ACCESSIBILITY CONVERSION 0 WATER HEATER 0 ib" DEEP VENTILATED METAL SHELVING MOUNTED AT 5'-0" A.F.F. © WOOD SHELVES Q USE 45' MIN RATED DOOR WITHIN 10' OF STAIR © PLANT SHELF I �- 2xb WALL i p N ON N.C. ADAPTA5LE KEYNOTE51.1 IS ADD WALL MOUNTED GRAB BARS AT TOILET ON ALL FIRST FLOOR UNITS. SEE DETAIL 1/AO.4 19 ADD WALL MOUNTED GRAB BARS AT BATHTUBS ON ALL FIRST FLOOR UNITS. SEE DETAIL 2/AO.4 20 REMOVE CABINET UNDER SINK AND INSULATE PIPES ON ALL FIRST FLOOR. SEE DETAIL 3/AO.4 21 REMOVE CABINET UNDER COUNTER TO BE USED AS WORKSPACE ON ALL ACCESSIBLE UNITS. SEE DETAIL 3/AO.4 2'-4 1/811 2'-211 N 2x4 I g„ WALL I 2x6 0 cq WALL N b 3/ " 24" __J� 2" PACE 1'-6 I1W 2411 211 b 141 OPEN COUNTER OPEN COUNTER MILLWORK SECTION MILLWORK SECTION 4 OF LIGHT fL f.- FIXTURE Z Lu ua N } u �* 4 TYPICAL MILLWORK D IMENS IONS 3/811 = 1'-011 • 3011 BASE 30" SINK BASE DISWWASHER CABINET CABINET KITCHEN 3/8" = V - 0" 21" 1 1/2" 22 1/2" MILLWORK SECTION BATHROOM O N "x30" 301,x15" 2411x30" 3311xI5" N o / � / L 9 i I HOOD/ P. LAM. -' MICROWAVE TYP. COUNTERTO TYP. _ T ff RANGE cq 9" BASE 24" 5A5E � 1r�1%-hcnn 1 vF% CABINET CABINET KITCHEN UNIT "ID" INTERIOR ELEVATIONS 1/4" = 1'-0" cr tr GENERAL NOTE6: I. DOOR OPENINGS START AT 4" FROM FACE OF WALL UNLESS DIMENSIONED OTHERWISE, OR ARE CENTERED IN WALL 2. ELECTRICAL OUTLETS TO BE MOUNTED AT 15" A.F.F. LIGHT SWITCHES 4 THERMOSTATS TO BE MOUNTED AT 48" A.F.F. SHOWER HEADS TO BE MOUNTED AT 1'-0" A.F.F. SHOWER CURTAIN ROD TO BE MOUNTED AT 0 4" A.F.F. AND 2" IN FROM EDGE OF TILE TO CENTERLINE 3. CEILING MOUNTED SMOKE DETECTORS ARE TO BE INSTALLED IN EACH BEDROOM AND LIVING AREA AND MUST BE A MIN. OF 3'-0" AWAY FROM AIR CONDITIONING VENTS. ALL APARTMENT UNIT SMOKE ALARMS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING, ARE TO BE EQUIPPED WITH BATTERY BACKUP, AND ARE TO BE INTERCONNECTED. SEE ELECTRICAL DRAWINGS FOR LOCATIONS 4. ALL RECESSED LIGHTING AND BATHROOM EXHAUST SYSTEMS TO BE EITHER U.L. RATED OR PLACED IN A U.L. RATED ENCLOSURE EQUAL TO THE FIRE RATING OF THE CEILING MEMBRANE. NOTE: ALL APARTMENT UNIT SMOKE ALARMS MUST BE INSTALLED AT LEAST 3'-0" AWAY FROM AIR CONDITIONING VENTS. RE: ELECT. DWG. FOR LOCATIONS. ALL SMOKE UNIT ALARMS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING ARE TO BE EQUIPPED WITH BATTERY BACKUP AND ARE TO BE INTERCONNECTED. uNir 1 1-BEDROOM 1.5 -BATH CONDITIONED AREA 815 SQ.FT. STORAGE AREA SQ.FT. BALCJ1115C. AREA 38 SQ.FT. TOTAL AREA 853 SQ.FT. NUMBER OF UNITS 13 FIREPLACES 0 WIRE SHELF UTILITY ROOM 30"x30" FOR LOCATIONS RE: NOTE IVTHIS $NT. WIRE SHELVING lk OF LIGHT FIXTURE A( BATH 3/8" = 1' - 0" /III / `'' oP N N 11" 6'-611 9'-2 1/211 2'-9 1/211 4'-II" n 1'-6" -- = ' _ IRIS ------------ — O p _ � 6 � T � N O cla — i 1--------------- -- --- W/D I - ---- -- 2R25 x"x ' i (TYP.) v I I � I 12'-6 1/2" 4'-0 1/2" a' � I ON LOFT ---------------- ' ( 11'-9" x 12'41' _ I ---------------- _ r ------------------ [V cq a' 1 I 1 _^ n, \ I OPEN TO ------- --------- ' '-BELOW . /----------------' ' 'x" ---------------- o — LINE OF W LL BELO I � oil 1 I ® _ I i 3'-3 1/411 1 2'-1111 2'-6" 1-1 1/ " ,10'-5 3/411 51_311 2 UN IT "ID" UPPER FLOOR PLAN 1/4" = 1'-0" In 9'-0" 4'-011 3'-1" UNIT "ID" LOWER FLOOR PLAN 1/4" = 1'-0" Copyright® 2012 TED TROUT ARCMTECT AND ASSOCIATE, M. dravings specifications as instruments of service and sba remain the {{yy of the Architect. They are not to be used Onn'Potfier projects or estenaions to this project enept by agreement in Brit' and mth appropnate compensation �o the Arebitect 05.29.2013 CLIENT: PROJECT NAME: PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS 5ECo,ION 1/411 V>- II 1211 Lu 11 — � I i I— II O � I r I— i I C I I 24" 26" MILLWORK SECTION KITCHEN HUUU/ MICROWAVE 30" RANGE SPACE ELEVATION FLAN LEGEND: VINYL TILE FLOORING (SEE SPECS.) — — — — — — PROVIDE BLOCKING IN WALLS FOR FUTURE HANDRAILS. IR16 (1 ROD, 1 SHELF) - (MOUNTED AT 6'-5" A.F.F.) 2R26 ORODS, 2 SHELVES) - (MOUNTED AT 6'-5" A.F.F.4 3'-1" A.F.F.) 56 5 SHELVES CEILING TO BE FURRED -DOWN I'-6' IN THIS AREA FOR DOOR 4 WINDOW SCHEDULE SEE A1.0 DIMENSIONS ON FLOOR PLAN ARE STUD FACE: -TO -STUD FACE DIMENSIONS ON ELEVATIONS ARE SHOWN TO FINISH KEYNOTES: QI 2"x6" STUD WALL Q2 46" HIGH COUNTER © CROWN MOULDING ® OVERHEAD A/C ACCESS DOOR (5 30"60"x15"d OVERHEAD LINEN CABINET ® CERAMIC TILE TO 1'-2" A.F.F. ON 3 WALLS AROUND BATHTUB CI) 42" HIGH 2"x6" STUD WALL WITH Ix8 CAPPING ® 42" HIGH METAL HANDRAIL Q ALUMINUM THRESHOLD (3/4'h MAX. W/ 1/2" LEVEL CHANGE MAX.) ® MEDICINE CABINET (1) WIRE SHELVES a LINEN, TYP. ® BLOCKING TO BE INSTALLED IN WALLS ON ALL FIRST FLOOR UNITS TO SUPPORT GRAB BARS AT TOILET AND GRAB BARS AT BATHTUB FOR POSSIBLE FUTURE ACCESSIBILITY CONVERSION 0 WATER HEATER ® I6" DEEP VENTILATED METAL SHELVING MOUNTED AT 5'-0' A.F.F. © WOOD SHELVES ® USE 45' MIN RATED DOOR WITHIN 10' OF STAIR © PLANT SHELF 3'-5 1/8" 3/8" 2'-2" - N I � 2xb O - WALL 6 3/ II 2411 211 OPEN COUNTER MILLWORK SECTION 0 DISHWASHER 30" SINK BASE 30" BASE CABINET CABINET C KITCHEN 3/8" = 1' - 0" 5'-1 5/8" 2' -41/8" 2'-2" 2x4 I N WALL I 24 O WALL DEAD 1'-6 1/8" 24" 2" SPACE 6 libil OPEN COUNTER MILLWORK SECTION GENERAL NOTE5: I. DOOR OPENINGS START AT 4" FROM FACE OF WALL UNLESS DIMENSIONED OTHERWISE:, OR ARE CENTERED IN WALL 2. ELECTRICAL OUTLETS TO BE MOUNTED AT 15" A.F.F. LIGHT SWITCHES 4 THERMOSTATS TO BE MOUNTED AT 48' A.F.F. SHOWER HEADS TO BE MOUNTED AT 1'-0" A.F.F. SHOWER CURTAIN ROD TO BE MOUNTED AT 6'-4' A.F.F. AND 2" IN FROM EDGE OF TILE TO CENTERLINE 3. CEILING MOUNTED SMOKE DETECTORS ARE TO BE INSTALLED IN EACH BEDROOM AND LIVING AREA AND MUST BE A MIN. OF 3'-0" AWAY FROM AIR CONDITIONING VENTS. ALL APARTMENT UNIT SMOKE ALARMS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING, ARE TO BE EQUIPPED WITH BATTERY BACKUP, AND ARE TO BE INTERCONNECTED. SEE ELECTRICAL DRAWINGS FOR LOCATIONS 4. ALL RECESSED LIGHTING AND BATHROOM EXHAUST SYSTEMS TO BE EITHER U.L. RATED OR PLACED IN A U.L. RATED ENCLOSURE EQUAL TO THE FIRE RATING OF THE CEILING MEMBRANE. NOTE: ALL APARTMENT UNIT SMOKE ALARMS MUST BE INSTALLED AT LEAST 3'-0" AWAY FROM AIR CONDITIONING VENTS. RE: ELECT. DWG. FOR LOCATIONS. ALL SMOKE UNIT ALARMS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING ARE TO BE EQUIPPED WITH BATTERY BACKUP AND ARE TO BE INTERCONNECTED. (� OF LIrsWT FIXTURE: w N w } u 4 T 1-" P,I�CAL MILLWORK D IMEN51ON5 illy /III 3 n a u UN I or 10 1-51EDROO I 1.5 -5 4TH CONDITIONED AREA 1035 SQ.ET. STORAGE AREA SQ.FT. 5ALC./MISC. AREA 1 SQ.FT. TOTAL AREA 1042 SQ.1=T, NUMBER OF UNITS 1 FIREPLACES 0 1'V2n ° I1/2 22 MILLWORK SECTION BATHROOM 33'x15" 24"40' 30"x15' SN30' 0 N o � I 00 HOOD/ TOP TYP. MICROWAVE TYP. �9 N - O P. L COU M. Cr _ o / I RANGE flrr�v-r!Y Ai1!'9 ' ••"14" CAbl: 9" 0 _ h CABINET CABINET KITCHEN 3/8" = 1' - O' UNIT "11D5" INTERIOR ELEVATIONS 1/4" 2 11-0" 0 M WIRE SHELF 119 -.. 30ax30" 0 o _ in u _ FOR LOCATIONS RE: NOTE IUTHIS BHT. WIRE SHELVING ¢ OF LIGHT FIXTURE MIRROR P. LAM. COUNTERTOP TYP. 48' SINK BASE CABINET 5ATH 3/8" = 1' - O" H 0 Ir cc 21'_1 3/d" UNIT "1D5" UPPER FLOOR PLAN 1/4" 3'-1" 4'-0" 9'-2" UNIT "11)5" LOWER FLOOR PLAN 1/4" = 1'_0" Nf�, 3 � �exx`S°a�oY 35 S 3 22 1�111" 1' �N f F. _.M�- � ,_. ;z. ,.;.MR.-M'z...,__., �. .._R_:_......_..x.,..�s. Copyright® 2012 TED TROUT ARMTECT AND AS4oClATS4, LTD. drawbars and specifications as mstruments of service and sill remain the of the Arcbitect. They are not to be used on prom r projects or extensions to this project except by agreement m writm�q and with appropnate compensation �o the Architeck 05.29.2013 CUEW. PROJECT NAME NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS � z mH �MM f f SECT ION 1/4" = 1'-O" T.O. PLYWD. T.O. PLATE T.O. PLYWD. T.O. PLATE T.O. SLAB 1/111..7111 HOOD/ MICROWAVE 30" RANGE SPACE ELEVATION FLAN LEGEND: VINYL TILE FLOORING (SEE SPECS.) — — — — — — PROVIDE BLOCKING IN WALLS FOR FUTURE HANDRAILS. IRIS (I ROD, I SHELF) - (MOUNTED AT 6'-5" A.F.F.) 2R26 ORODS, 2 SHELVES) - (MOUNTED AT 6'-5" A.F.F.t 3'-111 A.F.F.) 55 5 SHELVES ' CEILING TO BE FURRED -DOWN 1'-&" IN THIS AREA 1 FOR DOOR 4 WINDOW SCHEDULE SEE ALL DIMENSIONS ON FLOOR PLAN ARE STUD FACE -TO -STUD FACE DIMENSIONS ON ELEVATIONS ARE SHOWN TO FINISH KEYNOTES: 1Q 2"xb" STUD WALL Q2 46" HIGH COUNTER © CROWN MOULDING ® OVERHEAD A/C ACCESS DOOR © 3ON30"x15"d. OVERHEAD LINEN CABINET ® CERAMIC TILE TO T-2" A.F.F. ON 3 WALLS AROUND BATHTUB © 42" HIGH 2"xb" STUD WALL WITH Ix8 CAPPING ® 42" HIGH METAL HANDRAIL Q9 ALUMINUM THRESHOLD (3/4% MAX. W/ 1/2" LEVEL CHANGE MAX.) ® MEDICINE CABINET Ql WIRE SHELVES s LINEN, TYP. ® BLOCKING TO BE INSTALLED IN WALLS ON ALL FIRST FLOOR UNITS TO SUPPORT GRAB BARS AT TOILET AND GRAB BARS AT BATHTUB FOR POSSIBLE FUTURE ACCESSIBILITY CONVERSION ® WATER HEATER ® 16" DEEP VENTILATED METAL SHELVING MOUNTED AT 5'-0" A.F.F. © WOOD SHELVES ® USE 45' MIN RATED DOOR WITHIN 10' OF STAIR © PLANT SHELF N.C. ADAf0TAE3LE KEYNOTtE5: ig ADD WALL MOUNTED GRAB BARS AT TOILET ON ALL FIRST FLOOR UNITS. SEE DETAIL I/AO.4 19 ADD WALL MOUNTED GRAB BARS AT BATHTUBS ON ALL FIRST FLOOR UNITS. SEE DETAIL 2/AO.4 20 REMOVE CABINET UNDER SINK AND INSULATE PIPES ON ALL FIRST FLOOR. SEE DETAIL 3/AO.4 21 REMOVE CABINET UNDER COUNTER TO BE USED AS WORKSPACE ON ALL ACCESSIBLE UNITS. SEE DETAIL 3/AO.4 V-5 1/8" 21 2" - N I 2x6 WALL i o �, _ CA WICHUJAUHMK 36" SINK BASE 1811 BASE CABINET CABINET C I KITCHEN T-41/8" T-2" N 2x4 00, - WALL WALL o N fj: OF LINT #_ FIXTURE z w to N / w DG > U cn GENERAL NOTE6: L DOOR OPENINGS START AT 4" FROM FACE OF WALL UNLESS DIMENSIONED OTHERWISE, OR ARE CENTERED IN WALL 2. ELECTRICAL OUTLETS TO BE MOUNTED AT 15" A.F.F. LIGHT SWITCHES 4 THERMOSTATS TO BE MOUNTED AT 48" A.F.F. SHOWER HEADS TO BE MOUNTED AT T-O" A.F.F. SHOWER CURTAIN ROD TO BE MOUNTED AT b'-4" A.F.F. AND 2" IN FROM EDGE OF TILE TO CENTERLINE 3. CEILING MOUNTED SMOKE DETECTORS ARE TO BE INSTALLED IN EACH BEDROOM AND LIVING AREA AND MUST BE A MIN. OF 3'-0" AWAY FROM AIR CONDITIONING VENTS. ALL APARTMENT UNIT SMOKE ALARMS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING, ARE TO BE EQUIPPED WITH BATTERY BACKUP, AND ARE TO BE INTERCONNECTED. SEE ELECTRICAL DRAWINGS FOR LOCATIONS 4. ALL RECESSED LIGHTING AND BATHROOM EXHAUST SYSTEMS TO BE EITHER U.L. RATED OR PLACED IN A U.L. RATED ENCLOSURE EQUAL TO THE FIRE RATING OF THE CEILING MEMBRANE. NOTE: ALL APARTMENT UNIT SMOKE ALARMS MUST BE INSTALLED AT LEAST 3'-O" AWAY FROM AIR CONDITIONING VENTS. RE: ELECT. DWG. FOR LOCATIONS. ALL SMOKE UNIT ALARMS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING ARE TO BE EQUIPPED WITH BATTERY BACKUP AND ARE TO BE INTERCONNECTED. uNit (ft 1 -BEDROOM 1.5-SATI-I CONDITIONED AREA 814 SQ.FT. STORAGE AREA SQ.FT, BALC./MISC. AREA 0 SQ.FT. TOTAL AREA 814 SQ.FT. NUMBER OF UNITS 2 FIREPLACES 0 24" 2" DEAD 1'4 1/8" 24" 211 21" 1 1/2" SPACE 6 y 11 OPEN COUNTER OPEN COUNTER MILLWORK SECTION MILLWORK SECTION MILLWORK SECTION O N O WIRE SHELF p BATHROOM UTILITY ROOM 4 TYPICAL MILLWORK D IMEN51ON5 3/81' 2 1'-011 9" BASE 39" BASE REFRIGERATOR CABINET CABINET 3 K ITCHEN .4 C4 / o _ in FOR LOCATIONS RE: NOTE IVTHIS SHT. WIRE SHELVING rt OF LIGHT FIXTURE 30"x3011 - \ / MIRROR I p N O CF. 7— F77 /f t I� _ O 1 UNIT "1E" INTERIOR ELEVATIONS 1/4" -- 1'-O" ,4 15ATH 3/8" = 1' - 0'1 11'-10" 3'-1011 il"811 • 1 18 SEEM I I •, E N • LOFT 0 • tla , _O 9 —low ....••,ram i O4A 5'-101/2" V-51/4" 2 UNIT "1E" UfDf=)ER FLOOR fDLAN 1/4" = 1'-O" 10-1 1/2" UNIT "IF LOWER FLOOR RLAN 1/4" : 11011 5 Copyright@ 2012 TED TROUT ARC®TECT AND ASSOCINT83, LTD. drawings and specifications as tents of service and sbaR remsm the of the Architect They are not to be used�r projects or e=tensio� to this project except by agreement in wri ' and with appropriate compensation the Architect. 05.29.2013 CLIENT: PROJECT NAMR NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS Y2 s� E S 2 ..E ��.y1.,��.(y�•....,�am...3..,s�. �.,;;�„5a'.7,'�+w,..,...Ex_._,._.-. KITCHEN 1/'111..�1-In HOOP/ MICROWAVE 3011 RANGE SPACE ELEVATION OF LIGHT FIXTURE z It 3'-5 1/8" 3/8" 2'-2n 2x6 I O _ WALL I �, WIRE SHELF FLAN LEGEND: VINYL TILE FLOORING (SEE SPECS_) — — — — — — PROVIDE BLOCKING IN WALLS FOR FUTURE HANDRAILS. IRIS (1 ROD, i SHELF) - (MOUNTED AT 6'-5" A.F.F.) 2R26 MODS, 2 SHELVES) - (MOUNTED AT 6'-5" A.F.F.4 3'-7" A.F.F.) 56 5 SHELVES CEILING TO BE FURRED -DOWN P-6" IN THIS AREA FOR DOOR t WINDOW SCHEDULE SEE ALO DIMENSIONS ON FLOOR PLAN ARE STUD FACE -TO -STUD FACE DIMENSIONS ON ELEVATIONS ARE SHOWN TO FINISH KEYNOTE5: U1 2"x6" STUD WALL Q2 46n HIGH COUNTER © CROWN MOULDING ® OVERHEAD A/C ACCESS DOOR Q5 30"x30"xi5"d. OVERHEAD LINEN CABINET Q6 CERAMIC TILE TO 1'-2" A.F.F. ON 3 WALLS AROUND BATHTUB © 42" HIGH 2"x6" STUD WALL WITH 1x8 CAPPING ® 42" HIGH METAL HANDRAIL Q ALUMINUM THRESHOLD (3/4"h MAX. WJ 1/2" LEVEL CHANGE MAX.) 0 MEDICINE CABINET 0 WIRE SHELVES 0 LINEN, TYP. 0 BLOCKING TO BE INSTALLED IN WALLS ON ALL FIRST FLOOR UNITS TO SUPPORT GRAB BARS AT TOILET AND GRAB BARS AT BATHTUB FOR POSSIBLE FUTURE ACCESSIBILITY CONVERSION 0 WATER HEATER ® 16" DEEP VENTILATED METAL SHELVING MOUNTED AT 5'-0" A.F.F. © WOOD SHELVES ® USE 45' MIN RATED DOOR WITHIN 10' OF STAIR ® PLANT SHELF 51-1 5/8" T-41/8" 2'-211 N 2x4 I WALL 2x6 - O WALL Cl 6 3/ " 24n 2" PAI'-6 1/811 24n 2n SCE 141 OPEN COUNTER OPEN COUNTER MILLWORK SECTION MILLWORK SECTION 21" 1 1/2" 22 1J2" MILLWORK SECTION BATHROOM UTILITY ROOM �o N FOR LOCATIONS RE: NOTE IUTHIS SHT. WIRE SHELVING 4I TYPICAL MILLWORK D IMEN51ON5 3/8" = 1'-0" 0 (P GENERAL NOTE5: I. DOOR OPENINGS START AT 4" FROM FACE OF WALL UNLESS DIMENSIONED OTHERWISE, OR ARE CENTERED IN WALL 2. ELECTRICAL OUTLETS TO BE MOUNTED AT 15" A.F.F. LIGHT SWITCHES 4 THERMOSTATS TO BE MOUNTED AT 48n A.F.F. SHOWER HEADS TO BE MOUNTED AT 1'-O" A.F.F. SHOWER CURTAIN ROD TO BE MOUNTED AT 6'-4n A.F.F. AND 2" IN FROM EDGE OF TILE TO CENTERLINE 3. CEILING MOUNTED SMOKE DETECTORS ARE TO BE INSTALLED IN EACH BEDROOM AND LIVING AREA AND MUST BE A MIN. OF 3'-0" AWAY FROM AIR CONDITIONING VENTS. ALL APARTMENT UNIT SMOKE ALARMS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING, ARE TO BE EQUIPPED WITH BATTERY BACKUP, AND ARE TO BE INTERCONNECTED. SEE ELECTRICAL DRAWINGS FOR LOCATIONS 4. ALL RECESSED LIGHTING AND BATHROOM EXHAUST SYSTEMS TO BE EITHER U.L. RATED OR PLACED IN A U.L. RATED ENCLOSURE EQUAL TO THE FIRE RATING OF THE CEILING MEMBRANE. NOTE: ALL APARTMENT UNIT SMOKE ALARMS MUST BE INSTALLED AT LEAST 3'-0" AWAY FROM AIR CONDITIONING VENTS. RE: ELECT. DWG. FOR LOCATIONS. ALL SMOKE UNIT ALARMS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING ARE TO BE EQUIPPED WITH BATTERY BACKUP AND ARE TO BE INTERCONNECTED. 1-BEDROOM 1.5 -5ATH CONDITIONED AREA 1093 SQ.FT. STORAGE AREA SQ.FT. 5ALC./MI5C. AREA i SQ.FT. TOTAL AREA 1100 SQ.FT. NUMBER OF UNITS I FIREPLACES 0 lk OF LIGHT FIXTURE — O O O MIRROR 0 O / \ N \ / 42" SINK BASE CABINET E3 5ATH 3/8" = 1' - 0" wl"AuHr— C 36" SINK BASE 30" BASE CABINET CABINET E KITCHEN 3/8" = P - 0" (J OF LIGHT FIXTURE �L O / \ N \ / 42" SINK BASE CABINET 0 N 0 30"x30" A I BATH 3/8" = 1' - 0" CABINET D KITCHEN 3/8" = 1' - 0" 3 I UNIT 112A ` INTERIOR ELEVAT ION5 1/4" a it -On O' CN 0 r �n o; 7h 22'-3" 2 UNIT "2A" UPPER FLOOR PLAN 1/4n = 11-0" ib'-9" UNIT "2A" LOWER FLOOR PLAN 1/4" = 11-011 Copyright® 2012 TED TROUT ARCHITECT AND A33OCmul LTD. drawings and specifications as instruments of service and shall remain the �y of the Architect. They are not to be used oonn tber projects or extensions to this project except by agreement in wri . and with appropnate compem�ation the Architect 05.29.2013 CLIENT: PROJECT NAME . r . r . • r r r ♦ r AL AL PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS Hl €z-011,1011ME rl ..?._._- 1'-4 3/8" 4-4� M 4 1/3.4 Eau ILD INCH FLAN: GROUND FLOOR III = 10'-0" 4N_ 2 15U ILD INCH PLAN: SECOND FLOOR 1" -- 10'-0" tr N 4 1 s'Y YA 'Si 5 if of . M�� Gt} Y I� d 2 'S ......... M 0 3 5 fF ..�.iezHN _y ,... Copyright® 2012 TRD TROUT ARCHTfM AND ASSOCIAM LTD. dra nspec� ti as of instruments of service and property the Architect. They are not to be used on omer Projects or extensions to this project an* by agreement m. wiz ' and with appropriate compensation fo the Architect. 0626.2013 CLIENT: PROJECT NAME NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS DATE ISSUE _ 05.213.2013 ISSUE FOR PERMIT AO9,-2 0013 CITY COMMENTS i+ �� Y F✓Fi 3.1._�1 di � .�"�Yi� ii.—TiK EI �� L E zxbx..„.�..ba:,x.3.3xb.o.......x.xs.e............ M>y F �`�t g— � r iilxf....e.,z.6:.af:ms_-„I..c„9Ss..€ 4'N%00"r, 3/AIIJ .� ROOF ACCESS 14ATCW ABOVE RE: I/AYib a � iw�ui • irwrrrwr �w�l • UNIT IC-2nd I fww� wrrwwl LIVINGROOM Emil • , ■w�,l • i 11221 �irsir 1 iw�irwmiwi • w� l I • i rr wlw�l 0 .Q ATTIC ACCESS DOOR (TYP.) RE: 5/Al2,6 g 1/3.4 4si :it— f 1 ( — - LJ LJ la c�:rt� �•:. t •4 k: •• •• OWN; 7w I1221 S if i7; UNIT IC-2nd rrrrrr liUNIT IC-2nCI irrriwirl'lili�lrr wml; Il�ml ;�wwl f=ml.lw ■�j -•• mm ml -I• I -•• ice ;€fir wim ➢ 12 zM I Imm Mr rrrrw Timm ■r m iriwrrlw ME rrlww iimml annlr f wiwm ■rrw Iwrwi • % Il�ml onrwl liwrlww mom , I w� li�� it 3 rl I� rfwi ■rirw i rrwwOwn" fiwlwrrr r�wwwl Ilmrrw mlw f�� ■rrw€wl — — I�rwrrir www _ �— 'ON 1 ON ,� �Sii(�IIL•��, r IN 1/3A UNIT IC -2nd LIVINGR00M 211 PATIO UNIT IC-2nd LIVINGR00M 212 • ME ATTIC ACCESS DOOR (CYP.), RE: 5/Al2b (L-J - LJ rrrirrl rrrfrrr iUNIT IC-2nd ■�rl i ■mlf r�wwwl ■� �wrl -••LIVINGROOM ■rot :r�rrwrs I Iwrlw�. rrwwwl ■wrr .�wirw■I rrrlwrl�wwl wwwilgg■w■wI, , om 3'-O 3/4", 5U ILD INCH PLAN: THIRD FLOOR I" - 10'-0" ON 21l X BEDROOM INIT W—U A LJ LJ_ (L-J ... �-- rv.• UNIT IC-2nd rr+rwi rwr i iiriri111111 rri WOO WOO WE rrrrn 2 I LIVINGROOM uwwm WOO Mirrm i riw�ii �216211 .ON �-n:-=—fir v. .. ROOF ACCESS HATCH ABOVE 4 RE: I/Al2b lV ACCESS LADDER TO 4TH FLOOR ROOF ROOF ACCESS PANEL 2 I 5U ILD INCH FLAN: FOURTH FLOOR I" = lot -oil Copyright Q 2012 TED TROUT ARCHITECT AND ASSOCIA'fE3, LTD. drawinp and specifications as mstramemb of service and shall remain the property of the Architect. They are not to be used on other projects or e=tem iaw to this project except by agreement in writing and with appropriate compensation to the Architect. 0519.2013 PROJECT NAME , NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS € tea,11 :, yt 0 '1.� 4� HIM M1fiVt5. HNNHIS OW On 7 � Y....-.-.-+.'s......i�-z..�:•_•'....y+.. �..��.iiM1�� 533�4Y3 k.1 i.E.€�w:� F �� r; 4-�►- FIBER STRIP ROOF HATCH N I I I- - 1 ,-.. .. WITH AUTOMATIC LATCH SHALL BE " = 10'-0" BUILT INTO THE DRAFTSTOP TO PROVIDE ACCESS BTWN. AREAS (TYP.) LEGEND 41 CONT. 6" WIDE SOFFIT VENT WITH 20 SQ. IN./LIN. FT. NET FREE AREA NUMBER ABOVE IS LENGTH OF SECTION (FAMCO CSVA6 OR EQUIVALENT) Qi 14"w x 24"h RECTANGULAR WALL LOUVER WITH 52A SQ. IN. NET FREE AREA ® (AIR VENT, INC. OR EQUIVALENT) Q 8% x 12"h RECTANGULAR WALL LOUVER WITH 26.4 SQ. IN. NET FREE AREA (AIR VENT, INC. OR EQUIVALENT) Q 1211w x 12"h RECTANGULAR WALL LOUVER WITH 39.6 SQ. IN. NET FREE AREA (AIR VENT, INC. OR EQUIVALENT) NOTE: SEE DTL. 2/AI2.4 FOR INSTALLATION REQUIREMENTS FOR THIS LOUVER O LOW PROFILE ROOF VENT WITH 144 SQ. IN./LIN. FT. NEW FREE AREA: AIRHAWK MODEL 8-144 M.R.L. (MAIN ROOF LEFT SIDE) ATTIC VENTILATION CALCULATIONS AREA OF ATTIC IN $0. FT.: 3,990 60. FT. ATTIC AREA DIVIDED BY 150: 26.60 60. FT. I- 3,830 60. N. ROOF EXHAUST VENTILATION REQUIRED: 1,915 SQ_IN (50% OF ROOF AREA) PROVIDED: (NET FREE AREA) LOW PROFILE ROOF VENTS: AIRHAWK MODEL 5-144 14 VENTS AT 144 60. IN. EA. = 2,016 SQ. IN. 2,016 SQ. IN INTAKE VENTILATION REQUIRED. 1,915 SQ. R] (50% OF ROOF AREA) PROVIDED: (NET FREE AREA) 6" WIDE SOFFIT VENT (20 SQ. IN/LIN. FT.) 100 LINEAR FEET = 2,000 SQ. IN. 2,000 sQ. IN. M.R.C. (MAIN ROOF CENTER) ATTIC VENTILATION CALCULATIONS AREA OF ATTIC IN 60. FT.: 284 SQ, FT. ATTIC AREA DIVIDED BY 150: 1.89 60. FT. �-- 212 60. IN. ROOF EXHAUST VENTILATION REQUIRED: 136 so. (50% OF ROOF AREA) _ PROVIDED: (NET FREE AREA) LOW PROFILE ROOF VENTS: AIRHAWK MODEL 8-144 1 VENT AT 144 60. IN. EA. = 144 60. IN. 144 SQ. IN. INTAKE VENTILATION REQUIRED: 136 so. IN. (50% OF ROOF AREA) PROVIDED: (NET FREE AREA) WALL LOUVER: AIR VENT, INC - i AT 14" x 24" (92.4 60. IN.) 2 AT 8" x 12" (26.4 SQ. IN. EAJ TOTAL OF 3 LOUVERS = 145 60. IN. 145 SQ. M. M.R.R. (MAIN ROOF RIGHT SIDE) ATTIC VENTILATION CALCULATIONS AREA OF ATTIC IN 50. FT.: 2,451 60. FT. ATTIC AREA DIVIDED BY 150: 16.65 $0. FT. L- 2,398 60. N. ROOF EXHAUST VENTILATION REQUIRED: 1,199 SQ IN. (50% OF ROOF AREA) "1 PROVIDED: (NET FREE AREA) LOW PROFILE ROOF VENTS: AIRHAWK MODEL 8-144 10 VENTS AT 144 S. N. EA. =1,440 SQ. IN. 1,440 S INTAKE VENTILATION REQUIRED: 1,199 I (50% OF ROOF AREA) _SQ. PROVIDED: (NET FREE AREA) 6" WIDE SOFFIT VENT (20 SQ. IN/LIN. FT.) 64 LINEAR FEET 1,280 SQ. IN. 1,280 SQ_IN. = IstF. . FIRST FLOOR ROOF) ATTIC VENTILATION CALCULATIONS AREA OF ATTIC IN sQ. FT.: 144 60. FT. ATTIC AREA DIVIDED BY 150: .96 SQ. FT. 138 SQ. IN. ROOF EXHAUST VENTILATION REQUIRED: 69 SQ. IN. (50% OF ROOF AREA) PROVIDED: (NET FREE AREA) LOW PROFILE ROOF VENTS: AIRHAWK MODEL 5-144 1 VENT AT 144 SQ. IN. EA. = 144 SQ. IN, 144 SQ. IN. INTAKE VENTILATION REQUIRED: i9 -SQ. IN. (50% OF ROOF AREA) PROVIDED: (NET FREE AREA) 6" WIDE SOFFIT VENT (20 SQ. IN/LIN. FT.) 8 LINEAR FEET = 160 SQ. IN. 160 SQ. IN. 3rcIF.R. (THIRD FLOOR ROOF) ATTIC VENTILATION CALCULATIONS AREA OF ATTIC IN S. FT.: 90 SQ. FT. ATTIC AREA DIVIDED BY 150: .60 SQ. FT. �86 60. IN. ROOF EXHAUST VENTILATION REQUIRED: 43 SQ. IN. (50% OF ROOF AREA) PROVIDED: (NET FREE AREA) LOW PROFILE ROOF VENTS: AIRHAWK MODEL 13-144 1 VENT AT 144 SQ. IN. EA. = 144 SQ. IN. 144 SQ. IN. INTAKE VENTILATION REQUIRED: - 43 SQ 1N (50% OF ROOF AREA) PROVIDED: (NET FREE AREA) 6" WIDE SOFFIT VENT (20 SQ. IN/LIN. FT.) 4 LINEAR FEET = SO SQ. IN. 80 SQ. IN. F.R.L. (FLAT ROOF LEFT SIDE) ATTIC VENTILATION CALCULATIONS AREA OF ATTIC IN 60. FT.: 1,215 SQ. FT. ATTIC AREA DIVIDED BY 150: 8.10 SQ. FT. �-� 1,166 sQ. IN. ROOF EXHAUST VENTILATION REQUIRED: 583 SQ IN. (5096 OF ROOF AREA) PROVIDED: (NET FREE AREA) LOW PROFILE ROOF VENTS: AIRHAWK MODEL 8-144 5 VENTS AT 144 $Q. IN. EA. = 120 SQ. IN. 120 SQ. IN. INTAKE VENTILATION REQUIRED: 583 .5a IN. (50% OF ROOF AREA) PROVIDED: (NET FREE AREA) WALL LOUVER: AIR VENT, INC - 12" x 12" (39.6 SQ. IN.) 15 LOUVERS = 594 60. IN. - 594 SQ. IN. F.R.R. (FLAT ROOF RIGHT SIDE) ATTIC VENTILATION CALCULATIONS AREA OF ATTIC IN $0. FT.: 411 60. FT. ATTIC AREA DIVIDED BY 150: 2.14 SQ. FT. �-�- 394 SQ. IN. ROOF EXHAUST VENTILATION REQUIRED: 191 so. IN (50% OF ROOF AREA) PROVIDED: (NET FREE AREA) LOW PROFILE ROOF VENTS: AIRHAWK MODEL 8-144 2 VENTS AT 144 SQ. IN. EA. = 268 SQ. IN. 288 SQ. IN. INTAKE VENTILATION REQUIRED: 191 sa IN (50% OF ROOF AREA) PROVIDED: (NET FREE AREA) WALL LOUVER: AIR VENT, INC - 12" x 12" (39.6 SQ. IN.) 5 LOUVERS = 19S SQ. IN. 198 . SQ. IN. F.R.62 (FLAT ROOF STAIR 2) ATTIC VENTILATION CALCULATIONS AREA OF ATTIC IN $0. FT.: 12S S. FT. ATTIC AREA DIVIDED BY 150: .86 SQ. FT. �-�- 124 SQ. IN. ROOF EXHAUST VENTILATION REQUIRED: 62 SQ. IN. ('50% OF ROOF AREA) PROVIDED: (NET FREE AREA) LOW PROFILE ROOF VENTS: AIRHAWK MODEL 8-144 1 VENT AT 144 SQ. IN. EA. -- 144 S. IN. 144 SQ. IN. INTAKE VENTILATION REQUIRED: 62 SQ. IN. (50% OF ROOF AREA) PROVIDED: (NET FREE AREA) WALL LOUVER: AIR VENT, INC - 12" x 12" (39.6 SQ. IN.) 2 LOUVERS = 19 SQ. IN. 19 5Q. IN. ADDER .00R Cq :ESS LEADER 2FLOW 41N (TYP.) 5 t t SMSMM�s-s- SSSY 9� , e d ..� .... .,. z� z_. t s 2101 ..M.m... . a ex-3� ...a aM Copyright ® 2012 TED TROUT ARCHITECT AND ASSOCIATES, LTD. dra ' and specifications as instruments of service and remain the property of the Architect They are not to be used on other projects or extensions to this troject am* by agreement in writing and with appropriate Compensation to the Architect 06.26.2013 CLIENT: PROJECT NAME: •, PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS DATE ISSUE 05.29.2013 ISSUE FOR PERMIT A06.26.2013 CITY COMMENTS MY � 'S EL 2' �Y i 3 � -•-f1 yr �j -t t � d� �~'.'� ` "Y 3 II 1/8" 61 (TYP.) STONE NATURO 2 NORTH ELEVATION - CHERRY STREET I" = 10'-0" FRONT (WEST) ELEVATION - TAU5ER ROAD 3 SOUTH ELEVATION 1 REAR (EAST) ELEVATION III = 10'-O" 4LK NT OF N CUT i Q - i 4 L f $ 2 i imp i F � F yY �.,..... A .R �' F r .. F 1 .. .i S Z ; f NO r Yf: Y,b i f' F• 's _ i { t Copyright Q 2012 TED TROUT ARCMTECP AND Aruments of LTD. dra rem the pmpeq of ifications as instruments of service and the Architect. They are not to be used on other projects or extensions to this �mjeet except by agreement inwriting and with appropriate compensation to the Architect. CLIENT: 06.26.2013 PROJECT NAME: WARNORTHGATE ITYPDiEPI_ANK SIDING PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS DATE ISSUE_ 05.2S.2013 ISSUE FOR PERMIT A06.26.2013 CITY COMMENTS 1 I I F- � I I (n n) 1— In I I F IR5T FLOOR - ENLARGED PLAN AREA 115II 3/16" = 1'-0" FLOOR ABOVE (TYP.) F— — — ---I In nl � i SPRINKLER CLOSET N 4 I 00 Lu xl o�_ i:�E-------�— BREEZEWAY i - - - - - - - - - i, EL.: 4-1/2" �- I � i I � i ACCESS LIVING AREA GATE u z n w� UNIT 2 � o I Z.._.._.._.._.._._..-._.._.._.._.._.._vim,. i m a � z_ i JULIETTE BALCONY L to STREET ACCESS I 1_ — ENTRY nP ABOVE AWNING ABOVE (TYP.) nl DOWNSPOUT LOCATION CONNECTING TO STORM ROOF ABOVE (TYP.) SEWER (TYP.) F— (----- --_=_------- _ r- -1 -------- ------ r .................._ r- - -----� --�--- --LL--- JULIETTE BALCONY JULIETTE BALCONY 5TA IR I II I BEDROOM / LIVING AREA LIVING AREA ° BEDROOM I TENANT , ONLY ACCESS _ _ II t L UNIT IA j--1 UNIT IA -WC =_— -------- � I — — _ I ®f O 0I P IIj I RAWNING ABOVE _ FC] 1 O REEAYDN_. r I I I 0® 00 o� CosO I I — — -------------------------� l I— — — —� — f=----------- AWNING OPEN ABOVE S�illV BREEZEWAY TO SLOPE UP TO ENTRY DOORS 0 ABOVE , r - AT 2ND FLOOR BREEZEWAY (TYR.) I AI AT A SLOPE OF 1.50 MAX. WITHIN 5'-0" OF THE DOOR / TO EL.-0'-1/4" AT THE DOOR SILL FOR ACCESSIBILITY- -0'-3/4" %; ;,Lys HARDIEPLANK FINISH (TYP.)-- I I I UP � � UP UP � � UP - - - - - - -- -- 1 STUCCO -- -- -- -- 1 1 -- -- FINISH -- -- -- -- -- -- -- -- — LIVING AREA (TYP.) -j -- -- — — — — _ EDGE OF 2ND FLOOR — ABOVE — BEDROOM BEDROOM BEDROOM BEDROOM 0 — UNIT I5-1st UNIT 1 -1st UNIT 15-let UNIT 1 -la — -- -- UNIT D-let - UP Y# � 1� CONY JU� PORCH STREET IETTE ALCONY ACCESSJU 1ETTE BA CONJULIETTE BALCONY JULIETTE BALI -__ —_ NATURALJ --------- � STONE (TYP.) STEPS TO SIDEWALK DOWNSPOUT LOCATION CONNECTING I TO STORM SEWER (TYP.) (TYP-) 2 FIRST FLOOR - ENLARGED PLAN AREA "All 3/10" = 1'—O" r- F-1 L_ UP I— — — —I In nI A a r_ KEY PLAN FINISH FLOOR ELEVATION - FIRST FLOOR: EL. O'-O" BRICK FINISH (TYP.) COLUMN SUPPORTING BREEZEWAY ABOVE AT 3RD FLOOR I— — — —I I I I I I F IR5T FLOOR - ENLARGED PLAN AREA IIC II 3/16" -- 1'-0" ?N� ��,� lg 0 1 i` Y MUM 'I T E Y, dy t3 je d .,..... �.o.�x:..:.E s ....zu��..�'—'i i YY.F'' - —?a tE �, ?INS_¢ Copyright@ 2012 TED TROUT ARCHLT&(.T AND A35nentsof LTD dra a nspectheI p as instruments o1 service end a trtfiye the Architect. They are not to be used on o r projects or extensions to this troject except by agreement in wri ' and with appropriate compensation to the Architect 06.26.2013 HARDIEPLANK FINISH PROJECT NAME- NORTHGATE PROPER APARTMENTS C.M.U. FACED WITH NATURAL STONE (TYP. At STAIRS) 5TA IR 2 STUCCO FINISH (TYP.) STUCCOPROJECT LOCATION: FINISH TAUBER ROAD PILASTER COLLEGE STATION, TEXAS DATE ISSUE 05.2S.2013 ISSUE FOR PERMIT A06.26.2013 CITY COMMENTS Y —1 1 ..i T. M t u I A111�1 hir_ ��1 w�tl 1 r1, Ik AWNING ABOVE' (TYP.) — STUCCO FINISH (TYP.) — I SECOND FLOOR - ENLARGE[) PLAN AREA 11511 3/16" 2 1'-0" HARDIEPLANK 2 ( SEC " SECOND FLOOR - ENLARGED PLAN AREA "Al l �.,.m STUCCO FINISH (TYP.) ROOF BELOW (TYP.) AWNING BELOW (TYP.) I I I KEY PLAN FINISH FLOOR ELEVATION - SECOND FLOOR: EL. 10'-9 1/8" ygnj xM t Z ,4 fl � �r [ .,.....#Fe:,..�..H` ..i4-,......-.-u.+-»Fefnfc, I :+ Copyright® 2012 TED TROUT ARCHITECT AND inotrame0 n�ofs i LTD service 1M remeinn the pmperty of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. CLIENT: 06.26.2013 , --- -- -- -- PROJECT NAME: C - DN NORTHGATE PROPER APARTMENTS j 0T N i BEDROOM ' B W I PROJECT LOCATION: � UNIT lE-2nd -- STUCCO FINISH I PILASTER TAUBER ROAD i PILASTER COLLEGE STATION, TEXAS COLUMN SUPPORTING I I BREEZEWAY ABOVE _ AT 3RD FLOOR El DATE _ J I I I i I —J I DATE ISSUE I I 05.29.2013 ISSUE FOR PERMIT I �j 06.26.2013 CITY COMMENTS 14AWIEPLANK FINISH iC ) . IC , I n n (TYPn I n i � HARDIEPLANK FINISH (TYP.) I I 3 SECOND FLOOR - ENLARGED PLAN AREA 11011 3/16" = 1'-0" — C.M.U. FACED WITH NATURAL STONE (TYP. AT STAIRS) STAIR 2 STUCCO FINISH (TYP.) MINI�� i a��• e 5TA AWNING ABOVE (TYP.) STUCC( FINISH (TYP.) i 1 1 THIRD IRD FLOOR - ENLARGED PLAN AREA 11511 3/16" 2 � 3 THIRD FLOOR - ENLARGED PLAN AREA 11A 11 -I 1 IV P Wwl--w DOOR (TYP.) RE: 5/Al2.6 61 11 A 6l r KEG' PLAN FINISH FLOOR ELEVATION - THIRD FLOOR: EL. 21'4 1/4" I 1 I 3 THIRD FLOOR - ENLARGED PLAN AREA 11011 3/16" -- 1'-0" Y �} U� '. fY YS.Z i. y+ i ly3 S Copyright@ 2012 TED TROUT ARCMTECT AND ASSOC= LTD. drawbo and specifications as bsh menu of service and " remain the �y the Architect. They are not to be used oTerof projects or estenidons to this project except by agreement in writ' and with appropriate compensation �o the Architect ,t • ��'••. 775ro '.y 05.29.2013 CLIENT: PROJECT NAME NORTHGATE PROPER APARTMENTS Stucco PROJECT LOCATION: FINISH TAUBER ROAD PILASTER COLLEGE STATION, TEXAS !K FINISH > WITH DNE 41RS) 0. t �' glg I I I PII I IV P94V6-w- DOOR (TYP.) RE: 5/AI2.6 FOURTH FLOOR - ENLARGED PLAN AREA 11511 3/16" - 1'-0" PARAPET (TYP.) -\ STUCCO FINISH (TYP.) — STUCCO FINISH (TYP.) 2 I FOURTH FLOOR - ENLARGED PLAN AREA "All 11 11-011 Mi d R r_ KEG" PLAN FINISH FLOOR ELEVATION - FOURTH FLOOR: EL. 32-3 3/8" t t 3 FOURTH FLOOR - ENLARGED PLAN AREA IIIit 3/16" - 1'-0" }=�� I a 3 � 'z' a •��rer n S �Pz �°�az -�j�z Copyright(D 2012 TED TOUT ARCHHCT AND ASSOCIA'fis4, LTD. drawinp and specifications as mstroments of service and shell remam the ty of the Architect. They are not to be used op npother projects or extensions to this tmject ezcept by agreement in wit'witing and with appropriate compensation bD the Arcbitect 0519.2013 PROJECT NAME NORTHGATE PROPER APARTMENTS STUCCO PROJECT LOCATION: -- FINISH TAUBER ROAD PILASTER COLLEGE STATION, TEXAS IK FINISH : HATCH FOURTH :ADER .OW DRAIN fir° 31Ai� j 1 IN- UmAW l i FiB i �E II MI P�Mi 1z e. 4 3" .fgrwl Mlm- Y '3'trt i : ; Sa' F- Yi-3 fi 9 4 1�•-S } i I--zuz i ez czaS �` e S TAMER ROAD I I 5U LD IING SECT ION MIT En — a 9 Int-HRUMM4. , .. az3'Y• I+[ E �i Y Yr2 E.. Y jE Copyright® 2012 TED TROUT ARCHMM AND A38OC1ATl5, LTD. drawings and specifications as instruments of service and WW1 remain the pity of the Architect. They are not to be used oon other projects or extensions to this project except by agreement m writing and with appropriate compensation to the Architect 0519.2013 CLIENT: PROJECT NAME; NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS YE �PJ►t Y rum- M. Mll ggimum I s€ iil r £4g s SLOPE DN. AT 1/471-1 EISLOPE DK AT 1/4"/FT. Elf -On i I 5U LD INCH SECT ION 3/S" = 1' - O" T 27 Sa 6 , e ...r'e.d ............. a,...m... ..aAr..w. Aft ........ ......... Copyright © 2012 TED TROUT ARCHITECT AND ASMCIATE5, LTD. dmm*w and specifications as units o1 service and shaU remain the prger�y of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing and with appropriate compensation to the Arcbitect. 05.29.2013 CLIENT: PROJECT NAME; PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS i{ra ..,(ygigii 1 2 t..1'E Ctz3 tt i{ 3 1:. x t IM �i/E .rx:.-e..s._..�_.r_ooimmo O�t Y RM ref iiS-y'C,x, t x 7 . ,. L.z..1.._ V-0 1/20 5TAIR is FIR5T FLOOR PLAN 3/8" = V-O" V-0 1/2" 1/411 CLEAR V-Su STRINGER W 31-8ll STRINGER 1/4" CLEAR o SIDEWALK -15 PL. -o-3/411 UP I II J— — — — — —LL -1c FAIR 2.- FIR6T FLOOR PLAN 3/8" = V-O" NO in 4'-0 1/2" 2'-011 OPNG. W1 GUARDRAIL 2'-0" 3'-6"h GUARDRAIL (TYP.) N Lu Cl Lu Q (V_ 0 0- . ..... .... . OWN C 04 CIA W W_ ZIA = lq* A PEN T0 FIRST FLOOR < -1 4'-0 1/2" 21 -011 OPNG. W1 GUARDRAIL 2 -,0" 2 15TA IR 1: 5EGOND FLOOR PLAN II 3/81, = -011 9 U4 UJI < WEul (0 6TAIR12.. SECOND FLOOR PLAN 3/8', 1-011 4'-0 1/2" 21-011 ilOPNG. W1 GUARDRAIL , T-O" CA T sl I DOWN CIA co CA z W_ C, (L -q < < BREEZEWAY 4'-0 1/2" 21-011 ENTRY OPENING 2'-011 U-1 I co 5TAIR 1: THIRD FLOOR PLAN 3/8" ;Pe)e)l: ArrPAIA 6TAIR 2.- THIRD FLOOR PLAN Copyright @ 2012 TED TROUT ARCHIITECII! AND ASSOCIAM% LTD. dm J andspecifications as TM instruments of service L remain the the Architect. They are not to be used on projects or extensions to this project exce]t by agreement in writing and * appropriate compensation to the Alcit Lu < Lu (P 775ro � 0 06.26.2013 C', CLIENT - ROOF ACCESS HATCH ABOVE RE: IIA12.6 PROJECT NAME NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS DATE ISSUE 05.2S.2013 ISSUE FOR PERMIT Aj06.26.2013 CITY COMMENTS ENOWMET _11-110M g I I 11 4 iog R� MIMI LOCATION OF HANDRAIL WHEN SHOWN ON FLOOR PLAN RAILING TO BE WELDED TO STRINGER AND BOLTED TO OPPOSITE WALL ALUM. TEE BAR CONT. PAINTED WOOD TRIM CONT. STL. ANGLE ATTACHED TO BEAM TO SUPPORT LANDING EDGE J-TRIM STRUCTURAL BEAM — 34" HIGH I 42" HIGH C 1/2" PICKE RADIUSED CORNERS AT HANDR (TYP.) — STRINGER BREAK ME' ATTACHED AND TREAE STEPS (TYf CLIP ANGL.I TO STRINGS IMBED IN C 4 w w 2 LANDING EDGE DETAIL 1 1/2" = 1'-0" ALUM. TEE E END OF LAN CONT. STEEL WELDED TO AND BOLTEE 2x10$HIM BREAK METo RISER (TYP.)' STRUCTURAL 1/Al2.4 SIM. 3 I STAR TO LANDING DETAIL - Tod' I V2" = P-O" CLOSURE ANGLE AT END OF LANDING — CONT. SEALANT BETWEEN CLOSURE ANGLE AND METAL FLASHING AND AT ATTACHMENT OF FLASHING TO STONE SILL CONT. 1/4" x 1/4" GROOVE CUT INTO SILL TO HOLD FLASHING GALV. METAL FLASHING ATTACHED TO C.M.U. WALL AND STONE SILL a SILL SECTION DETAIL 3" = 1'-0" STRINGER 1 HOUR FLOOR SEPARATION: U.L. DESIGN NO. L528 (TYP. — BREAK METAL RISER ATTACHED a. TO STRINGER d a a a AND TREAD AT RISERS � TYP.)L — — ALUM. TEE BAR 4a/THIS SHT. CONT. PAINTED WOOD TRIM CONT. STL. ANGLE WELDED TO STRINGERS AND / / ::. , :_:: ... ..... , :• • : ......... ... . BOLTED TO BEAM I6T,41fR DETAIL AT 50TTOM 1 1/2" = 1'-0" �-15" DEEP FLOOR TRUSSES AT 24" O.C. AT LANDINGS (TYP.) 2 x 10 SHIM 5/8" TYPE "C" GYP. BD. CEILING ON RC-1 FURRING CHANNELS AT 16" O.C. STRUCTURAL BEAM 5" C.M.U. WALL WITH CONT. SEALANT ON OUTSIDE FACE WITH NATURAL STONE ON A 5 1/2" STONE SILL (TYP. AT STAIRS) STAR TO LANDING DETAIL - 50TTOM 1 1/2" = 1'-0" STANDING SEAM AWNING (TYP.) —\ NOTE: GRIND ALL WELDS SMOOTH ALL METAL STAIRS 4 RAILINGS SHALL RECEIVE ONE SHOP COAT OF INHIBITIVE PRIMER (0 ICROSS SECTION AT STAIRS (TYP.) BREEZEWAY .. ,_,_. • .>• ... � ..Csek..1 X,k.x:�� -. k F' set ,,,,.., .. re 'Nu im 14 Copyright Q 2012 TED TROUT ARCHffWr AND ASSOCIATES, LTD. dra ' and specifications as im bMuts of service end remain the pm of the Architect. They are not to be used on otfier Projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. CLIENT: PROJECT NAME NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS 05.29.2013 ISSUE FOR PERMIT ,06.26.2013 CITY COMMENTS TYPICAL ROOF CONSTRUCTION: COMPOSITION SHINGLE ROOFING OVER i LAYER OF 30 LB. FELT OVER 15/32" O.S.B. DECKING ELEVATION AT PEAK OF ROOF VARIES: SEE ELEVATIONS ATTIC EL. 41'-41/2" B.O. TRUSS 4TH FLOOR 3RD FLOOR EL. 21'-5'1 T.O. PLYWOOD C I �► J. EL. IV-10 1/4" _ 8.0. TRUSS 2ND FLOOR EL. 10'-11/8" T.O. PLYWOOD EL. SY 1/8" B.O. TRUSS 1ST FLOOR EL. 0'-0° T.O. SLAB SURVEY ELEVATION EL. 1 = EL. 0'-0" GENERIC TENANT SEPARATION WALL. SECT ION 1/2" = I' - O" F.R. ARATh DESIG P531 ( UR FLi 4RATIt DESIGI L521 Ell 2 0 IG (TY UR FLi 4RATIt DESIGI L521 EM 2 (1 GENERIC 2 TENANT SEPARATION WALL SECT ION -� 1/2 I Oil APARTMENT APARTMENT TENANT 5EPARAT ION AT ATTIC 1 1/2" = 1' - O" TENANT 5EPARAT ION AT FLOOR / CEILING 1 1/2" 2 1' - O" 13 TENANT SEPARATION AT 5A5E OF WALL. 1 1/2" = 1' - O" L wAi11wP_0."1w 1 AI IIL iiI I. ll wwr I&I� e1 1 1/4" AIR SPACE BTWN. FRAMING —1 GATT INSULATION - R-13 RATING 5/8" TYPE "X" GYP. BD. EACH SIDE — WOOD BASEBOARD FINISHED FLOOR (TYP.) 1 1/4" GYPCRETE (TYP.) 23/32 TONGUE AND GROOVE PLYWD. DECKING OR O.S.B. DECKING SOUND INSULATION — ACOUSTIMAT II UNDER GYPCRETE AT FLOORS WITHOUT CARPETING PRE -FABRICATED 18"d WOOD TRUSSES AT 24" O.C. - SEE STRUCTURAL 1/2" TYPE ' X" GYP. BD. FIRESTOP BTWN. TRUSSES CONT. METAL ANGLE ATTACHED TO WALL TO CARRY ENDS OF HAT CHAN AND CEILING EDGE -�- 2 x 10 TOP PLATE - RIP CUT RESILIENT CHANNELS AT 16" O.C. 5/8" TYPE "C" GYP. BD. CEILING (TYF' ) 5/8" GYP, BD. VERTICAL FIRESTOP EVERY 10'-0" MAX. 2 x WOOD FRAMING AT 1b" O.C. 1 1/4" AIR SPACE BTWN. FRAMING 5/8" GYP, BD. VERTICAL FIRESTOP REQUIRED EVERY 10'-0" HORIZONTALLY (MAX.) 2 x WOOD FRAMING AT 16" O.C. BATT INSULATION - R-13 RATING 5/8" TYPE "X" GYP. BD. EACH SIDE WOOD BASEBOARD FINISHED FLOOR (TYP.) 2 x 4 P.T. BASE PLATE SET IN SEALANT ANCHOR BOLTS WITH NUTS AND WASHERS SEE STRUCTURAL CONCRETE SLAB SEE STRUCTURAL q APARTMENT APARTMENT TENANT SEPARATION AT ATTIC 1 1/2" = I' - 0" ;�, 1/4" APARTMENT APARTMENT TENANT 5EPARAT ION AT FLOOR / CEILING 1 1/2" = I' - Oil VALLEY UNDERLAYMENT TYPICAL ROOFING: COMPOSITION SHINGLES ON 30 LB. FELT EXTERIOR SHEATHING FIBER CEMENT SIDING TO BEGIN AT P MIN. ABOVE ROOF. VERIFY WITH MANUR RECOMMENDATION BLDG PAPER OVER FLASHING MIN. 3 CONTINUE ROOFING FELT UP WALL AT LEAST 4" UNDER FLASHING GALV. METAL FLASHING - 5" UP WALL AND OVER 5" MIN. TOP SHINGLE ROW LAP WALL SIDE WITH WEATHER RESISTANT BARRIER COMPOSITION SHINGLES ON 15 No. FELT (TURN FELT UP 4" AT WALL) ON ROOF I ON ROOF TRUSSES * 2411 O.C. MAX). 12 i S I GENERIC VALLEY AND ROOF TO WALL SECT ION 1 1/2" = I' - 0" FLOOR CEILING erefini"deec ...tt riE .ez .. .. Sae.`ii. e.Y { e.•.e. S.n . a mnxv. f��a.Y.sf� ;� e � e'si:rf...e:C.F... C r•.-v....»-.-.'=��i Copyright® 2012 TED TROUT ARCHITECT AND A380CIAT1% LTD. dra ' and specifications as instraments of settee and remain the groper�y Of the Architect. They are not to be used ono ro projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. 06.26.2013 CLIENT: PROJECT NAME: NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS DATE ISSUE 05.29.2013 ISSUE FOR PERMIT A106.26.2013 CITY COMMENTS -•-z-- SIM �Z a 3F� 77rz ara qs a >r1 i 41 ATTIC SEE SHTS. A10.1, Al2.4 t AI2.5 FOR PARAPET, ROOFING, AND DRAINAGE DETAILS EXTERIOR WALL CONSTRUCTION: 2 x 6 WOOD STUD FRAMING AT 16" O.C. WITH R-13 RATED BATT INSULATION. INTERIOR SIDE: 5/8" TYPE "X" GYP. BD. EXTERIOR SIDE: SHEATHING (SEE NOTE BELOW) WITH W ATH E ER RESISTIVE BARRIER ATTACHED TO SHEATHING UNDER FINISH MATERIAL SEE BLDG. ELEVATIONS FOR EXTERIOR WALL FINISHES). SEE STRUCTURAL FOR ACTUAL FRAMING CONDITIONS AND REQUIREMENTS GENERAL NOTE: SEE SHTS. Al2.1 AND Al2.8 FOR TYPICAL WATERPROOFING DETAILS, SPECIFICATIONS AND INSTALLATION PROCEDURES 2 IS S ATTIC 1 3/4" 4TH FLOOR 3RD FLOOR EL. 21'-5" T.O. PLYWOOD C EL. ISYO1/4" — 8.0. TRUSS I 91 Al2.3 APARTMENT NOTE: PROVIDE A DRAFTSTOP IN EAVES WHERE SHOWN ON ROOF PLANS: 1 LAYER OF 1/2" W.R. GYP. BD. I PRE -FABRICATED WOOD ROOF TRUSS R-38 RATED BLOWN -IN INSULATION CARDBOARD BAFFLE 2 x 4 WOOD NAILER FOR OUTRIGGERS 2 x 4 OUTRIGGERS AT 24" O.C. CONT. 2 x 8 P.T. FASCIA GLAV. METAL ROOF / FLASHING — RAIN GUTTER: SEE ROOF PLAN FOR LOCATIONS r 8" FIBER CEMENT FASCIA _ r CONT. SEALANT AT TRIM JUNCTURES (TYP.) CONT. 6" WIDE SOFFIT VENT FIBER CEMENT SOFFIT BD. 5/8" TYPE "C" GYP. BD. CEILING ON RC-1 FURRING CHANNELS AT 12" O.G. ATTACHED TO 8.0. TRUSSES 2 EXTERIOR WALL AT ATTIC 1 1/2" = P - 0" STUCCO SILL - SEE DTL. 3/Al2.3 APARTMENT R-13 RATED BATT INSULATION FINISH FLOOR I HOUR FLOOR WOOD BASEBOARD SEPARATION: U.L. DESIGN ACOUSTIMAT II (OR EQUAL) UNDER NO. L521 GYPCRETE AT FLOORS WITHOUT CARPETING SYSTEM 2 (TYP.) CONT. SEALANT F.F. = 21'-6 1/4" SOUND ATTENUATION t SEE SHT. Ao.6 N 0 PRE -CAST CONC. SILL 2 x 4 WOOD NAILER z U- 0 J U- z L- U a� I— APARTMENT u- 2/Al2.3 ;3 12.3 I HOUR FLOOR r SEPARATION: U.L. DESIGN 2ND FLOOR I I NO. L521 - SYSTEM 2 (TYP.) o I(V. I ' F.F. = 10'-g 1/8" EL. 10'-1 1/8° FN T.O. PLYWOOD 4 I I Al2.3 I I EL. V-1 1/8" — r - B.O. TRUSS I I .:: 3 1 HOUR RATED IS S EXTERIOR WALL U.L. DESIGN NO. U305 (TYP.) uz OR o U.L. DESIGN J NO. U356 (TYP.) u- SEE NOTE BELOW z u- - 4 U O co u ° APARTMENT o� a; 5/Al2.3 in z 6 Al2.3 - 1 1ST FLOOR l J 4 - --� IS S o lEL. O'-O° F.F. - 0'-OII T.O. SLAB a SURVEY ELEVATION EL. 7 = EL. 0'-0" ° •° GENERIC EXTERIOR WALL. 5ECT ION 1/2" -- I' - O" N _ tuo �r(L -��Lu 0 MASONTRY TIES PER LOCAL CODE 0) PRE -CAST CONC. HEADER SEE DTL. 4/Al2.3 CEILING APARTMENT :r FLOOR CEILING EXTERIOR v APARTMENT 3 EXTERIOR WALL. AT FL OOR5 1 1/2" = 1' = 0" EXTERIOR APARTMENT EXTERIOR WALL. AT GROUND FLOOR 1 1/2" = P - 0" • NOTE: 1 HR. F.R. FROM INSIDE ONLY UL NO. U356 EXTERIOR WALLS MAY BE FIRE RATED FOR 1 HOUR FROM THE INTERIOR ONLY 4 HAVE PLYWD. SHEATHING ON THE EXTERIOR IN THE FOLLOWING CASES: 1. THE EXTERIOR WALL IS FARTHER THAN 5' FROM AN ADJOINING WALL IN THE SAME BUILDING. 2. THE EXTERIOR WALL IS FARTHER THAN 10' FROM AN ADJOINING WALL OF ANOTHER BUILDING. 3. THE EXTERIOR WALL IS FARTHER THAN 5' FROM THE PROPERTY LINE. EL. 41'4 1/2" B.O. TRUSS ATTIC ! CEILING CONSTRUCTION: APARTMENTS 5/8" TYPE 'C" GYP. BD. CEILING ATTACHED TO CONT. RC-1 FURRING CHANNELS AT 12" O.G. ATTACHED 1 TRUSSE WITH R-38 RATED BLOWN-1 ATTIC / CEILING CONSTRUCTION: BALCONIES 5/811 TYPE "C" EXTERIOR GYP. SOFFIT CEILING ATTACHED TO CONT. RC-i FURRING CHANNELS AT 12" O.C. - ATTACHED TO B.O. ROOF TRUSSES 4TH FLOOR EL. 32'-2 1/8" B.O. TRUSS BALCONY FLOOR/CEILING CONSTRUCTION: 5/8" TYPE "C" EXTERIOR GYP. SOFFIT BD. CEILING ATTACHED TO CONT. RC -I FURRING CHANNELS AT 16" O.C. ATTACHED TO B.O. SLOPED PRE -FABRICATED WOOD TRUSSES At 24" O.G. TRUSS IS 16"d AT H.P. AND SLOPED AWAY AT 1/4" PER FT. FLOORING IS 1 1/2" THICK HARDROCK CONCRETE APPLIED OVER 60 MIL SELF -ADHERING WATER RESISTANT DECK MEMBRANE ON 23/32" TONGUE t GROOVE PLYWD. DECKING OR O.S.B. DECKING ATTACHED TO TRUSSES C I tY w Cq u N _ 3RD FLOOR EL.21'-5" _Ilk 1 HOUR FLOOR T.O. PLYWOOD _ SEPARATION: U.L. DESIGN "' NO. L521 SYSTEM 2 (TYP.) EL. IV-10 1/4" 5.0. TRUSS INTERIOR FLOOR/CEILING CONSTRUCTION: 5/8" TYPE "C" GYP. BD. CEILING ATTACHED TO CONT. RC -I FURRING CHANNELS AT 16" O.C. ATTACHED TO B.O. 18" DEEP PRE- FABRICATED WOOD TRUSSES AT 24" O.C. FLOORING IS 1 1/4" GYPCRETE APPLIED OVER 23/32 TONGUE AND GROOVE PLYWD. DECKING OR O.S.B. DECKING ATTACHED TO TRUSSES. ACOUSTIMAT it (OR EQUAL) TO BE INSTALLED UNDER GYPCRETE At ALL AREAS OF FLOOR WITHOUT CARPETING. 2ND FLOOR EL. 10'-1 1/8" W- w Cr - in Q in i HOUR RATED EXTERIOR WALL U.L. DESIGN NO. U305 (TYP.) OR U.L. DESIGN NO. U356 (TYP.) SEE NOTE BELOW APT. Sol] 1 HOUR FLOOR SEPARATION: U.L. DESIGN NO. L521 SYSTEM 2 (TYP.) U.L. DESIGN NO. P531 (TYP.) APARTMENT F.F. = 21'-6 1/4" BALCONY T 1 HOUR FLOOR SEPARATION: U.I DESIGN NO. 1-528 (TYP.) IHOUR RATED EXTERIOR WALL U.L. DESIGN NO. U305 (TYP.) OR U.L. DESIGN NO. U356 (TYP.) SEE NOTE BELOW APARTMENT I HOUR FLOOR SEPARATION: U.L. DESIGN NO. L521 SYSTEM 2 (TYP.) f - - -i _:' --- - --- - - - - � u - d 00 Lu o U Apt ip U- Z APT. O , U- MA = 1 *A li IST FLOOR 9 a IS S SLOPE kN. AT 1/4' EL. O'-0" T.O. SLAB — ----e--------- ° N. C, a c-4 i Q- GENERIC 5AL.CONY WALL. 5ECT ION SLAB BEYOND 1/2" (o ( 6ECT ION DETAIL 1 1/2" = 1' - O" SECTION DETAIL OI WEATHER RESISTIVE BARRIER TO LAP MEMBRANE BASE FLASHING IM-011,1 t i� ii 3E �2 CONT. 4% 30 MIL FLASHING TAPE IN CORNER OVER DECK MEMBRANE AND VERTICALLY OVER WEATHER RESISTIVE BARRIER, ""� i WITH CONT. MASTIC AT EDGES r $ I fHs s O3 CONT. 6" x 6" 105 MIL SELF -ADHERING WATERPROOF MEMBRANE BASE FLASHING 3 I,= 1 TO GO 6" OVER BALCONY DECK ANDM. UNDER DECK MEMBRANE, AND 6" �i t e IVg VERTICALLY OVER SHEATHING ....,,... z i i ez'z e s i =E °t —, ,-.b..,z.ax.> 5 ® 1/2"w x 1/4"d TOOLED JOINT IN HARDROCK copyright@ 2012 T® TROUT ARCErfWr ARD CONCRETE AROUND 3 SIDES OF ASSOC= LTD. dra ' and speeifications as inetraments of service an�dnngsy nnthe 2 BALCONY TO BE FILLED WITH the Architect. They not own ot�ieOf POLYURETHANE SEALANT. SEALANT TO projects or extensions to this project except by ° COME INTO FULL CONTACT WITH WALL agreement in eritmg and with appmpnate compensation to the Architect. BACKER ROD AND CONT. SEALANT BETWEEN STUCCO CASING BEAD AND /1 DECK ® CONT. ALUMINUM TEE 06.26.2013 �i 4% CONT. STRIP DRAINAGE MAT ® 4% CONT. 30 MIL SELF -ADHERING WATER RESISTANT MEMBRANE FLASHING TAPE OVER BALCONY DECK AND VERTICALLY DOWN EDGE OVER WEATHER RESISTIVE BARRIER O9 DECK MEMBRANE TO GO OVER MEMBRANE FLASHING AND TO STOP AT EDGE OF DECK. EDGE TO BE SEALED WITH CONT. CLIENT: RUBBERIZED MASTIC S 15ECT ION DETAIL Sb 1 1/2" = I. - O" 311 = I' - O" 9 5E:CT ION DETAIL. 1 1/2" = I. - oil CONT. STUCCO FINISH DOWN TO WITHIN 1/2" MAX. FROM TOP OF CONCRETE PATIO. SEAL OPENING WITH CONT. SEALANT OVER BACKER ROD ON 3 SIDES OF PATIO PROJECT NAME NORTHCATE PROPER APARTMENTS MORTAR SHIM PROJECT LOCATION: STUCCO CASING BEAD TAUBER ROAD CONT. SEALANT BTWN. COLLEGE STATION, TEXAS STUCCO CASING BEAD AND STONE OVER MORTAR DATE ISSUE TIES SPACED PER 05.2g.2013 ISSUE FOR PERMIT JURISDICTION 1A06.26.2013 CITY COMMENTS 4ST CONCRETE HEADER SUPPORT ANGLE ANE FLASHING OVER AND LAPPED BY WEATHER VE BARRIER )LES AT 24" O.C. ABOVE ANE FLASHING ANGLE TO CARRY PRE- :ONCRETE HEADER AND SEALANT JULIETTE BALCONY SEE DTL. 8/Al2 FOR TYPh NOTES io SECT ION DETAIL. 1 1/2" = 1' - O" REF.: 1/A10.1 v re g ' Paz S e ez r F E� -.t, *=,aa: , s . asr:.t�;j I . M el I X E t Betz.tz,t. t _ k -f tn. Pri Pri k0- UJ INDOUJ COND IT IONS AT 5TUCCO EXTERIOR INTERIOR 10/THIS SHT. i v I SEE DTL. 10/THIS SHT. FOR NOTE 2° cla @ HEADER O2 WINDOW UNIT (J3 WOOD SHIM ® J-TRIM 3 O STUCCO FINISH 1 ® GALV. METAL FLASHING OVER WINDOW FRAME O CONT. SEALANT OVER 4 BACKER ROD I 2 I WINDOW HEAD - 5TUCCO 3" = it - 0" O WINDOW UNIT O2 PAINT GRADE WOOD SILL U3 WOOD SHIM ® STUCCO CASING BEAD Q CONT. SEALANT OVER BACKER ROD ® STUCCO FINISH WATERPROOFING 0' 9" WINDOW WRAP ON SHEATHING PLACED UNDER WINDOW FLANGE AND WRAPPED INTO JAMB 311, ® WITH 6" WINDOW WRAP ON TOP OF 9" WINDOW WRAP, OVER FLANGE AND UNDER WEATHER 9� RESISTIVE BARRIER SEE DTL. 10/THIS SHT. (SIM) 6 WINDOW JAMS - 5TUCCO 3" = 1' - 0" O WINDOW UNIT - Cq O2 PAINT GRADE WOOD SILL AND CASING TRIM O3 WOOD SHIM ® NOT USED O CONT. SEALANT OVER BACKER ROD © STUCCO FINISH WATERPROOFING WEATHER RESISTIVE BARRIER ON SHEATHING UNDER 9" WINDOW WRAP PLACED UNDER WINDOW FLANGE AND WRAPPED OVER SILL 2", D WITH 6" WINDOW WRAP ON TOP OF 9" WINDOW WRAP AND OVER FLANGE. SEE DTL. 11/THIS SHT. (SIM) 3 I WINDOW 51LL - 5TUCCO WINDOW COND IT IONS AT STONE Oi HEADER O WINDOW UNIT O3 WOOD SHIM ® J-TRIM @ 1 x WOOD BLOCKING © WINDOW FLANGE O STEEL ANGLE LINTEL TO CARRY STONE ® PRECAST CONC. HEADER 9O CONT. SEALANT OVER BACKER ROD BTWN. ANGLE LINTEL AND = WINDOW FRAME 10 NATURAL STONE WATERPROOFING it 9" WINDOW WRAP ON SHEATHING AND OVER i x WOOD BLOCKING AND INSIDE OF WINDOW FLANGE WRAPPED INTO HEAD 311. 12 WITH 2ND 9" WINDOW WRAP ON TOP OF 1ST V' WRAP AND OVER WINDOW FLANGE EXTENDING TO WINDOW FRAME AT BOTTOM. 13 UNDER WEATHER RESISTIVE BARRIER WHICH EXTENDS DOWN TO WOOD BLOCKING. 14 WHICH IS OVER A MEMBRANE FLASHING WHICH GOES OVER STEEL ANGLE LINTEL TO OUTSIDE OF WALL, AND IS LAPPED BY THE 13 THE WEATHER RESISTIVE BARRIER AT THE TOP. 15 WITH WEEP HOLES AT 24" O.G.: (MIN. OF 2 PER WINDOW) ABOVE MEMBRANE FLASHING. El EXTERIOR INTERIOR WINDOW HEAD - STONE 3" = 1' - 0" (1 WINDOW UNIT O2 PAINT GRADE WOOD SILL O3 WOOD SHIM ® J-TRIM 5� 1 x WOOD BLOCKING ® WINDOW FLANGE (i CONT. SEALANT OVER BACKER ROD BTWN. BRICK AND WINDOW FRAME ® NATURAL STONE O9 WINDOW FRAME SILL BELOW WATERPROOFING 9" WINDOW WRAP ON SHEATHING AND OVER I x WOOD BLOCKING AND INSIDE OF WINDOW FLANGE WRAPPED INTO JAMB 3". WITH 2ND 9" WINDOW WRAP ON TOP OF 1ST 9" WRAP AND OVER WINDOW FLANGE EXTENDING TO WINDOW FRAME. UNDER WEATHER RESISTIVE BARRIER WHICH EXTENDS TO WINDOW FRAME. WINDOW JAMS - 5TONE 3" = 1' - 0" r WINDOW UNIT O PAINT GRADE WOOD AND CASING TRIM O3 WOOD SHIM ® 1 x WOOD BLOCKING r�5 WINDOW FLANGE © PRECAST CONC. SILL (i FILL BTWN. CONC. SILL AND WINDOW FRAME WITH GROUT AND ADD CONT. SEALANT OVER BACKER ROD AT EDG ® NATURAL STONE WATERPROOFING WEATHER RESISTIVE BAR ON SHEATHING UNDER 12" WINDOW WRA' PLACED OVER i x WO BLOCKING AND UNDER U FLANGE AND WRAPPED SILL 2 UNDER MEMBRANE FLA FROM B.O. BLOCKING TC OUTSIDE OF WALL UNDER 6" WINDOW WRAP TOP OUTSIDE OF WINDOW DOWN OVER MEMBRAN' FLASHING. WITH WEEP HOLES AT 2, (MIN. OF 2 PER WINDOW) MEMBRANE FLASHING. �o I WINDOW SILL - STONE I SEE DTL. 6/AIZ.I REF.: 4/Al2.4 DOOR COND IT IONS NOTE: DOOR AND WINDOW INSTALLATION DETAILS AND PROCEDURES ARE TO FOLLOW THOSE OF WINDOW AND DOOR MANUFACTURERS O DOOR O2 METAL DOOR FRAME FILLED WITH CONC. O3 NATURAL STONE ® 1 x BLOCKING O5 CONT. SEALANT OVER BACKER ROD WATERPROOFING 9" DOOR WRAP ON SHEATHING WRAPPED INTO OPENING AT JAMB 3", AND UNDER WEATHER RESISTIVE BARRIER AT TOP EXTERIOR DOOR JAMS 3" 2 1' - 0" EXTERIOR DOOR 5 ILL - ENTRY 0" GENERAL NOTE: SEE SHT& Al2.5 AND Al2.6 FOR TYPICAL WATERPROOFING DETAILS, SPECIFICATIONS AND INSTALLATION PROCEDURES Ol WINDOW O2 WINDOW FLANGE [J3 9" WINDOW WRAP TO BE ATTACHED TO SHEATHING AND IS TO WRAP 3" INTO WINDOW OPENING ABOVE THE WINDOW HEAD AND VERTICALLY, INSIDE THE WINDOW FLANGE ® 6" WINDOW WRAP TO BE ATTACHED OVER THE 9" WINDOW WRAP AND THE WINDOW FLANGE �5 WEATHER RESISTIVE BARRIER ATTACHED TO SHEATHING TO GO ON TOP OF THE 9" AND 6" WRAPS TO WINDOW FRAME ® PAINTED GALV. METAL "Z" FLASHING TO BE ATTACHED OVER WEATHER BARRIER DIRECTLY ABOVE WINDOW FRAME - LENGTH TO EQUAL LENGTH OF JAMB TRIM 0 6" WINDOW WRAP TAPE TO BE ATTACHED OVER WEATHER RESISTIVE BARRIER AND In FLASHING - ADD CONT. ® SEALANT AT TOP AND BOTTOM Og ADD CONT. SEALANT OVER BACKER ROD BTWN. STUCCO AND "Z" FLASHING EXTERIOR WEATHER RESISTIVE BARRIER TO LAP OVER FLASHING TAPE SELF -ADHERED FLASHING TAPE TO LAP OVER WINDOW FLANGE SELF -ADHERED ' FLASHING TAPE ON ' SHEATHING TURNED INTO HEAD 3" 6" FLASHING TAPE OVER 'Z' FLASHING WINDOW FLANGE GALV. MTL. 'Z' FLASHING — Copyright® 2012 TED TROUT ARCHM AND A330ClAM LTD. dranfwte aspecifications as mshaments o1 service and salnd remain the ty of the ArchitecL They are not to be used oon other projects or extensions to this project except by agreement in wri ' and with appropriate compensation the Architect WINDOW ,AND DOOR CUENT: MEAD FLA5H ING �0 I ENLARGED SECT ION OF DTL. 1/TH 15 5HT. Q CONCRETE CONC, TO SLOPE AT A MAX. SLOPE OF 1:50 AT DOOR la 1 1/2" 14ARDROCK CONCRETE OZ CONT. 4"w, 30 MIL FLASHING TAPE IN CORNER, WITH O3 CONT. MASTIC AT EDGES OVER ® 60 MIL SELF -ADHERING WATERPROOF DECK MEMBRANE, ON QQ SUB -FLOORING WITH ® CONT. 6" x 6", 105 MIL SELF -ADHERING WATERPROOF MEMBRANE BASE FLASHING: b"OVER DECK MEMBRANE AND 6" VERTICALLY OVER BLOCKING AND FOLDED BACK OVER DOOR SILL (i GALV. METAL DOOR SILL POCKET FLASHING SET IN A FULL POLYURETHANE SEALANT BED SEE DTLS. 1/Al2.5 t 21A1110 is DOOR POCKET FLASHING IN JAMB BEYOND 7b GALV. METAL DOOR POCKET BENT OVER METAL FLASHING DAM DIRECTLY ADJACENT TO INTERIOR SIDE EDGE OF THRESHOLD - NOT TO EXCEED THRESHOLD EDGE HEIGHT INTERIOR EXTERIOR 0 ALUMINUM THRESHOLD SET ON 2 CONT. BEADS OF MIN. 3/8" POLYURETHANE SEALANT. POLYURETHANE SEALANT BEADS TO COME INTO FULL CONTACT WITH THRESHOLDS AND ENDS OF THRESHOLDS ARE TO BE FULLY EMBEDED IN SEALANT SO AS TO SEAL THE ENDS AND TO FULLY EMBED DOOR FRAME O9 I/21w x 1/4"d TOOLED JOINT AROUND BALCONY TO BE FILLED WITH POLYURETHANE SEALANT: SEALANT TO COME INTO FULL CONTACT WITH DOOR SILL POCKET FLASHING WHICH ENDS IN JOINT 10 STONE LEDGE BEYOND Ii R-13 BATT INSULATION 9 I EXTERIOR 1 DOOR SILL - 5ALCONY 311 05.29.2013 PROJECT NAME: Io PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS 5 4/THIS SHT. 5/THIS SHT. 6/THIS SHT. f�l 2/THIS SHT. SEE TYPICAL NOTES ON DTL. 6/THIS SHT. FLAT ROOFING SYSTEM MULTIPLE -PLY MODIFIED BITUMEN ROOF MEMBRANE BASE FLASHING (8" MIN. HEIGHT) FEATHERED At FIELD OF ROOF. (FOR SYSTEMS WITH FACTORY APPLIED GRANULE SURFACING. THE MULTI -PLY MEMBRANE BASE FLASHING CAN BE INSTALLED BETWEEN THE BASE PLAY AD GRANLE SURFACED SHEET. HARDIEPLANK MODIFIED BITUMEN, ROOFING MATERIAL THIRD FLOOR APARTMENT •ti; 2 V2" HARDIPLANK OVER 1/2" VERTICAL FURRING STRIPS OVER WEATHER RESISTIVE BARRIER ON 3/4" EXTERIOR PLYWOOD COURT;-{ NATURAL STONE ----- — FLOOR APARTMENT DOUBLE 2x4 NAILER BETWEEN STUDS _.__.____._____----- —__-- 177 MASONRY TIES PER ..-- CONTINUE ROOFING UP LOCAL CODE UNDER FLASHING AND AN Zz7� FASTEN TO WALL )t SLOPE 4" FIBER CANT STRIP WEATHER RESISTIVE ROOF DECKING UNDER BARRIER OVER 5/8" X ROOFING SYSTEM SHEATHING ON 2x6 FRAMING AT 16" O.C. — BREEZEWAY 5ECTION THROUGH PARAPET, FLAT ROOF AREAL, ,AND FOURTH 5TORY 1/2" = 1' - 0" NAILER BETWEEN STUDS HARDIEPLANK BOARD OVER 1/2" VERTICAL FURRING STRIPS CONT. SEALANT BETWEEN REGLET AND HARDIEPLANK SCREW W/ WASH " RE ER AT I6 O.C. CONT. GALV. METAL REGLET COUNTER FLASHING ROOFING MEMBRANE WEATHER RESISTIVE BARRIER OVER 3/4" EXTERIOR PLYWOOD 3 I TRAN5 IT ION DETAIL 3"= i'-0" CAP DETAIL - STUCCO CONT. PAINTED METAL CAP FLASHING ATTACHED BY CLEATS ICE AND WATER SHIELD MEMBRANE UNDER CAP FLASHING AND OVER WEATHER RESISTIVE BARRIER Ix NAILER UNDER CLEAT TOP PLATE SLOPED At 1/8" PER FOOT TOWARDS INTERIOR ROOF WITH 3/4" EXTERIOR PLYWOOD ATTACHED ON TOP 2x FRAMING (TYP.) 3/4" EXTERIOR PLYWOOD FRAME -OUT FOR STUCCO Ix SHIM AND CASING BEAD FOR STUCCO SEE TYPICAL NOTES ON DTL. 6/THIS SHT. 4 C>�P DETAIL - 5TONE 3"= I'—O" CAP DETAIL - STONE 4 C.M.U. 2 11000D FRAMING WITH STONE 2a 5ECT ION DETAt IL5 OF PAIRAIPET5 1V2"=1'-0" 1/8% STUCCO S ON SELF -FURRY LATH OVER WE, RESISTIVE BARI OVER 5/8" SHE WOOD FRAMING WITH 5TUCC0 NOTES S SHT. 2b I C.M.U. WITH STONE T T NOTES: NOTES: 1. SEE DURAFLEX SBS HIGH WALL LEAD FLASHING ROLLED INTO PIPE APPROXIMATELY 1" 1. FOR PIPES UNDER WIN HEIGHT, A FLASHING DETAIL FOR WALL TUBOS PIPE INSERT MAY BE FASTENED 8" O.0 (TYPICAL) FLASHING ABOVE 24". PLUMBING VENT STACK APPLIED TO REACH PROPER 2. SET SCUPPER FLANGES IN S SBS MODIFIED BITUMEN FLASHING SET HEIGHT. SBS MODIFIED BITUMEN BASE FLASHING SET IN HOT ASPHALT DURAFLEX 954 PREMIUM SBS FLASHING CEMENT -PRIME IN HOT ASPHALT OR DURAFLEX 954 PREMIUM SBS FLASHING CEMENT 2. DURAFLEX ALUM MAY BE USED FOR FLASHING MATERIAL IN LIEU OR DURAFLEX 954 PREMIUM SBS FLANGE BEFORE STRIPPING. APPLY BEAD OF DURAFLEX 954 PREMIUM OF HOT ASPHALT APPLIED SBS FLASHING CEMENT AND TURNED .:.. INTO SCUPPER A MINIMUM OF 3". ........... SBS FLASHING CEMENT OR PLYLINK % ' ` """' FLASHING MEMBRANE. DURAFLEX ALUM MAY ONLY BE APPLIED WITH :::...... �T.. . 3. APPLY A BEAD OF DURAFLEX 954 ::......:•::•::•::::•?:;:: _ • ........ CONSTRUCTION ADHESIVE/SEALANT AT ::::::I :: ..:. SHEET METAL THROUGH -WALL PREMIUM SBS FLASHING CEMENT "' """' :::.:-:::::.-:.::•::::::::: """""""' _ w "..."""""' .. _ - :c•::•:::•:::•i:•::•:::::..:•::•::•::.... PENETRATION TO MEMBRANE JUNCTURE '::::.. HOT ASPHALT OR USING T S US HE HEAT g ;•::::.:::••...X•:;::- ................ i;:;:f' . :... _- �...._:::• .. .... SCUPPER SECURED TO WALL t ........ ... ;,.a:., LIQUA-PLY FLASHING OR PLYLINK CONSTRUCTION ;,::.::.:;:......•:.:::......•......: -__: _:..r.:::::::::::::•:::::::• _ •=; _ ::::;•:•::•::•::•::::;::•:;:•::•:::•: :•:::•::::•:•::::::.....:f•:'::::•::•:•:::... WELDING METHOD OR PLYLINK FLASH-N-PATCH. DO NOT USE 4:.':.:: �...... ............. q ND DECK AND/OR OPTIONAL { : - • - • • a:::::. WOOD BLOCKING ADHESIVEISEALANT TO THE ... O __ - µ _ __ _ """"""""" .. ............: ::. .. ...::.:: SOLV NT BASED ADHESIVES TO 2 \\� \ • • -: `" :':.':::::::::'=ii: i: MEMBRANE TERMINATION INSIDE ;�.: ............................................................ ............................................................... INSTALL DURAFLEX ALUM. ::::•::................... ....... a..... 't:•;::::.... SCUPPER AND AT SCUPPER OPENING CORNERS. ^'=iri;?::. Q ::: LL ::: ...:::. :::. 4. DURAFLEX ALUM BE I � :ii: i::: i :::i::•:i:•:.... 4,..:.:::•i:•i'ri::: i:i:•;is :•:ri::::::;•:::r::::•i:iii •:::.. ::::::::::..... ....... ...... ..................... MAY USED Mi:•::::::::.:::::::.:::.-:::::.:::.:::::.::::.-:. w................................... ::::::.�•::.;:,::.::�;•:. „ ........�.. FOR FLASHING MATERIAL IN LIEU Co.:.:::. .::. ....r .......... ........ ::•:::::: .............................:::' ....:.. ...... ........................ :.:`»:s; .............. ...........� ...........: ::........ •x:. :::::::::.. :::: OF HOT ASPHALT APPLIED SBS:.:::::: FLASHING MEMBRANE. DURAFLEX C g::•::•::•::::i:ti?:i•:•:;t;•::::;•: •::. S'O "•:::•::::::?". FIRE•:.:..::..:.:....:..:.....::..:..:..... ..:::• t.`•" : .... ;::rs::;'•::;;::::' ::.:...... ..................................... ....:•::::•:- :`:.:•:...: � ALUM MAY ONLY BE APPLIED WITH ill ...;• :;•'•i::•:: ii::ii: i::�:•:::•: :•ii:. 6+i'i'' ................................... ��d RETARDANT ...::.<:::•:::: a:•a::• - MODIFIED $s't'iSBS M DI ED BITUMEN UM N H OT AS HALT OR USING THE H T P EA - � -- -- CANT MEMBRANE SET IN HOT ASPHALT WELDING METHOD OR PLYLINK N FLASH-N PATCH. DO OT USE _ . WOOD NAILER OR DURAFLEX 901 PREMIUM SBS ; MODIFIED ADHESIVE. MAY BE SOLVENT BASED ADHESIVES TO INSTALL DURAFLEX ALUM. '.,,SBS EXTENDED ABOVE WALL FLANGE MODIFIED BITUMEN ATTACHED TO LJ , OF SCUPPER. MEMBRANE SET IN HOT ASPHALT SUBSTRATE- OVERALL DURAFLEX SBS SMOOTH PRE SET OR DURAFLEX 901 PREMIUM SBS MODIFIED ADHESIVE THICKNESS -FLASHING IN HOT TO MATCH ASPHALT OR DURAFLEX 954 PREMIUM SBS FLASHING CEMENT PRIMED LEAD FLASHING, MINIMUM INSULATION 21/2 LB. SET IN USP #640 SHEET(S) OPTIONAL: STANDARD PLASTIC ROOF EXTENDED ABOVE TOP OF XTE E CEMENT OR DURAFLEX 954 CANT PREMIUM SBS FLASHING CEMENT RIGID INSULATION ...... 1_.. BASE/PLY SHEETS) --- --_.. --------- -- -- ---... —--------- _...... -._._..-- --- - _�._-------- .�_... -� AtPP 5UPPORTED WALL FAkL5W INCH ]DETAIL APP HIGH WALL (2 -PIECE) FLA15W INCH DETAIL N.t.S. N.t.S. 1 T NOTES: NOTES: 1. MAKE FIELD CUTS AT TOP AND 1. MAKE FIELD CUTS AT TOP AND BOTTOM OF CANT TO PROPERLY BOTTOM OF CANT TO PROPERLY FOLD. FOLD. 2. INSTALL SBS CORNER MEMBRANE 2. INSTALL SBS CORNER MEMBRANE FLASHING OVER CUTS MADE IN FLASHING OVER CUTS MADE IN SBS MODIFIED BITUMEN FLASHING. SBS MODIFIED BITUMEN FLASHING. 3. 3 COURSING WITH PLASTIC ROOF 3. WHEN DURAFLEX ALUM IS USED CEMENT IS NOT AN ACCEPTABLE FOR BASE FLASHING MATERIAL IN ALTERNATIVE. LIEU OF HEAT WELDED SBS BASE FLASHING, THE CORNERS SHALL 4. WHEN DURAFLEX ALUM IS USED BE MITERED. THE CORNERS SHALL FOR BASE FLASHING MATERIAL IN BE OVERLAPPED AND CORNER -� LIEU OF HEAT WELDED SBS BASE PATCHED WITH SBS MEMBRANE FLASHING, THE CORNERS SHALL PRIOR TO THE INSTALLATION OF BE MITERED. THE CORNERS SHALL THE DURAFLEX ALUM. BE OVERLAPPED AND CORNER PATCHED WITH SBS MEMBRANE ` PRIOR TO THE INSTALLATION OF THE DURAFLEX ALUM. I g AIPP HIGH WALL FLA5W INCH DETAIL AIPP HIGH WALL FLA15N INCH DETAIL N.T.S. N.T.S. 3 PLY/ TORCH APPLIED, 20 YEAR WARRANTY, MODIFIED BITUMEN ROOF. Copyright® 2012 TED TROUT ARCtiI'1'ECT AND ASSOCIATM LTD. dm and specifications as moments of service and remain the prose; ty of the Architect. They are not to be used on_other projects or extend= to this project, except by agreement in writing and with appropriate compensation to the Architect 05.29.2013 CLIENT: PROJECT NAME Iffib . a •. . . PROJECT LOCATION: TAUBER ROAD COLLEGE STAT ION, f TOW Note Naiis� D:c. 1. When parapet wall exceeds 24" in Fasteners.8" o.c. (typical); height; refer. to DuralWeldT"" APP 11igh`Wall Flashing Detail. Metal"cap flashing 2- Masonrywalls to 6e primed prior flashing. to WoOd'walls require. p t. wood Slope- base sheet nailed. to wall 9" o.c. n filer along top and.laps, one per s.fe ,field: aB mitt; 3. APP base.flashind turnedl over -,edge a rnEnimum of 1 ?/a" (38 mm) or thickness of nailer, rVlax.. : whichever iis greater. COntinuous metal "cleat fastened APP modified'bitumen base; 4,T ° O.C. (typoial) flashing APP pre -flashing continuous metal cfea� `�- - Fire retardant cant. n ARP modified bitumen 'Baselply sheet(s) Rigld insulation p:t:, wood nailer mechanically fastended i I AFP 5UPPORTED WALL FLA5H ING DETAIL N.T.S. Parapet V/ ] /Rigid p.t. wood nailer mechanically lastended �' of<6" over base flashin Cal) APP modified :bitu"men base flashing r, -- APP Pre -#lashing Fire retardant Cant APP modified bitdrnen " rhi6mbrane " Nate: 1.. Masonry walls to .be. primed prior to flashing. Wood walls require base sheet nailed to; wall on o:c4 along too and laps, ond.per sAfield: 2: APP wail flashing turned slyer edge a rnirilmum of 1 IHI (38 mm) or thickness of nailer, which ever"is,greafier. z Wall covering Primed metal counter flashing r Large head nails —;z 8" o.C. max. APP modified bitumen base flashing APP modified bitumen membrane f. Note: 1; Masonrywalls to be primed prior to flashing, Wood walls require base sheeet. nailed -to wall 911 o.c. along top and laps, one per s.f. field. 2. ARP wall flashing.tu'rnied over edge a, minimum of 1 1h" (38:mm) or thickness of nailer, whichever is greater. Nail 8" o:e. Base sheet. (Wood walls only) `Cant Strie Base/ply Sheet(s) APP Pre -flashing, AFF N IG;;H WALL (2 -PIECE) FLA5H INCH DETAIL N.T.S. APP HIGH WALL FLA,5HING DETAIL N.T.S. 3 PLY, TORCH APPLIED, 20 YEAR WARRANTY, MODIFIED 51TUMEN ROOF. NAILERS ,MECHANICAL UNIT. HOOD, ETC. BASE OFUNITE% DS 1W 113m 1 MINIMUM BEYOND TOP OF CURB SEALING MATERNL-MUST BE CONTINUOUS ON TOP OF THECURB SEALING MATERIAL WOOD CURB GASKETED FASTENERS MINIMUM TWO FASTENERS PER S1DE SHEET METAL COUNTERFLASHING FASTENERS APPROX. S" (200 mm) O.C. OPTIONAL: EXTENDED FIELD PLIES ABOVE HEAD OF MULTIPLE -PLY MEMBRANE BASE FLASHING IS" 1200 mm) MIN. HEIGHT) FEATHERED AT FIELD OF ROOF (FOR ROOF SYSTEMS WITH FACTORY - APPLIED GRANULE SURFACING, THE MULTI- PLY MEMBRANE BASE FLASHING CAN BE INSTALLED BETWEEN THE BASE PLY AND GRANULE -SURFACED SHEET) MULTIPLE -PLY MODIFIED BITUMEN ROOF MEMBRANE COVERBOARD INSULATION THERMAL INSULATION ROOF DECK COUNTERR.A WING NOTES: 1. VhEN--I.- THE MECHANICAL UNTB SHOULD NOT BE 80.SE FLASHING SETUA,LT}ERWFMEMBRANEANDFLASHINGHAVEBEHN RASED CURB INSTALLED. z P.EFERro TFE INrRLTGucnDNFwaoomaNA. INSULATION INFORMATION. 3. ROOFING MANUAL, ET METAL 3ECRON OF THE METAL ROOFING MANUAL FOR JGINERYAND EEC1aB.FNT OPRON9 FOR SHEET METAL RAISED CURB DETAIL FOR ROOFTOP AIR HANDLING UNITS AND DUCTS (JOB SITE CONSTRUCTED WOOD CURB) 2001 NOTORAWNTOSCALE MB-13 RA 15ED CURB DETAIL N.T.S. FOR ROOFTOP AIR HANDLING UNITS AND DUCTS 4"h x 15% GALY. 5RAKE METAL SCUPPER COUNTER FLASHING ATTACHED AT SIDES AND TOP OF SCUPPER PER ROOFING MEM5RANE MANUFACTURER'S RECOMMENDATIONS 4"h x 15" a GALY. 5RAKE METAL (TYP. AT ALL SCUPPER SCUPPER CONNECTONS) CONT. SEALANT (TYP.) COUNTER FLASHING ATTACHED CONT. SEALAN AT 61DES AND TOP OF SCUPPER PER ROOFING MEMBRANE CONT. GALY. METAL FLASHING CONT. GALY. METAL FLASHING MANUFACTURER'S RECOMMENDATIONS (on DOWNSPOUT ITYP. AT ALL SCUPPER CONNECTONS PAINTED GALY 5RAKE METAL LEADERHEAD CARRY ROOFING OVER CARRY ROOFING OVER INTERLOCKED FLASHING INTERLOCKED FLASHING AT 50TTOM OF SCUPPER AT 50TTOM OF SCUPPER GALY. 5RAKE METAL OVERFLOW VSCUPPER. v- ir DRIP EDGE SCUPPER DETAIL I SCUPPER OVERFLOW DETAIL 1 I/ZB_ II—O" 1 1/2"m 1' 0" Copyright@ 2012 M TROUT ARCMM AND A:ISOCI= LTD. drawhW end speciflcetiow as metrumemb of service and smell remain the ty of the Architect. They are not to be used on other projects or e:tenslow to this project except by agreement in writing and with appropriate compensation to the Architect 05.29.2013 CUENT: PROJECT NAME PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS r S—]' OVER ALL [1092mm] 3'-0" FRAME OPENING LENGTH [914mm] I I —rig I � � I o , 0 z W I 0 E Ld N rn ih o o E I M u I a==:ZMj II —t— BILCLII9 FLASHING SYSTE] ROOF HATCH DETA 1I-5 I" = 1' - Oil GENERAL NOTE: REFER TO SHEETS Al2.8 4 Al2.9 FOR TYPICAL WATERPROOFING DETAILS, SPECIFICATIONS, AND INSTALLATION PROCEDURES TYP. AT ALL CONDITIONS GASKET (ALL AROUND IRE 'gf`si..., COVER 3/THIS SHT. /ARM GUI BRACKET RED VINYL G r.�•�rlir��►rr4 I� 2 15ECT ION AT ROOF HATCH 1 1/2" - V - 0" S SCUTTLE 1►1a[sTi�at�I�Hr.'��01111 INSIDE & OUTSIDE HANDLES W/ PADLOCK HASPS COVER i" THICK FIBERGLASS COVER INSULATION I� LIFTING MECHANISM W REINFORCED COMPOSITE TUBES AND COMPRESSION SPRINGS I" RIGID FIBERBOARD INSULATION ROOF HATCH CONTINUE ROOFING UP SIDES OF HATCH UNDER METAL FLASHING SEE STRUCTURAL FOR FOR ROOF HATCH PROTECTIVE METAL TRIM ROOF INSULATIOt METAL LADDER BLOCKING BELOI ROOF HATCH - SEE DTL. 1/THIS SHt. BRICATED METAL LADDER TO BE 0 SUPPORT A MINIMUM OF TWO (2) At 250 LBS. EACH BETWEEN ANY DRT BRACKETS -OUT OF OPENING Z TO BE ATTACHED TO BLOCKING UALL WITH PHILIPS HEAD SCREWS 0 WITHSTAND 250 LBS. EACH. 2 TO BE ANCHORED TO FLOOR kND BLOCKING UNDER DECKING 3 5ECT ION AT ROOF MATCH 4 LAIDIDER 6 5TAIR I (5TAIR 2 05YM)) 1/2" = P - O" GENERIC APARTMENT / Ru5L IC AREA LUALL 5ECT ION 1/2" -- I' - 0" METAL LADDER 2x10 BLOCKING (TYP.) FOR ATTACHMENT OF LADDER 5ECT ION AT ROOF HATCH 4 LAIDDER 6 5TAIR I (5TAIR 2 (5YM)) 1/211=i'-Oil PREFABRICATED 2ON30" LOCKABLE ATTIC ACCESS PANEL (I HR. RATED) I'-10 1/2" FACE MOLDING 5ECT ION OF ROOF HATCH 6 FL15L IC AREA 1/2" = 1' - O" Copyright® 2012 TED TROUT ARCMTIET AND AMOC1A9'84, LTD. drawings and specifications as mahumenis of service and shall remain the of the Architect. They are not to be used ono r projects or extensions to this project except by agreement m writingvriting and with appropriate compensation to the Architect. 0519.2013 CLIENT: PROJECT NAME PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS '.TJi�tlZSAii SR. fi j '�.- ff f P raa 2T $ d Z° i j EXTERIOR FINISH. CONC. TOPPING SHEET WEATHER BARRIER TERMINATION ACCESSORY W/ WEEPS-\� 24 GA. GALVANIZED-----, METAL FLASHING z SLOPE 1/&" PER Ft. MIN. N d 4. a° a 30 MIL MEMBRANE -' WATERPROOFING COUNTER FLASHING 60 MIL MEMBRANE WATERPROOFING PLYWOOD DECK EXTERIOR SHEATHING INTERIOR FINISHES - SEAL TOP OF BASE FLASHING WITH MASTIC TWO ROWS OF NP-I SILL SEALER ° 105 MIL SELF -ADHERED BASE FLASHING (3" LAP JOINT) SEALANT AS REQUIRED BY MEMBRANE MANUFACTURER � DECK INTERFACE AT WALL FOUNDATION SYSTEMS: SELF ADHERING RUBBERIZED ASPHALT FLASHING (PIECE 1) SHEATHING�� CUT t LAP DOWN FACE OF z DECK SHEATHING-,-, z !k� SELF -ADHERING RUBBERIZED ASPHALT FLASHING (PIECE 2) RUN VERTICALLY UP CORNER 6 LAP OVER PIECE 1-7 / BEAM / NO 1 BEAM OR TRUSS / OR TRUSS STEP i SHEATHING-� SELF -ADHERING RUBBERIZED ASPHALT FLASHING (PIECE 3) OVER PIECES 1 t 2 To SEAL OVER "PIN HOLE" AT CORNER NOTE I A.. PLYWOOD DECK -� 7// __11 BEAM OR TRUSS NOTES: ST P 3 1. ALTERNATE - REPLACE 3-PART SELF -ADHERING FLASHING ASSEMBLY SHOWN IN STEPS 1-3 W/ PREFINISHED METAL FLASHING AND SECURE W/ NAILS IN TOP VERTICAL PLANE 2. PRIME ALL SHEET METAL 4 PLYWOOD SURFACES W/ ASPHALTIC PRIMER PRIOR TO APPLYING MEMBRANE 4' STEP 2 105 MIL SELF -ADHERED BASE FLASHING (TO EDGE OF FASCIA) EXTEND BASE FLASHING TO PROTECT BITUTHENE I� \ MEMBRANE PLYWOOD 1 DECK BEAM ----------- OR TRUSS --"APPLY / MASTIC 3�" STEP 4 2 DECK EDGE AT WALL MINIMUM WATERPROOFING INCH SPEC IF ICAT IONS: NOTE: REFER TO THE DRAWINGS, PROJECT MANUAL (SPECIFICATIONS) AND MANUFACTURER'S INSTALLATION GUIDELINES FOR ADDITIONAL INFORMATION REQUIRED FOR THE WORK. I. POLY UNDER SLAB VAPOR BARRIER - 10 MIL HDPE POLYETHYLENE MEMBRANE MANUFACTURER: STEGO WRAP UNDERSLAB VAPOR RETARDER 2. PLATE SILL SEALER: PROTECTOWRAP PROTECTO TRIPLE GUARD ENERGY SILL SEALER REFER TO DETAILS FOR LOCATIONS FRAMING SYSTEMS: I. VERTICAL POLY CORNER FLASHING - 10 MIL POLYETHYLENE MEMBRANE - 12" WIDE 2. SHEATHING PRIMER - PRIME ALL SURFACES PRIOR TO APPLYING WINDOW / DOOR WRAP OR THRU WALL FLASHING MEMBRANES. MANUFACTURER: W.R. GRACE, PERM -A -BARRIER SURFACE CONDITIONER OR FORTIFIBER, AQUATECH. 3. SELF -ADHERING RUBBERIZED ASPHALT FLASHING TAPE (WINDOW WRAP) - MINIMUM 25 MIL THICKNESS MEETING THE FOLLOWING REQUIREMENTS: FEDERAL SPECIFICATION UU-5-190A TYPE 1, GRADE A, STYLE 4. MANUFACTURER: W.R. GRACE, 25 MIL VYCOR PLUS SELF -ADHERED FLASHING OR FORTIFIBER FORTIFLASH WATERPROOF FLASHING MEMBRANE TAPE - 25 MIL. WIDTHS TO BE 6", 9", AND 12". REFER TO DETAILS FOR LOCATIONS. 4. 'Z' FLASHING - MINIMUM 24 GAUGE GALVANIZED PAINT GRIP STEEL, GALVANIZED COATING TO BE MINIMUM 1.25 OZ. PER SQ. FT. AND 2.1 MILS THICK. FLASHING TO SLOPE DOWN AND OUT AWAY FROM BUILDING. IF FLASHING IS BENT BACK, REPLACE. SEAL PER DRAWINGS. 5. BUILDING PAPER FOR VERTICAL WALL ONLY - GRADE D ASPHALT SATURATED KRAFT PAPER MEETING THE FOLLOWING REQUIREMENTS: UBC STANDARD 14-1, FEDERAL SPECIFICATION UU-5-190A TYPE 1, GRADE D, STYLE 2, AND t0 BE MINIMUM 60 MINUTE RATED FOR WATER PENETRATION. VAPOR PERMEABILITY: PERM RATING TO BE BETWEEN 11 AND 30 MAXIMUM ALLOWABLE EXPOSURE TO SUNLIGHT IS 30 DAYS, REPLACE AFTER 30 DAYS EXPOSURE. FOR ONE LAYER ONLY OVER ALL SHEATHING: PROVIDE FORTIP15ER SUPER JUMBO TEX (60 MIN.) 6. THRU WALL FLASHING - AT FOUNDATION, OPENING HEAD AND SILL, WATER TABLES, LINTELS, AND AS SHOWN IN DRAWINGS PROVIDE MINIMUM 12" ROLL, MINIMUM 25 MIL THICKNESS MEETING THE FOLLOWING REQUIREMENTS: FEDERAL SPECIFICATION UU-5-190a TYPE 1, GRADE A, STYLE 4, RUBBERIZED SELF -ADHERED ASPHALT MEMBRANE. PROVIDE ENS DAMS AT AREAS ABOVE FOUNDATION. MANUFACTURER: FORTIFIBER FORTI-FLASH 25 MIL SELF -ADHERED FLASHING OR W.R. GRACE, 25 MIL VYCOR PLUS SELF -ADHERED FLASHING. APPROVED SUBMITTAL MUST ADHERE WELL TO BUILDING PAPER HORIZONTAL DECK SYSTEMS: 1. WALL TO WALL DECK WATERPROOF MEMBRANE BASE FLASHING - MINIMUM 105 MIL THICK RUBBERIZED ASPHALT MEMBRANE INTEGRALLY BONDED TO POLYETHYLENE FILM, MANUFACTURER: POLYGUARD 105-12 FLASHING, POLYGUARD 650 LT LIQUID ADHESIVE, POLYGUARD 650 MASTIC AND POLYGUARD 95 LIQUID MEMBRANE 2. DOOR POCKET - MIN. 24 GAUGE GALVANIZED PAINT GRIP STEEL, GALVANIZED COATING TO BE MINIMUM L25 OZ. PER SQ. FT. AND 2.1 MILS THICK. SEAL ALL LAPS. 3. COVERED CONCRETE BALCONY SYSTEM: HORIZONTAL SHEET MEMBRANE WATERPROOFING - MINIMUM 60 MIL THICK RUBBERIZED ASPHALT MEMBRANE INTEGRALLY BONDED TO POLYETHYLENE FILM. MANUFACTURER: POLYGUARD 650, POLYGUARD 650 LT LIQUID ADHESIVE, POLYGUARD 650 MASTIC AND POLYGUARD 95 LIQUID MEMBRANE. 4. UN -COVERED CONCRETE BALCONY SYSTEM: HORIZONTAL SHEET MEMBRANE WATERPROOFING - MINIMUM 60 MIL THICK RUBBERIZED ASPHALT MEMBRANE INTEGRALLY BONDED t0 POLYETHYLENE FILM. MANUFACTURER: POLYGUARD 650, POLYGUARD 650 LT LIQUID ADHESIVE, POLYGUARD 650 MASTIC AND POLYGUARD 95 LIQUID MEMBRANE. 6. DRAINAGE MAT - MANUFACTURER: CETCO AQUADRAIN 15XP SUBSURFACE DRAINAGE COMPOSITE. 1. EDGE FLASHING - ALUMINUM T-BAR PER DETAIL 1/Al2.1 OR 24 GA. PAINT GRIP GALVANIZED T-FLASHING. ROOF DECK SYSTEMS: 1. PITCHED ROOF EDGE FLASHING - MINIMUM 24 GA. GALVANIZED PAINT GRIP STEEL, GALVANIZED COATING TO BE MIN. L25 OZ. PER SQ. FT. AND 2.1 MILS THICK. 2. ROOF TO WALL FLASHING - METAL FLASHING - MIN. 24 GA. GALVANIZED PAINT GRIP STEEL, GALVANIZED COATING TO BE MINIMUM 1.25 OZ. PER SQ. FT. AND 2.1 MILS THICK. PROVIDE KICK -OUT AT ROOF EDGE TYPICAL. NAIL AT 8" O.G. 3. ROOF FELT FOR HIGH -SLOPE ROOF DECKS (4:12 OR GREATER) - ASPHALT SATURATED NON -PERFORATED ORGANIC FELT MEETING THE FOLLOWING REQUIREMENTS: ASTM D6380, CLASS S, TYPE III, NO. 43. 4. HIGH SLOPE ROOF VALLEY FLASHING - 36" WIDE SELF -ADHERING HIGH TEMP POLYMER MODIFIED BITUMEN COMPLYING WITH ASTM D 1510 5. LOW -SLOPE ROOF SYSTEM: 3-PLY MODIFIED BITUMEN ROOFING SYSTEM. REFER TO DETAILS. PROVIDE COMPLETE SUBMITTAL AND SHOP DRAWINGS PRIOR TO INSTALLATION. PLYWOOD DECK - BEAM __/ OR TRUSS PLYWOOD DECK - BEAM OR TRUSS PLYWOOD DECK - BEAM OR TRUSS INSTALL CONTINUOUS SELF -ADHERING 30 MIL WATERPROOFING MEMBRANE OVER PLYWOOD DECK. OVERHANG DECK BY I" / / STEP 5 INSTALL CONTINUOUS SELF -ADHERING 30 MIL WATERPROOFING MEMBRANE COUNTER FLASHING OVER 60 MIL WATERPROOFING MEMBRANE y / � SrEP l -ALUMINUM T-BAR. SECURE TO DECK W/ GALV. ROOFING NAILS *16" O.C. COVER NAIL HEADS WITH MASTIC LAP SEALANT \ SEALANT i TOPPIN SLAB / STEP 9 INSTALL CONTINUOUS SELF -ADHERING: 60 MIL WATERPROOFING MEMBRANE OVER PERIMETER SELF -ADHERED BASE FLASHING PLYWOOD DECK - BEAM / OR TRUSS STEP 6 SEAL ENDS OF MEMBRANE WITH - CONTINUOUS RUBBERIZED MASTIC PLYWOOD DECK - BEAM OR TRUSS WALL FINISH SYSTEMS: 1. PAINT INTERIOR GYPSUM BOARD WINDOW JAMBS AND SILLS WITH ENAMEL PAINT. 2. SET NAILS At ALL DOOR TRIM. 3. EXTERIOR WOOD TRIM IS TO BE 'REAL TRIM' PRE -PRIMED WOOD. CHECK FOR PROPER MOISTURE CONTENT PRIOR TO PAINTING. PRIME ALL CUT ENDS. 4. METAL LATH IS TO BE ATTACHED TO FRAMING MEMBERS AS PER MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY CODE. 5. J-SCREEDS AT THE BOTTOM OF WALL PANELS SHALL HAVE WEEP HOLES. VERTICAL CONTROL JOINTS SHALL BE CONTINUOUS. HORIZONTAL CONTROL JOINTS SHALL STOP AT VERTICAL JOINT. 6. PAINT ON STUCCO: MOISTURE -CURE STUCCO PER MANUFACTURER'S RECOMMENDATIONS. PAINT MANUFACTURER TO APPROVE MOISTURE CONTENT AND ALKALI LEVEL OF STUCCO I. PREPARE ALL SURFACES PER SEALANT MANUFACTURER RECOMMENDATIONS PRIOR TO APPLYING SEALANT. 8. EXPOSED / UNCOVERED VERTICAL CONCRETE / CMU: WATER REPELLENT ON VERTICAL CONCRETE OR CMU FACE. MANUFACTURER: TAMMS - TAMMSCOAT H WATER -BASED ACRYLIC EMULSION PROTECTIVE COATING. THIS IS A COLOR -PROTECTIVE COATING. OWNER TO SELECT COLOR. MANUFACTURER: TAMMS BARACADE SILANE 40 CLEAR WATER REPELLENT. THIS 15 A CLEAR PENETRATING WATER REPELLENT. 4" WIDE DRAINAGE MAT (AQUADRAIN EXP OR APPROVED EQUAL) I \ STEP 8 FLASHING5 r' SEALANTS / MISCELLANEOUS: 1. ALL METAL FLASHINGS, COPINGS, AND DOOR POCKETS ARE TO HAVE ALL OVERLAPS SEALED WITH NON -CURING BUTYL SEALANT. OVERLAPS TO BE 3" MINIMUM. APPLY TO KEEP SEALANT FROM BEING EXPOSED. MANUFACTURER: TREMCO BUTYL SEALANT. 2. PRE -PRIME STEEL LINTELS WITH RED OXIDE STEEL PAINT PRIMER. FINISH COAT OF PAINT ON ALL STEEL TO BE OIL -BASED PAINT. 4. SEALANT FOR DISSIMILAR MATERIAL JOINTS (INCLUDING WINDOW TO WOOD TRIM AND WINDOW TO FLASHING) - ONE COMPONENT ELASTOMERIC POLYURETHANE SEALANT. MANUFACTURER: SONNE50RN NPA SHERWIN-WILLIAMS STAMPEDE. 5. SEALANT FOR WOOD TO WOOD E SIDING t0 SIDING JOINTS, FIBER CEMENT SIDING TO WOOD JOINTS - SILICONE ACRYLIC LATEX SEALANT. MANUFACTURER: TREMCO TREMFLEX 834 SILICONIZED ACRYLIC LATEX SEALANT. 6. SEALANT UNDER DOOR THRESHOLDS - NON -HARDENING BUTYL SEALANT. MANUFACTURER: TREMCO BUTYL SEALANT. 1. ALL SEALANT BEADS AND FILLETS TO BE CONTINUOUS. PROVIDE BACKER ROD AS NEEDED OR AS SHOWN. Copyright@ 2012 TED TROUT ARCHITECT AND ASMCIAM LTD. drawings and specifications as mstraments of service and slmn remain the of the Architect re They anot to be used on o projects or e*nsions to this project emet by agreement m writing and with appropriate compensation fo the Architect 05.29.2013 CLIENT: PROJECT NAME NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS ti*IIMF� 3rf� OVERLAP A MINIMUM V AND BED LAP IN SEALANT PAN HEAD SCREWS EMBEDDED — IN SEALANT (MINIMUM OF THREE) WEATHER 5ARR IER 0 AND PAN FLA5H INCH (DOORS ABOVE GRADE; ONLY) Sn / MIN.6g, 00, B Q oo B 00 I �J Sn MIN. i it I� C K_ D EXTERIOR EXTERIOR INTERIOR SILL WIDTH (S) + 12 INCHES A 5TEP I STEP 2 PREPARE THE WEATHER -RESISTIVE BARRIER FOR WINDOW INSTALLATION: A. CUT SELF -ADHERING SILL FLASHING TAPE AT LEAST 12n LONGER THAN THE ROUGH OPENING OF THE SILL (S) A. MAKE AN 9-CUT" IN THE WEATHER -RESISTIVE BARRIER. FOR AN "I -CUT", BEGIN WITH A HORIZONTAL CUT ACROSS THE BOTTOM AND THE TOP OF B. REMOVE FIRST PIECE OF RELEASE PAPER, COVER HORIZONTAL SILL BY ,ALIGNING INSIDE EDGE OF SILL AND ADHERE INTO ROUGH OPENING ALONG SILL UP JAMBS THE WINDOW FRAME (FOR ROUND TOP WINDOWS, THE CUT SHOULD BEGIN ABOVE THE MULL JOINT). FROM THE CENTER, CUT STRAIGHT DOWN TO THE SILL. (MINIMUM b" ON EACH SIDE) B. CUT TWO 45-DEGREE SLITS A MINIMUM OF 8" EXTENDING TO THE CORNER OF THE WINDOW HEAD, UP AND AWAY FROM THE WINDOW OPENING. THIS C. REMOVE SECOND RELEASE PAPER. WILL CREATE A FLAB ABOVE THE ROUGH OPENING TO EXPOSE SHEATHING OR FRAMING MEMBERS TO ALLOW HEAD FLASHING INSTALLATION (SEE STEP 4). FLIP HEAD FLAP UP AND TEMPORARILY SECURE WITH TAPE. D. FAN OUT SELF -ADHERING SILL FLASHING AT BOTTOM CORNERS INTO FACE OF WALL. COVERAGE OF SELF -ADHERING SILL FLASHING SHOULD BE 2" TO 30 ONTO THE FACE OF THE WALL. NOTE: SOME WINDOWS AND FLASHING WIDTHS MAY REQUIRE LONGER SLITS C. FOLD SIDE FLAPS INTO ROUGH OPENING AND SECURE TO INSIDE WALL. CUT OFF EXCESS FLAPS IF DESIRED. � B 10 000 011 Looll� A Ll INTERIOR B 5TEP 3 STEP 4 5TEP STEP APPLY SEALANT AS RECOMMENDED BY MANUFACTURER A. INSTALL WINDOW ACCORDING TO MANUFACTURER'S INSTRUCTIONS. A. FLIP DOWN UPPER FLAP OF WEATHER -RESISTIVE FINAL STEP OF WEATHER -RESISTIVE BARRIER ON THREE SIDES AS BARRIER SO IT LAYS FLAT ACROSS HEAD FLASHING. SHOWN ABOVE. IF SEALANT IS APPLIED TO THE SILL, B. CUT TWO PIECES OF SELF -ADHERING FLASHING TAPE FOR JAMB FLASHING EXTENDING P ABOVE WINDOW HEAD FLANGE INSTALL SEALANT AS RECOMMENDED BY FLASHING TAPE ENSURE THAT THERE ARE AT LEAST TWO 2" GAPS IN THE AND BELOW BOTTOM EDGE OF WILL FLASHING. REMOVE RELEASE PAPER AND PRESS TIGHTLY ALONG SIDES OF B. TAPE SEAMS AS SHOWN. DO NOT T,dpE AT BOTTOM MANUFACTURER (AND BACKER ROD AS NECESSARY) AROUND SEALANT BEAD FOR EVERY 4" OF WINDOW TO ALLOW WINDOW FRAME. OF WINDOW. AT THE HEAD, CONTINUOUS TAPE SEAMS THE WINDOW OPENING AT THE INTERIOR. IT IS ALSO ACCEPTABLE FOR DRAINAGE. AS SHOWN WITH TAPE AS RECOMMENDED BY TO USE SEALANT FOAM AS RECOMMENDED BY FLASHING TAPE C. CUT A PIECE OF SELF -ADHERING FLASHING TAPE FOR HEAD FLASHING LONG ENOUGH TO EXTEND BEYOND OUTER EDGES MANUFACTURER OF WEATHER -RESISTIVE BARRIER. MANUFACTURER. THE SEAL CREATED BY THE SEALANT (AND OF JAMB FLASHING$. REMOVE RELEASE PAPER AND INSTALL COMPLETELY COVERING FLAGE AND ADHERING TO SKIP -TAPING AT THE HEAD IS ACCEPTABLE IF AN BACKER ROD AS NECESSARY) OR FOAM WILL ALSO SERVE AS EXPOSED SHEATHING OR FRAMING MEMBERS. AIR BARRIER IS NOT REQUIRED OR IF ADDITIONAL A BACK DAM. RECOMMENDED SEALANT SHOULD BE TOOLED FLAT DRAINAGE IS DESIRED. TO ALLOW THE NATURAL CURLING PROCESS TO CREATE A NOT : ENSURE PROPER SHINGLING. SELF-ADHERNG FLASHING TAPE AT JAMBS MUST OVERLAP SELF -ADHERING SILL FLASHING CONCAVE SHAPE. BE SURE THAT THE SEAALANT PENETRATES TAPE AND ADHERE TO THE WEATHER -RESISTIVE BARRIER BELOW THE SILL. C. TAPE DOWN DIAGONAL SEAMS OF WEATHER-RESISTIIVE THE GROOVES OF THE SELF -ADHERING FLASHING TAPE AROUND BARRIER. THE SILL NOTE; INSTALLATIONS THAT SPECIFY A WINDOW/DOOR DESIGN RATING OF DP45 OR GREATER REQUIRE EXTRA PRECAUTIONS. SEE MANUFACTURER'S INSTRUCTIONS FOR PERFORMANCE REQUIREMENTS EXCEEDING THIS DESIGN RATING. O2 TYPICAL WINDOW FLASHING N.T.S. NOTE: WINDOW FLASHING SEQUENCE PROVIDED FOR REFERENCE ONLY. REFER TO FINAL CONTRACTOR -APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR FINAL SPECIFICATIONS AND I XI Copyright@ 2012 M TRDUT ARCBl = AND ASSOCIATE4, LTD. dram*= and specifications as instrmnents of service and slmll remain the ppi�ttyy of re the Architect. They anot to be used own' otter projects or e:tenslons to this project except by agreement m writing and with appropriate compensation to the Architect 05.29.2013 CLIENT: PROJECT NAME Mr PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS ai s,a rag ---�naa Egtgg" Y a Yg a Y.a s�caZ s s-.T HNN,K —a'a.5 4ERE r(0 & AND CANT. CANTILEVER EA. EACH L ANGLE CIP CAST IN PLACE E.J. EXPANSION JOINT @ AT C.J. CEILING JOIST OR CONTROL JOINT ELEV. ELEVATION I;_ CENTERLINE C.L. CENTER LINE EMBED. EMBEDMENT 0 DIAMETER OR ROUND CLG. CEILING EQ. EQUAL # POUND OR NUMBER CLR CLEAR E.W. EACH WAY CMU CONCRETE MASONRY UNIT EXIST. EXISTING A.B. ANCHOR BOLT COL. COLUMN EXP. EXPANSION ADJ. ADJACENT CONC. CONCRETE EXT. EXTERIOR A.F.F. ABOVE FINISHED FLOOR CONN. CONNECTION ALT. ALTERNATE CONT. CONTINUOUS ANCH. ANCHOR CONST. JT. CONSTRUCTION JOINT F.B. FLUSH BEAM APPROX. APPROXIMATE CORR. CORRIDOR F.D. FLOOR DRAIN ARCH. ARCHITECTURAL OR ARCHITECT CTR CENTER FDN. FOUNDATION F.F. FINISH FLOOR B- BEAM TENDON (TENDON #) D.B. DROPPED BEAM FIN. FINISH BALC. BALCONY D.B.A. DEFORMED BAR ANCHOR FLR. FLOOR BLDG. BUILDING DBL. DOUBLE F.O.C. FACE OF CONCRETE BLK. BLOCK DTL. DETAIL F.O.S. FACE OF STUDS BLKG. BLOCKING D.F. DRAG FORCE FRMG. FRAMING BM BEAM D.F.L. DOUG FIR LARCH FAST. FASTENER BOT. BOTTOM DIA. DIAMETER F.S. FAR SIDE BIRD BOARD DIM. DIMENSION FT. FOOT OR FEET BRG. BEARING D.T. DRAG TRUSS FTG. FOOTING DWG. DRAWING Sheet Number Sheet Name Sheet Issue Date S0.00 COVER SHEET S0.01 GENERAL SPECIFICATIONS 06/10/09 S0.02 COMPONENTS AND CLADDING 06/10/09 S0.03 GENERAL SPECIFICATIONS 06/10/09 S1.01 FOUNDATION PLAN S2.01 PT & BEAM CABLE PLAN 05/16/13 S3.01 1 ST & 2ND FLOOR STUD LAYOUT PLAN 07/22/09 S3.02 3RD & 4TH FLOOR STUD LAYOUT PLAN 05/20/13 S4.01 2ND FLOOR FRAMING PLAN 07/22/09 S4.02 3RD FLOOR FRAMING PLAN 05/08/13 S4.03 4TH FLOOR FRAMING 05/08/13 S5.01 1 ST & 2ND FLOOR BRACING PLANS 07/22/09 S5.02 3RD & 4TH FLOOR BRACING PLANS 05/20/13 S6.01 ROOF FRAMING PLAN 05/08/13 S7.01 FOUNDATION DETAILS 06/02/09 S8.01 TYPICAL G.T. UPLIFT DETAILS 06/09/09 S8.02 TYPICAL G.T. UPLIFT DETAILS 06/09/09 S8.20 TYPICAL FRAMING DETAILS 06/09/09 S8.21 TYPICAL FRAMING DETAILS 01/19/10 S8.30 UPLIFT DETAILS 06/09/09 S8.40 FLOOR FRAMING DETAILS 06/09/09 S8.50 ROOF FRAMING DETAILS 11/02/09 S8.51 ROOF FRAMING DETAILS 05/13/13 S9.01 1 -STORY ANCHORAGE ELEVATIONS 06/11/09 S9.02 4 - STORYANCHORAGE ELEVATIONS 06/15/09 S9.03 ATS HOLDDOWN SYSTEM DETAILS 05/22/13 S9.04 ATS HOLDDOWN SYSTEM 05/22/13 S9.05 SHEAR WALL SCHEDULE & DETAILS 06/16/09 c 0 U J COLLEGE STATIONTEXAS PROJECT NO. 213081 GA. GAUGE K. THOUSAND POUNDS (KIP) O/O OUT TO OUT REQ'D. REQUIRED T.O.C. TOP OF CURB GALV. GALVANIZED O.C. ON CENTER R.O. ROUGH OPENING T.O.CONC. TOP OF CONCRETE G.B. GRADE BEAM OPNG. OPENING IRS. ROUGH SAWN T.O.P. TOP OF PAVING OR TOP OF PLYWOO G.C. GENERAL CONTRACTOR L.L.V. LONG LEG VERTICAL OPP. OPPOSITE T.O.S. TOP OF STEEL G.L. GLU LAM L.L.H. LONG LEG HORIZONTAL OSB ORIENTED STRAND BOARD T.O.T. TOP OF TRUSS G.T. GIRDER TRUSS LSL LAMINATED STRAND LUMBER S- STRAND (TENDON NUMBER) T.O.W. TOP OF WALL G.B. GYPSUM BOARD LVL LAMINATED VENEER LUMBER SEC. SECTION TPL. TRIPLE GYP. GYPSUM PAF POWDER ACTUATED FASTENER SCHED. SCHEDULE TS TUBE STEEL P.B. POCKET BEAM S.W. SHEAR WALL TYP. TYPICAL H.B. HOIST BEAM MAX. MAXIMUM PIP POURED IN PLACE SHT. SHEET HDR. HEADER M.C. MOMENT CONNECTION PL. PLATE SIM. SIMILAR UNO UNLESS NOTED OTHERWISE H.D. HOLDOWN MECH. MECHANICAL P.L.F. POUNDS PER LINEAR FOOT SLP. SLOPE UWA UNDER WALL ABOVE HOR. HORIZONTAL MANUF. MANUFACTURER PLYWD PLYWOOD SPECS. SPECIFICATIONS HR. HOUR MIN. MINIMUM PREFAB. PREFABRICATED S.P.F. SPRUCE PINE FIR H.S.A. HEADED STUD ANCHOR MISC. MISCELLANEOUS P.S.F. POUNDS PER SQUARE FOOT SQ. SQUARE VERT. VERTICAL H.S.S. HOLLOW STRUCTURAL SECTION MTL METAL P.S.I. POUNDS PER SQUARE INCH STIFF STIFFENER HT. HEIGHT P.S.L. PARALLEL STRAND LUMBER STD. STANDARD P.S.W. PERFORATED SHEAR WALL STIR. STIRRUP W/ WITH INSUL INSULATION N/A. NOT AVAILABLE/NOT APPLICABLE P.T. POST TENSION STL. STEEL W/O. WITHOUT INT. INTERIOR NO. OR # NUMBER STRUCT. STRUCTURAL WP. WORK POINT N.S. NEAR SIDE SYM. SYMMETRICAL W.S.P. WOOD STRUCTURAL PANEL N.T.S. NOT TO SCALE S.Y.P. SOUTHERN YELLOW PINE WT. WEIGHT JT. JOINT RAD. RADIUS W.W.M. WELDED WIRE MESH JST. JOIST R.D. ROOF DRAIN RE: REFERENCE THK. THICK REINF. REINFORCED TJI TRUSS JOIST "I" SHEET INDEX Sheet Number Sheet Name Sheet Issue Date Project TAUBER ROAD COLLEGE STATION, TX J I CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca®scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue Bid Issue 5/29/2013 Permit Issue Construction issue CHRIS NEWHOUSE 13 Revision Schedule Number Description Date Structural shop drawings submitted Drawn MTB electronically are to be emailed to shops@scahouston.com and field issues Check submitted electronically are to be emailed to rfi@scahouston.com Date Issue Date COVER SHEET Project 213081 Sheet SO-00 m 0 iO CM 0 N N POST TENSION INSPECTION EVALUATION > rn a� >, 0 .01 m E rr z W U W F- c� F- rr O z 00 0 co d. U TENDON LENGTH REQUIRED ELONGATION MINIMUM ELONGATION MAXIMUM ELONGATION (FT.) (IN.) (IN.) (IN.) 10.000 0.795 0.716 0.875 11.000 0.875 0.787 0.962 12.000 0.954 0.859 1.050 13.000 1.034 0.931 1.137 14.000 1.113 1.002 1.225 15.000 1.193 1.074 1.312 16.000 1.273 1.145 1.400 17.000 1.352 1.217 1.487 18.000 1.432 1.288 1.575 _ 19.000 1.511 1.360 1.662 20.000 1.591 1.432 1.750 21.000 1.670 1.503 1.837 22.000 1.750 1.575 1.925 23.000 1.829 1,646 2.012 24.000 1.909 1.718 2.100 25.000 1.988 1.789 2.187 26.000 2.068 1.861 2.275 27.000 2.147 1.933 2.362 28.000 2.227 2.004 2.450 29.000 2.306 2,076 2.537 30.000 2.386 2.147 2.625 31.000 2.465 2.219 2.712 32.000 2.545 2.291 2.800 33.000 2.625 2.362 2.887 34.000 2.704 2.434 2.975 85.000 2.784 2.505 3.062 36.000 2.863 2.577 3.149 37.000 2.943 2.648 3.237 38.000 3.022 2.720 3.324 _ 39.000 3.102 2.792 3.412 40.000 3.181 2.863 3.499 41.000 3.261 2.935 3.587 42.000 3.340 3.006 3.674 43.000 3.420 3.078 3.762 44.000 3.499 3.149 3.849 45.000 3.579 3.221 3.937 46.000 3.658 3.293 4.024 47.000 3.738 3.364 4.112 48.000 3.818 3.436 4.199 49.000 3.897 3.507 4.287 50.000 3.977 3.579 4.374 51.000 4.056 3.651 4.462 52.000 4.136 3.722 4.549 53.000 4.215 3.794 4.637 54.000 4.295 3.865 4.724 55,000 4.374 3.937 4.812 56.000 4.454 4.008 4.899 57.000 4.533 4.080 4.987 58.000 4.613 4.152 5.074 59.000 4.692 4.223 5.162 60.000 4.772 4.295 5.249 61.000 4.851 4.366 5.337 62.000 4.931 4.438 5.424 63.000 5.011 4.509 5.512 64.000 5.090 4.581 5.599 65.000 5.170 4.653 5.687 66.000 5.249 4.724 5.774 67.000 5.329 4.796 5.862 68.000 5.408 4.867 5.949 69.000 5.488 4.939 6.036 70.000 5.567 5,011 6.124 71.000 5.647 5.082 6.211 72.000 5.726 5,154 6.299 73.000 5.806 5.225 6.386 74.000 5.885 5.297 6.474 75.000 5.965 5.368 6.561 76.000 6.044 5.440 6.649 77.000 6.124 5.512 6.736 78.000 6.204 5.583 6.824 79.000 6.283 5.655 6.911 80.000 6.363 5.726 6.999 81.000 6.442 5,798 7.086 82.000 6.522 5,869 7.174 83.000 6.601 5.941 7.261 84.000 6.681 6.013 7.349 85.000 6.760 6.084 7.436 86.000 6.840 6.156 7.524 87.000 6.919 6.227 7.611 88.000 6.999 6.299 7.699 89.000 7.078 6.371 7.786 90.000 7.158 6.442 7.874 91.000 7.237 6.514 7.961 92.000 7.317 6.585 8.049 93.000 7.396 6.657 8.136 94.000 7.476 6.728 8.224 95.000 7.556 6.800 8.311 96.000 7.635 6.872 8.399 97.000 7.715 6.943 8.486 98.000 7.794 7.015 8.574 99.000 7.874 7.086 8.661 aW Oon-W n- v) co 5; Q�OOFs_-¢cw {-.¢'S�'So¢> _000UUUW zoz�z�- oo �z>¢>zzo 00¢CLcWiOd�=Q ALL AROUND BUILDING PERIMETER IN ACCORDANCE W/ GEOTECHNICAL REPORT RECOMMENDATIONS. *12 TENDON LENGTH REQUIRED ELONGATION MINIMUM ELONGATION MAXIMUM ELONGATION (FT.) (IN.) (IN.) (IN.) 100.000 7.953 7.158 8.749 102.000 8.112 7.301 8.924 104.000 8,271 7.444 9.098 106.000 8.430 7.587 9.273 108.000 8.589 7.731 9.448 110.000 8.749 7.874 9.623 112.000 8.908 8.017 9.798 114.000 9.067 8.160 9.973 116.000 9.226 8.303 10.148 118.000 9.385 8.446 10.323 120.000 9.544 8.589 10.498 122.000 9.703 8,733 10.673 124.000 9.862 8.876 10.848 126.000 10.021 9.019 11.023 128.000 10.180 9.162 11.198 130.000 10.339 9.305 11.373 132.000 10.498 9.448 11.548 134.000 10.657 9.592 11.723 136.000 10.816 9.735 11.898 138.000 10.975 9.878 12,073 140.000 11.135 10.021 12.248 142.000 11.294 10.164 12,423 144.000 11.453 10.307 12.598 146.000 11.612 10.451 12.773 148.000 11.771 10.594 12.948 150.000 11.930 10.737 13.123 152.000 12.089 10.880 13.298 154.000 12.248 11,023 13.473 156.000 12.407 11.166 13.648 158.000 12.566 11.309 13,823 160.000 12.725 11.453 13.998 162.000 12.884 11.596 14.173 164.000 13.043 11.739 14.348 166.000 13.202 11.882 14.523 168.000 13.361 12.025 14.698 170.000 13.520 12.168 14.873 172.000 13.680 12.312 15.047 174.000 13.839 12.455 15.222 176,000 13.998 12.598 15.397 178.000 14.157 12.741 15.572 180.000 14.316 12.884 15.747 182.000 14.475 13.027 15.922 184.000 14.634 13.171 16.097 186,000 14.793 13.314 16.272 188.000 14.952 13.457 16.447 190.000 15.111 13.600 16.622 192.000 15.270 13.743 16.797 194.000 15.429 13.886 16.972 196.000 15.588 14.029 17.147 198.000 15,747 14.173 17.322 200,000 15.906 14.316 17.497 202.000 16.065 14.459 17.672 204.000 16.225 14.602 17.847 NOTES: 1.) TENDON LENGTH IS THE LENGTH OF THE TENDON MEASURED OUTSIDE FACE TO OUTSIDE FACE OF CONCRETE SLAB. 2.) INTERPOLATION OF THE ELONGATION LENGTH IS PERMITTED FOR TENDON LENGTHS OCCURRING IN BETWEEN THE LENGTHS SHOWN ON THE ATTACHED. 3.) ELONGATIONS ARE FOR 1/2" DIAMETER 270 K SEVEN STRAND WIRE, STRESSED AT 33.0 K PER STRAND AND SEATED AT 28.9 K PER STRAND. 4.) TESTING AGENCY SHALL PROVIDE CERTIFICATION OF ALL TENDON ELONGATIONS. 5.) POST TENSION CONTRACTOR SHALL PROVIDE TENDON LENGTHS TO TESTING AGENCY FOR USE IN CONJUCTION WITH THE ATTACHED CHART FOR ESTABLISHING THE CALCULATED/ACTUAL ELONGATION MEASUREMENTS. 5'-0" OF COMPACTED - SELECT FILL IN BUILDING LINE ACCORDANCE W/ GEOTECHNICAL REPORT RECOMMENDATIONS. SLAB CONSTRUCTION FINISH FLOOR SEE PLAN RE: ARCH FINISH SURFACE 1 MIN. OF LANDSCAPING ------------- � i' % �•"ivy%' NATURAL GRADE MIN.1/2% V-0" CLAY CAP BELOW LANDSCAPING WHERE %; /%:: ;%, i �,�: - ii/� /',�' �: /�;;;` .'/� -'//: ;�,/ ;• /,1 GEOTECHNICAL REPORT 'j//' / '/ %, ., r ,% �j/;��/S IDENTIFIES MOISTURE SENSITIVE SOIL. SELECT FILL IN ACCORDANCE W/ GEOTECHNICAL REPORT RECOMENDATIONS * INITIAL ROUGH GRADING SHALL BE COMPLETED W/ NATURAL CLAY MATERIALS (NO SAND ALLOWED) PRIOR TO FORM SETTING, IT SHALL SLOPE 1VFT. FOR THE FIRST 5' & 6" MIN. IN 10' TO INSURE POSITIVE DRAINAGE AWAY FROM THE SLAB. NOTE TO OWNER: DRAINAGE OF THE SITE MUST BE MAINTAINED THROUGHOUT THE LIFE OF THE STRUCTURE. THE SOIL AT THIS SITE (SEE GEOTECHNICAL REPORT) MAY BE HIGHLY SENSITIVE TO CHANGE IN THE SOIL MOISTURE CONTENT AND WILL DAMAGE THE STRUCTURE IF THE MOISTURE CONTENT DECREASES OR INCREASES. LINE OF EXCAVATION. THE SUBGRADE SHALL BE PREPARED IN ACCORDANCE W/ GEOTECHNICAL REPORT RECOMMENDATIONS. THE TESTING LABORATORY SHALL TEST AND APPROVE THE MOISTURE CONTENT AND DENSITY OF THE SUBGRADE PRIOR TO PLACEMENT OF ANY FILL MATERIAL. NOTE TO CONTRACTOR: PROVIDE PUMPS ON SITE AND REMOVE ANY WATER FROM THE SITE 100% OF THE TIME. STANDING WATER IN THE EXCAVATION AT ANYTIME DAY OR NIGHT IS UNACCEPTABLE. POST -TENSION SLAB ON GRADE GENERAL NOTES DESIGN 1. FOUNDATIONS SHOWN ON THESE DRAWINGS HAVE BEEN DESIGNED USING ACCEPTED ENGINEERING PRACTICES AND THE POST TENSION INSTITUTE MANUAL "DESIGN AND CONSTRUCTION OF POST TENSION SLABS ON GRADE" AS A GUIDE. THE DESIGN DATA USED IS NOTED BELOW. 2. THIS DESIGN DOES NOT ALLOW FOR IMPROPER DRAINAGE, TREES LOCATED TOO CLOSE TO THE FOUNDATION OR IMPROPER MAINTENANCE. 3. ALL TENDONS TO BE 1/2"0. ALL SLABS SHALL BE 4" THICK, EDGE LIFT Ym=1.2" Em=5.5' CENTER LIFT Ym=1.0" , Em=9.0' THESE FOUNDATIONS THE SITE AND HAVE BEEN DESIGNED IN ACCORDANCE WITH RECOGNIZED ENGINEERING PRACTICES AND SOIL REPORT #12105-34 (SECOND SUPPLEMENT, 5/24/13 PREPARED BY CSC ENGINEERING & ENVIROONMENAL CONSULTANTS, INC. FOOTINGS SHALL BEAR ON SOIL SUITABLE FOR SUPPORTING 3000 P.S.F. NET ALLOWABLE BEARING. IF QUESTIONABLE SOIL IS ENCOUNTERED, THE STRUCTURALENGINEER SHALL BE NOTIFIED IMMEDIATELY. EXCAVATION FOR FOOTINGS SHALL BE NEAT. 4. SEE SITE PREPARATION SCHEMATIC FOR BUILDING FOUNDATION. COORDINATION 1. BUILDING CONTRACTOR MUST VERIFY ALL DROPS, OFF -SETS, BRICK LEDGES AND BLOCKOUTS ON ARCHITECTURAL PLANS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES THAT MAY EXIST ON THESE PLANS. 2. BUILDING CONTRACTOR MUST COORDINATE STRUCTURAL PLANS WITH THE ARCHITECTURAL AND M.E.P. PLANS FOR ALL OPENINGS, INSERTS AND OTHER RELATED ITEMS REQUIRED TO COMPLETE THE FOUNDATION. MATERIALS 1. CONCRETE DESIGN MIX AND CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE A.C.I. BUILDING CODE REQUIREMENTS (ACI 318 AND ACI 301 LATEST EDITION) TO INSURE QUALITY CONCRETE. 2. PLACE A CONT. 10 MIL VAPOR RETARDER OF POLYETHYLENE UNDER ALL CONCRETE SLABS & GRADE BEAMS. VAPOR RETARDER SHALL EXTEND UP TO FORM BOARD ON ALL EXTERIOR GRADE BEAMS. DO NOT OVER STRETCH OR LEAVE EXCESSIVE MATERIAL IN GRADE BEAMS. 3. PRESTRESSING STRAND SHALL BE 7 - WIRE, UNCOATED, GRADE 270K, STRESS RELIEVED OR LOW RELAXATION STEEL WITH CORROSION PREVENTATIVE LUBRICANT AND WRAPPED WITH PLASTIC SHEATHING, ALL CONFORMING TO ASTM A416. END ANCHORAGE DEVICES WILL CONFORM TO P.T.I. DESIGN SPECIFICATIONS. ALL DEAD END ANCHORAGE MUST BE FACTORY SEATED OR POWER SEATED. 4. DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 315-90, "ACI DETAILING MANUAL - LATEST EDITION". 5. UNLESS OTHERWISE NOTED, ALL REINFORCING BARS #4 AND LARGER SHALL CONFORM TO ASTM A-615 GRADE 60 (60,000 PSI YIELD) AND ALL #2 AND #3 BARS SHALL CONFORM TO GRADE 40 (40,000 PSI YIELD). REINFORCING SHALL BE FREE FROM OIL, DIRT AND OTHER MATERIALS THAT WOULD REDUCE THE BOND WITH THE CONCRETE. 6. WELDED WIRE REINFORCING (WWR) SHALL CONFORM TO ASTM A-185. WELDED WIRE REINFORCING SHALL BE CHAIRED TO MAINTAIN THE REINFORCING AT ONE-THIRD THE DEPTH BELOW THE TOP SURFACE DURING CONCRETE PLACEMENT. SUPPORTS SHALL BE AT 2'-0" O.C. 7. 2" (MINIMUM) GRANULAR CUSHION OVER FILL COMPACTED IN ACCORDANCE WITH SOIL REPORT SITE PREPARATION RECOMMENDATIONS. 8. CONCRETE STRENGTH AND PROTECTION FOR REINFORCEMENT OF POURED -IN -PLACE MEMBERS; SEE SECTION 7.7 ACI 318 LATEST EDITION AND AS NOTED BELOW: A. STRUCTURAL ELEMENT MINIMUM COVER (INCHES) CONCRETE STRENGTH (PSI) W/C RATIO (MAX) AT 28 DAYS FOOTINGS 3" ALL SURFACES 3000 SEE TABLE GRADE BEAMS 3" BOTTOM, 3" EA. FACE, 1 1/2" TOP 3000 SEE TABLE SLAB ON GRADE POST TENSION 1 1/2" BOTTOM 3000 SEE TABLE CONVENTIONAL (WWR) 2 5/8" BOTTOM CONVENTIONAL (ONE LAYER REBAR) 1 5/8" BOTTOM CONVENTIONAL (TWO LAYER REBAR) 1 1/2" TOP, 1 1/2" BOTTOM RETAINING WALLS & ELEVATOR PITS 1" TOP & BOTTOM, 2" EXTERIOR FACE & 3000 SEE TABLE 3/4" INTERIOR FACE PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE 1 - MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD. WATER CEMENT RATIO (W/C) CONCRETE f'c NON -AIR ENTRAINED AIR ENTRAINED 3000 0.52 (MAX.) 0.46 (MAX.) 4000 0.44 (MAX.) 0.35 (MAX.) 4500 0.43 (MAX.) 0.34 (MAX.) 9. FLYASH MAY BE USED TO REPLACE A PORTION OF THE PORTLAND CEMENT. THE RATIO OF FLYASH TO THE TOTAL OF THE FLYASH AND CEMENT IN A MIX SHALL NOT EXCEED 20%. FLYASH SHALL CONFORM TO ASTM C618, TYPE C OR F. 10. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOBSITE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE CONCRETE SUPPLIER TO ENSURE A PUMPABLE AND WORKABLE MIX WITHOUT THE ADDITION OF WATER AT THE JOBSITE. THE USE OF PLASTICIZERS, RETARDANTS AND OTHER ADDITIVES SHALL BE AT THE OPTION OF THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER. FOLLOW THE RECOMMENDATIONS OF THE MANUFACTURER FOR THE PROPER USE OF ADDITIVES. THE USE OF CALCIUM CHLORIDE OR OTHER CHLORIDE BEARING SALTS SHALL NOT BE PERMITTED. 11. CONCRETE SLUMP TESTS SHALL BE MADE BEFORE AND AFTER THE ADDITION OF ADMIXTURES AND MAY BE TAKEN AT THE BACK OF THE TRUCK. CONCRETE FOR THE PREPARATION OF TEST CYLINDERS SHALL BE TAKEN FROM THE HOSE END FOR CONCRETE PLACED BY PUMP. 12. REINFORCING STEEL SPLICE NOTES: 1. ALL REINFORCING STEEL SHALL BE SPLICED AS NOTED BELOW AND AS REQUIRED IN THE A.C.I. BUILDING CODE (LATEST EDITION). A. Ld NOTED IN THE DETAILS AND TABLES BELOW IS THE STRAIGHT BAR DEVELOPMENT LENGTH PER ACI-318. B. CLASS B LAP SPLICE TABLE SHALL BE USED FOR ALL LAP SPLICES AND BAR DEVELOPMENT UNLESS NOTED OTHERWISE. C. ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED WITH A CLASS B LAP SPLICE AND AROUND CORNERS OR INTERSECTIONS WITH A STANDARD 90 DEGREE HOOK. D. SPLICE TOP BARS AT CENTER OF SPAN; SPLICE BOTTOM BARS AT SUPPORTS WITH CLASS B LAP SPLICE. E. SPLICE ALL VERTICAL BARS IN COLUMNS AND VERTICAL AND HORIZONTAL BARS IN SHEAR WALLS WITH A CLASS B LAP SPLICE UNLESS NOTED OTHERWISE. F. LAP SPLICES FOR #14 AND LARGER BARS SHALL BE MADE WITH MECHANICAL COUPLERS TO DEVELOP 125% OF THE BARS CAPACITY. G INCREASE DEVELOPMENT LENGTH SHOWN IN TABLES BELOW BY 1.25 FOR 75 KSI STEEL. H. INCREASE DEVELOPMENT LENGTH SHOWN IN TABLES BELOW BY 1.50 FOR EPDXY COATED BARS. J. INCREASE DEVELOPMENT LENGTH SHOWN IN TABLES BELOW BY 1.30 IF BAR IS TO BE USED AS A TOP BAR IN A BEAM OR SLAB WITH 12" OF FRESH CONCRETE BELOW THE BAR. K. THE FOLLOWING TABLES ASSUME ONE OF THE BELOW CONDITIONS, PER ACI, ARE MET: 1. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS OR TIES THROUGHOUT Ld NOT LESS THAN CODE MINIMUM 2. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2db AND CLEAR COVER NOT LESS THAN db CLASS B SPLICE (TO BE USED U.N.O.) A.C.I. REINFORCING DEVELOPMENT LENGTH SCHEDULE (1.3 Ld) REINF. SIZE CONCRETE STRENGTH (PSI) 3000 4000 5000 6000 7000 8000 #3 23" 20" 17" 16" 16" 16" #4 29" 25" 23" 21" 20" 19" #5 37" 32" 29" 26" 24" 23" #6 43" 1 38" 34" 32" 29" 28" #7 63" 55" 50" 45" 42" 39" #8 72" 63" 56" Sill 47" 45" #9 81" 71" 63" 58" W 50" #10 91" SW 71" 65" 60" 56" #11 102" 88" 78" 72" 67" 63" CLASS A SPLICE (USE ONLY IF NOTED ON DRAWINGS) A.C.I. REINFORCING DEVELOPMENT LENGTH SCHEDULE (Ld) REINF. SIZE CONCRETE STRENGTH (PSI) 3000 4000 5000 6000 7000 8000 #3 17" 15" 13" 12" 12" 12" #4 22" 19" 17" 16" 15" 14" #5 28" 24" 22" 20" 18" 17 #6 33" 29" 26" 24" 22" 21„ #7 48" 42" 38" 34" 32" 30" #8 55" 48" 43" 39" 36" 34" #9 62' 54" 48" 44" 41" 38" #10 70" 61" A" 50" 46" 43" #11 78" 67" 60" 55" 511, 48" 2. ALL HOOKED REINFORCING STEEL SHALL BE AS NOTED BELOW AND AS REQUIRED IN THE A.C.I. BUILDING CODE (LATEST EDITION). A. Lhb NOTED IN THE SCHEDULE BELOW IS THE BASIC TENSION DEVELOPMENT LENGTH FOR STANDARD A.C.I. HOOKS, MEASURED FROM THE CRITICAL SECTION TO THE END OF THE HOOK. B. Ldh = 1.25*Lhb FOR 75 KSI STEEL. C. Ldh = 1.2*Lhb FOR EPDXY COATED REINFORCING BARS. A.C.I. STANDARD HOOK REINFORCING DEVELOPMENT LENGTH SCHEDULE (Lhb) REINF. SIZE CONCRETE STRENGTH (PSI) 3000 4000 5000 6000 7000 8000 #3 9" 8" 7" 6" 6" 6" #4 11" 10" 9" 8" 8" 7" #5 14" 12" 11" 10" 9" 9" #6 17" 15" 13" 12" 11" IV #7 20" 17" 15" 14" 13" 12" #8 22" 19" 17" 16" 15" 14" #9 25" 22" 20" 18" 17" 16" #10 28" 25" 22" 20" 19" 18" #11 31" 27" 24" 22" 21" 19" Ldh CRITICAL SECTION L 9 l_ :R rel fe l _ Ldh CRITICAL SECTION 1. BEAM DIMENSIONS ARE THE MINIMUM SIZE REQUIRED AND MAY NOT BE REDUCED OR ENLARGED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 2. PLACE FILL UNDER SLABS IN COMPLIANCE WITH SOIL REPORT SITE PREPARATION RECOMMENDATIONS. PROVIDE CERTIFICATION OF COMPLIANCE UPON REQUEST. 3. CONCRETE SHALL BE WELL CONSOLIDATED, PARTICULARLY IN THE VICINITY OF THE TENDON ANCHORAGE. 4. PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB SURFACE. FINISHING OF SLAB SURFACES SHALL COMPLY WITH THE RECOMMENDATIONS OF AC1 302.1 AND 304. 5. SUPPORT TENDONS AND BARS SECURELY TO PREVENT BOTH VERTICAL AND HORIZONTAL MOVEMENT DURING PLACING OF CONCRETE. TIE TENDONS AT ALL INTERSECTIONS SECURELY WITH BLACK, SOFT ANNEALED WIRE. DO NOT OVER TIGHTEN SUCH THAT THE WIRE CUTS INTO THE SHEATHING. 6. ALLOW 8" DIAMETER, CENTERED ON TENDON AXIS, BY 36" LENGTH FOR STRESSING EQUIPMENT CLEARANCE. 7. IF TENDON SHEATHING IS DAMAGED FOR 5" OR MORE IT MUST BE RESHEATHED TO PREVENT CONCRETE FROM BONDING TO THE CABLE. 8. THERE WILL BE NO PLUMBING LINES RUNNING PARALLEL TO AND WITHIN OR UNDER ANY FOUNDATION BEAM. PLUMBING MAY CROSS A FOUNDATION BEAM OR RUN PARALLEL TO A FOUNDATION BEAM @ 5'-0" (MIN.) FROM CENTERLINE OF THE BEAM. 9. PROVIDE 7 DAY CURING OF SLAB IMMEDIATELY AFTER FINISHING USING ONE OF THE FOLLOWING METHODS: A. CONTINUOUSLY WATERED BURLAP B. WATERPROOF MEMBRANES C. SPRAYED -ON LIQUID MEMBRANE 10. PROTECT THE CONCRETE SURFACE BETWEEN FINISHING OPERATIONS ON HOT, DRY DAYS OR ANY OTHER TIME THAT PLASTIC SHRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP, PLASTIC MEMBRANE OR FOGGING. PROTECT CONCRETE Project SLAB AT ALL TIMES FROM RAIN, HAIL OR OTHER INJURIOUS EFFECTS. 11. AN INDEPENDENT CERTIFIED TESTING LABORATORY SHALL VERIFY AND PROVIDE REPORTS CERTIFYING THE FOLLOWING: A. CONCRETE PLANT BATCH TICKETS FOR EACH TRUCK VERIFY THAT THE CONCRETE MATCHES THE APPROVED DESIGN MIX. B. CONCRETE SLUMP IS IN ACCORDANCE WITH APPROVED DESIGN MIX. C. CONCRETE PLACEMENT OPERATIONS ARE IN ACCORDANCE WITH ACI SPECIFICATIONS. D. CONTROL JOINTS ARE INSTALLED WITHIN THE ACI TIME ALLOWANCE. E. PROPER CURING METHODS ARE BEING UTILIZED. 12. NO CONCRETE SHALL BE PLACED OUTSIDE OF THESE SPECIFICATIONS WITHOUT THE OWNER'S PRIOR APPROVAL. ANY ITEMS NOT IN COMPLIANCE WITH THE OUTLINED SPECIFICATION SHALL BE REPORTED TO THE OWNER AND STRUCTURAL ENGINEER WITHIN 24 HOURS. 13. ALL RETAINING WALLS TO BE SHORED UNTIL UPPER SLAB IS IN PLACE AND HAS REACHED 70% OF ITS DESIGN STRENGTH OR THE RETAINING WALL HAS REACHED 100% OF ITS DESIGN STRENGTH. PROVIDE GRANULAR BACKFILL AND PERFORATED DRAIN PIPE CONNECTED TO SITE DRAINAGE, RE: CIVIL PLAN. QUALIFICATION POST TENSION CONTRACTOR WILL, UPON REQUEST, FURNISH THE FOLLOWING: 1. LABORATORY TEST ON ANCHORAGE SYSTEM. 2. LATEST CALIBRATION DATE OF EQUIPMENT USED. 3. LABORATORY TEST COEFFICIENT OF FRICTION ON STRANDS. 4. MIL TEST CERTIFICATE ON STRANDS. STRESSING 1. 1/2" 0 TENDONS SHALL BE ANCHORED AT 28.9 K PER TENDON, BUT MAY BE INITIALLY STRESSED AT 33.0 K PER TENDON. 2. TO REDUCE OR ELIMINATE POSSIBLE SHRINKAGE CRACKS, EACH TENDON SHOULD BE STRESSED TO ABOUT 11 KIPS 16 HOURS AFTER CONCRETE PLACEMENT OR AT APPROXIMATELY 1000 PSI CONCRETE STRENGTH. LONG AND NARROW SLABS CAN BE STRESSED IN THE LONG DIRECTION ONLY. FINAL STRESSING SHOULD BE DONE WHEN CONCRETE IN GRADE BEAMS AND SLABS HAS ATTAINED A MINIMUM COMPRESSIVE STRENGTH OF 2000 P.S.I. 3. ELONGATION REPORT MUST BE PROVIDED BY A QUALIFIED ENGINEERING FIRM, OR OTHERS APPROVED BY SCA. REPORT MUST SHOW BUILDING SHAPE, TENDON LOCATION & NUMBER, & ACTUAL LENGTH OF ELONGATION. SPECIAL NOTES 1. EXTERIOR GRADE BEAMS ARE TO EXTEND 12" (MIN.) INTO UNDISTURBED SOIL OR THE SLAB IS TO BE PLACED ON FILL IN ACCORDANCE WITH CONSTRUCTION NOTE #2. 2. DO NOT SCALE FOUNDATION PLANS & DETAILS. 3. POST -TENSION TERMS USED: A. CABLE OR STRAND: STEEL WIRE ROPE WITHOUT COATING OR ATTACHMENTS. B. TENDON: COMPLETE ASSEMBLY OF ALL MATERIAL TO BE PUT IN TENSION PER ASTM-A416. 4. MINIMUM EDGE DISTANCE FROM ALL SLAB EDGES TO P.T. TENDON IS 10" 5.) FOUNDATION PLATES OR SILL PLATES SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION WITH NOT LESS THAN 1/2" 0 STEEL BOLTS OR APPROVED ANCHORS. BLOTS SHALL BE EMBEDDED AT LEAST 7 INCHES INTO CONCRETE AND SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM OF TWO BOLTS OR ANCHOR STRAPS PER PIECE WITH ONE BOLT OR ANCHOR STRAP LOCATED NOT MORE THAN 12 INCHES OR LESS THAN 4 INCHES FROM EACH END OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. NORTHGATE = N W: 4 U9O TAUBER ROAD COLLEGE STATION, TX ,A CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas. Registered Engineering Firm: F- 197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue Bid Issue ��*jk7l ''�.* 5/29/2013 % * ...................... Permit Issue CHRIS NEWHOUSE '+t.. 80079,_v rfIt F;n Construction issue Ems:-F t� 0RA= -�' S?2 9� 13 Revision Schedule Number Description Date GENERAL SPECIFICATIONS Drawn MTB Project 213081 Sheet SO-01 t7 W �n 0 LO co n N N i ME AS3 El 11111 IBM= ��7�� lilAAilil�l►i�4.`i.'i�i�J►UJ��[�1►1.' \[�1�a�1tl►�a��]aely a :I►1RMP QPL`W��:/G\\I�7■:jaA4.'L'11:/GU[al[�l:�:i:�G1:��7►G\1�II��C Check Date Issue Date > m E a� >, 0 co m z W U W O O z m :l r� (n � U � c o FYI iT_ 'v Ix" 1 i '•. 2. ,; /X, —A (TYP.) FLAT ROOF MEAN ROOF HEIGHT LESS THAN OR EQUAL TO 60 ft DESIGN WIND PRESSURE FLAT ROOF TRIB. ZONE O ZONE 2 ZONE ART A - 26 PSF - 44 PSF - 66 PSF 10 + 11 PSF + 11 PSF + 11 PSF - 25 PSF - 33 PSF - 40 PSF 50 + 9 PSF + 9 PSF + 9 PSF - 24 PSF - 29 PSF - 29 PSF 100 + 9 PSF + 9 PSF + 9 PSF ZONE LENGTH A 3'-6" NOTES: 1. ALL BUILDING COMPONENTS, CLADDING, FINISHES AND CONNECTIONS SHALL BE DESIGNED FOR WIND PRESSURES INDICATED FOR THE CORRESPONDING ZONE. CALCULATIONS AND/OR DESIGN DATA MUST BE AVAILABLE FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD IF REQUESTED. 2. ZONE LENGTH INCLUDES OVERHANG. 3. ALL PARAPETS SHALL BE DESIGNED IN ACCORDANCE WITH THE WIND PRESSURES DETERMINED FROM SECTION 6.5.12.4.4. OF ASCE 7-10 4. ALL ARCHED ROOFS SHALL BE DESIGNED IN ACCORDANCE WITH WIND PRESSURES DETERMINED FROM ASCE7-02. ROOF FASTENING ZONES(C) WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE -- O FASTENING SCHEDULE (inches on center) THICKNESS NAILS PANEL LOCATION 1/2" OR LESS 8d COMMON PANEL EDGE (a) 6 6 6(b) PANEL FIELD 12 12 6(b) 19/32" OR GREATER 10d COMMON PANEL EDGE (a) 6 6 6(b) PANEL FIELD 12 12 6(b) (a) EDGE SPACING ALSO APPLIES OVER ROOF FRAMING AT GABLE END WALLS (b) USE RING -SHANK NAILS IN THIS ZONE IF MEAN ROOF HEIGHT IS GREATER THAN 25'. (c) SEE COMPONENT AND CLADDING WIND PRESSURE DETAILS FOR ROOF FASTENING ZONES. DESIGN WIND PRESSURE - GABLE/HIP ROOFS WITH SLOPE (ASCE7-10) COMPONET AND CLADDING TRIB, AREA 2 ZONE 1O ZONE 2, ZONE 3 OVERHANG OVERHANG - 25 PSF - 43 PSF - 43 PSF - 47 PSF - 47 PSF 00 + 16 PSF + 16 PSF + 16 PSF - 23 PSF - 35 PSF - 35 PSF - 39 PSF - 39 PSF 50 + 13 PSF + 13 PSF + 13 PSF - 22 PSF - 31 PSF - 31 PSF - 35 PSF - 35 PSF 100 + 11 PSF + 11 PSF + 11 PSF u I I i/ I � ROOF ELEV / BUILDING CORNER 4 l GROUND EI WALL ELEVATION DESIGN WIND PRESSURE TRIB (ASCE7-10) AREA FTz ZONE 4O ZONE - 29 PSF - 36 PSF 410 + 27 PSF + 27 PSF - 33 PSF - 33 PSF 25 + 25 PSF + 25 PSF - 26 PSF -. 30 PSF 50 + 29 PSF + 24 PSF T EV. GENERAL NOTES: 1. THE FOLLOWING SPECIFICATIONS ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS AND THEIR APPLICATION. MANUFACTURER SPECIFICATION AND LOCAL CODE REQUIREMENTS, WHEN IN EXCESS OF MINIMUM SPECIFICATION, SHALL CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR ERECTION. 2. AT CONSTRUCTION ISSUE, THESE DRAWINGS REPRESENT STRUCTURAL COMPONENTS IN THEIR FINAL AND FINISHED STATE. CONSTRUCTION PROCEDURES, BRACING, METHODS, SAFETY PRECAUTIONS OR MECHANICAL REQUIREMENTS USED TO ERECT THEM ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK. DESIGN CRITERIA CODE.................................................. IBC 2012 DESIGN LOADS (PSF) LIVE LOAD DEAD LOAD - ROOF 20 20 FLAT, 15 SLOPED - UNITS (PRIVATE ROOMS & CORRIDORS SERVING THEM) 40 25 - DECKS (PRIVATE) * 40 35 - PUBLIC AREAS (PUBLIC ROOMS & CORRIDORS SERVING THEM) 100 30 ' DECK - AN EXTERIOR FLOOR SUPPORTED ON A LEAST TWO OPPOSING SIDES BY AN ADJACENT STRUCTURE, AND/OR POSTS, PIERS OR OTHER INDEPENDENT SUPPORTS. WIND LOAD BASIC WIND SPEED (3-SECOND GUST) RISK CATEGORY WIND EXPOSURE INTERNAL PRESSURE COEFFICIENT COMPONENT AND CLADDING PRESSURES: (NET, SEE PRESSURE ZONE DETAILS) SEISMIC DESIGN DATA TABLE (IBC) SITE CLASSIFICATION: SEISMIC IMPORTANCE FACTOR: OCCUPANCY CATEGORY: MAPPED SPECTRAL RESPONSE ACCELERATIONS: SPECTRAL RESPONSE COEFFICIENTS: SEISMIC DESIGN CATEGORY BASIC SEISMIC -FORCE RESISTING SYSTEM: ��ti nnpu 1.0 - 1 Project II - 0.074 - Ss S 1 0.040 - S Ds 0.079 - S D1 0.064 - rt - LIGHT FRAMED SHEARWALLS WITH - SHEAR PANELS AT ALL OTHER MATERIALS DESIGN BASE SHEAR 29K - SEISMIC RESPONSE COEFFICIENT (Cs): 0.0395 - RESPONSE MODIFICATION FACTOR (R): 2- ANALYSIS PROCEDURE (ELFP OR MAP): ELFP PROPER APARTMENTS TAUBER ROAD COLLEGE STATION, TX �i CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue Bid Issue 5/29/2013 ..... ....................... Permit Issue CHRIS,NE1NH0113E ��}'� 80079 tf Construction l issue - t� �omr4�.:- 512 9113 Revision Schedule Number ( Description Date COMPONENTS AND CLADDING Drawn MTB Check Date Issue Date Project 213081 Sheet SO,02 rn v� 0 co 0 N 6i N LO FASTENING SCHEDULE CONNECTION FASTENING a' I LOCATION 1 JOIST TO SILL OR GIRDER 3- 8d COMMON (2 1/2" X 0.131") TOENAIL 3- 3" X 0.131" NAIL 2 BRIDGING TO JOIST 2- 8d COMMON (2 1/2" X 0.131") TOENAIL EACH END 2- 3" X 0. 131 " NAIL 3 1"X 6" SUBFLOOR OR LESS TO EACH JOIST 2- 8d COMMON (2 1/2" X 0.131") FACE NAIL 4 WIDER THAN 1"X 6" SUBFLOOR TO EACH JOIST 3- 8d COMMON (2 1/2" X 0.131") FACE NAIL 5 2" SUBFLOOR TO JOIST OR GIRDER 2- 16d COMMON (3 1/2" X 0.162") BLIND AND FACE NAIL 6 SOLE PLATE TO JOIST OR BLOCKING 3 1/4" X 0.148" NAILS @ 12" O.C. TYPICAL FACE NAIL SOLE PLATE TO JOIST OR BLOCKING AT SEE SHEAR WALL SCHEDULE BRACED WALL PANELS BRACED WALL PANELS 7 TOP PLATE TO STUD 2- 16d COMMON (3 1/2" X 0.162") END NAIL 3- 3" X 0.131" NAIL 8 STUD TO SOLE PLATE 4-8d COMMON (2 1/2" X 0.131") TOENAIL 4- 3" X 0.131" NAIL 2- 16d COMMON (3 1/2" X 0.162") END NAIL 3- 3" X 0.131" NAIL 9 DOUBLE/MULTIPLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. FACE NAIL 3" X 0.131" NAIL @ 8" O.C. 10 DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. TYPICAL FACE NAIL 3" X 0.131" NAIL @ 12"O.C. DOUBLE TOP PLATES 8- 16d COMMON (3 1/2" X 0.162") LAP SPLICE 12- 3" X 0.131" NAILS 11 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 12 RIM JOIST TO TOP PLATE 13 TOP PLATE, LAPS AND INTERSECTIONS 14 CONTINUOUS HEADER, TWO PIECES 15 CEILINt3 JOISTS TO PLATE 16 CONTINUOUS HEADER TO STUD 17 CEILING JOISTS, LAPS OVER PARTITIONS 18 CEILING JOISTS TO PARALLEL RAFTERS 19 RAFTER TO PLATE 20 1" DIAGONAL BRACE TO EACH STUD AND PLATE 21 1"X 8" SHEATHING TO EACH BEARING 22 WIDER THAN 1"X 8" SHEATHING TO EACH BEARING 23 BUILT-UP CORNER STUDS 25 2" PLANKS 26 COLLAR TIE TO RAFTER 27 JACK RAFTER TO HIP 28 ROOF RAFTER TO 2- BY RIDGE BEAM 29 JOIST TO BAND JOIST 30 LEDGER STRIP 31 WOOD STRUCTURAL PANELS: SUBFLOOR AND ROOF SHEATHING (TO FRAMING) SHEAR WALL SHEATHING (TO FRAMING) NON -SHEAR WALL SHEATHING (TO FRAMING) b 1/2" AND LESS 19/32" TO 3/4" 3- 8d COMMON (2 1/2" X 0.131") TOENAIL 3- 3" X 0. 131 " NAIL 8d (2 1/2" X 0.131") AT 6" O.C. TOENAIL 3"X0.131" NAIL@ 6"O.C. 2- 16d COMMON (3 1/2" X 0.162") FACE NAIL 3- 3" X 0.131" NAIL 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 3- 8d COMMON (2 1/2" X 0.131") TOENAIL 5- 3" X 0.131" NAIL 4- 8d COMMON (2 1/2" X 0.131") TOENAIL 3- 16d COMMON (3 1/2" X 0.162") MIN. FACE NAIL 4- 3" X 0.131" NAIL 3- 16d COMMON (3 1/2" X 0.162") MIN. FACE NAIL 4- 3" X 0.131" NAIL 3- 8d COMMON (2 1/2" X 0.131") TOENAIL 3- 3" X 0.131" NAIL 2- 8d COMMON (2 1/2" X 0.131") FACE NAIL 2- 3" X 0.131" NAIL 3- 8d COMMON (2 1/2" X 0.131") FACE NAIL 3- 8d COMMON (2 1/2" X 0.131") FACE NAIL 16d (3 1/2" X 0.162") AT 24" O.C. 3" X 0.131" NAIL @ 16" O.C. 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL @ TOP AND 3" X 0.131" NAIL @ 24" O.C. BOTTOM STAGGERED ON OPPOSITE SIDES 2- 20d (4" X 0.192") COMMON FACE NAIL @ ENDS 3- 3" X 0.131" NAIL AND AT EACH SPLICE 16d (3 1/2" X 0.162") AT EACH BEARING 3- 10d COMMON (3" X 0.148") FACE NAIL 4- 3" X 0.131" NAIL 3- 10d COMMON (3" X 0.148") TOENAIL 4- 3" X 0. 131 " NAIL 2- 16d COMMON (3 1/2" X 0.162") FACE NAIL 3- 3" X 0.131" NAIL 2- 16d COMMON (3 1/2" X 0.162") TOENAIL 3- 3" X 0.131" NAIL 2- 16d COMMON (3 1/2" X 0.162") ( FACE NAIL 3- 3" X 0.131" NAIL 4- 3 1/4 X 0.148" NAILS I FACE NAIL SEE DETAILS I FACE NAIL SEE SPECIFICATIONS SEE SHEAR WALL SCHEDULE 6d c 2 3/8" X 0.113" NAIL 8dd OR 6d e 2 3/8" X 0.113" NAIL m I 7/8" TO 1 " 8d > 1 1/8" TO 1 1/4" 10d d OR 8d e E 32 PANEL SIDING (TO FRAMING): 6d f 0 1/2" OR LESS f -0 5/8" 8d CC 33 FIBERBOARD SHEATHING: g 1/2" h No. 11 ga. ROOFING NAIL � 6d COMMON NAIL (2" X 0.131 ") W No. 16 ga. STAPLE U w 25/32" No. 11 ga. ROOFING NAIL h Q 8d COMMON NAIL (2 1/2" X 0.131") = No. 16 ga. STAPLE Ir34 INTERIOR PANELING z 1/4" 4d 1 k 3/8" 6d 0 co N 35 TRUSS, ROOF, AND FLOOR 3- 3 1/4 X 0.148" NAILS SLANT NAIL c Q NOTES TO FASTENING SCHEDULE 0 a COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. E (SIZE OF NAIL PER LATEST EDITION OF NATIONAL DESIGN SPECIFICATION U.N.O.) m 0 b NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS, EXCEPT 6 INCHES AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE, FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX, OR CASING. v c COMMON OR DEFORMED SHANK (6d-2" X 0.113"; 8d-2 1/2" X 0.131"; 10d-3" X 0.148"). o d COMMON (6d-2" X 0.113"; 8d-2 1/2" X 0.131"; 10d-3" X 0.148"). 0 0 -' e DEFORMED SHANK (6d-2" X 0.113"; 8d-2 1/2" X 0.131"; 10d-3" X 0.148"). N i_ NOTES TO FASTENING SCHEDULE CONT'D: f CORROSION -RESISTANT SIDING (6d-1 7/8" X 0.106"; 8d-2 3/8" X 0.128") OR CASING (6d-2" X 0,099"; 8d-2 1/2" X 0.113") NAIL. g FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. h CORROSION -RESISTANT ROOFING NAILS WITH 7/16 INCH DIAMETER HEAD AND 1 1/2 INCH LENGTH FOR 1/2 INCH SHEATHING AND 1 3/4 INCH LENGTH FOR 25/32 INCH SHEATHING. CORROSION -RESISTANT STAPLES WITH NOMINAL 7/16 INCH CROWN AND 1 1/8 INCH LENGTH FOR 1/2 INCH SHEATHING AND 1 1/2 INCH LENGTH FOR 25/32 INCH SHEATHING. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). CASING (1 1/2" X 0.080") OR FINISH (1 1/2" X 0.072) NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. k PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. I STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH. In FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS. WOOD FRAMING SPECIFICATIONS: 1. WOOD FRAMING SIZES, VERTICAL FRAMING, HORIZONTAL FRAMING, FIRESTOPS, ANCHORAGE, FURRING AND CONNECTORS NOT SHOWN ON DOCUMENTS SHALL BE PER LOCAL BUILDING CODE MINIMUM REQUIREMENTS. 2. A) WOOD STRUCTURAL PANEL ROOF SHEATHING SHALL BE XXX" THICK STANDARD C.D. EXPOSURE 1, PANEL INDEX XXXX CONFORMING TO U.S. PS-1 AND STAMPED WITH APA GRADE -TRADEMARK. B) WOOD STRUCTURAL PANELS SHALL BE NAILED TO SUPPORTS WITH 2 1/2" X 0.131"0 NAILS, FOR THICKNESS OF 15/32 INCH AND WITH 3" X 0.148"0 NAILS FOR 19/32 INCH, 23/32 INCH, AND 7/8 INCH THICKNESS. C) NAILING SHALL BE AS SHOWN ON WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE ON COMPONENT & CLADDING FOR DESIGN WIND PRESSURE SPEC. 3. A) WOOD STRUCTURAL PANEL FLOOR SHEATHING SHALL BE 23/32" THICK T & G EXPOSURE 1, PANEL INDEX 48/24 CONFORMING TO U.S. PS-1 AND STAMPED WITH APA GRADE -TRADEMARK. B) WOOD STRUCTURAL PANELS SHALL BE NAILED TO SUPPORTS WITH 2" X 0.131"0 NAILS FOR THICKNESS OF 15/32 INCH AND WITH 2 1/4" X 0.148"0 NAILS FOR 19/32 INCH, 23/32 INCH, AND 1 1/8 INCH THICKNESS. C) NAIL SPACING SHALL BE SIX INCHES ON CENTER AT PANEL EDGES AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, 4. ALL STRUCTURAL LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADES, SPECIES AND ALLOWABLE STRESSES OR EQUIVALENT AS PER NATIONAL FOREST PRODUCTS ASSOCIATION. MOISTURE CONTENT TO BE 19% MAXIMUM. STUDS RE: STUD LAYOUT PLANS JOISTS STRUCT. GRADE NO. 2 SYP OR DFL BEAM 2"-4" THICK STRUCT. GRADE NO. 2 SYP OR DFL POSTS STRUCT. GRADE NO. 2 SYP OR DFL - ALL PLATE STOCK SHALL BE DFL OR SYP NO. 3 OR BETTER. - ALL FLOOR JOIST BRIDGING TO BE PER LOCAL CODES OR AS SHOWN. - ALL GLUE LAMINATED MEMBERS SHALL BE DOUGLAS FIR, COMBINATION 24F-V4 FOR SIMPLY SUPPORTED BEAMS AND COMBINATION 24F-V8 FOR CANTILEVERED AND CONTINUOUS BEAMS; OR SOUTHERN PINE, COMBINATION 24F-V3 FOR SIMPLY SUPPORTED BEAMS AND 24F-V5 FOR CANTILEVERED AND CONTINUOUS BEAMS. UNLESS NOTED OTHERWISE ALL GLULAM BEAMS SHALL BE PROVIDED WITH STANDARD CAMBER. - PSL BEAMS AND HEADERS SHALL BE MIN. Fb = 2900 PSI., MIN. Fv = 285 PSI. & MIN. E= 2,000,000 PSI. - PSL COLUMNS SHALL BE MIN. Fb = 2400 PSI. & MIN. E= 1,800,000 PSI. - LVL BEAMS THAT HAVE EQUAL OR GREATER SIZE THAN PSL BEAMS SPECIFIED AND MEET PSL REQUIREMENTS MAY BE SUBSTITUTED FOR PSL BEAMS - LSL MEMBERS SHALL BE MIN. Fb = 1700 PSI., MIN. Fv = 400 PSI. & MIN. E= 1,300,000 PSI. 5. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED TESTING AGENCY. 6. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE -TREATED WOOD. ALL FASTENERS INCLUDING ANCHOR BOLTS, POWDER ACTUATED FASTENERS, NAILS, CLIPS, AND HANGERS ATTACHED TO PRESERVATIVE -TREATED WOOD SHALL BE AS NOTED IN THE CHART BELOW. FASTENER/HANGER COATING RECOMMENDATION STRUCTURAL APPLICATION ENVIROMENT SBX/DOT & ZINC BORATE ACQ-C, ACQ-D (CARBONATE), CA-B & CBA-A ACZA OTHER OR UNCERTAIN NO AMMONIA WITH AMMONIA HIGHER CHEMICAL CONTENT 1 INTERIOR DRY NONE GALV. GALV. SS SS SS EXTERIOR DRY N/A3 GALV. SS SS SS SS EXTERIOR WET N/A3 GALV. SS SS SS SS HIGHER EXPOSURE N/A3 SS SS SS SS SS UNCERTAIN N/A3 SS SS SS SS SS 1. WOODS WITH ACTUAL RETENTION LEVELS GREATER THAN 0.40 pcf FOR ACQ, 0.41 pcf FOR CBA-A, OR 0.21 pcf FOR CA-B (GROUND CONTACT LEVEL). 2. NONE - UNCOATED GALV. - GALVANIZED PER ASTM AI53 SS - TYPE 303, 304, 305 OR 316 STAINLESS STEEL 3. BORATE TREATED WOODS ARE NOT APPROPRIATE FOR OUTDOOR USE. 4. INTERIOR DRY: INCLUDES WALL AND CEILING CAVITIES, AND FLOOR APPLICATIONS THAT HAVE BEEN DESIGNED TO ENSURE THAT CONDENSATION AND OTHER SOURCES OF MOISTURE DO NOT DEVELOP. EXTERIOR DRY: INCLUDES OUTDOOR INSTALLATIONS IN LOW RAINFALL ENVIRONMENTS AND NO REGULAR EXPOSURE TO MOISTURE. EXTERIOR WET: INCLUDES OUTDOOR INSTALLATIONS IN HIGHER MOISTURE AND RAINFALL ENVIROMENTS. HIGHER EXPOSURE: INCLUDES EXPOSURE TO OCEAN SALT AIR, FIRE RETARDANTS, LARGE BODIES OF WATER, FUMES, FERTILIZERS, SOIL, SOME PRESERVATIVE TREATED WOODS, INDUSTRIAL ZONES, ACID RAIN, AND OTHER CORROSIVE ELEMENTS. 7. FASTENERS FOR FIRE -RETARDANT -TREATED WOOD SHALL BE OF HOT DIPPED ZINC - COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZINC -COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 8. LEED FOR HOMES LUMBER REQUIREMENT: A. IT IS PREFERRED THAT ALL LUMBER (INCLUDING STUDS, FRAMING MEMBERS, TRUSSES, SHEATHING ETC.) SUPPLIED ON THIS PROJECT SHALL BE FROM SOURCES THAT ARE CERTIFIED ACCORDING TO THE GUIDELINES OF THE FOREST STEWARDSHIP COUNCIL (FSC). B. ALL LUMBER PROVIDED SHALL INCLUDE DOCUMENTATION INDICATING COUNTRY OF MANUFACTURE OF EACH PRODUCT SUPPLIED AND A LIST OF FSC CERTIFIED PRODUCTS. C. ANY TROPICAL WOODS USED IN THIS PROJECT MUST BE FSC CERTIFIED. WOOD TRUSS SPECIFICATIONS 1.1 SCOPE: A. TRUSS DOCUMENTS TO INCLUDE 1) SEALED LAYOUTS, SEALED PROFILES & CALCULATIONS & TRUSS BLOCKING REQUIREMENTS. B. PROCEDURES FOR 1) INSTALLING, SECURING, BRACING, ETC., OF ALL TRUSSES. 1.2 SHOP DRAWINGS: A. INCLUDE THE FOLLOWING ON SUBMITTED SHOP DRAWINGS 1) STAMP AND SIGNATURE OF TRUSS ENGINEER RESPONSII HAS REVIEWED THE STRUCTURAL PLANS FOR THIS PROJECT AND THAT THE LAYOUT PLANS AND ENGINEERED TRUSS SHEETS APPLY TO SAID BUILDING(S) AND PROJECT LISTED ON INDIVIDUAL TRUSS ENGINEERED SHEETS. 2) ALLOWABLE LOADS IN LBS/EFFECTIVE NAIL OR LBS/SQ. IN FOR LUMBER AND PLATES USED AS ALLOWED BY THE INTERNATIONAL CODE COUNCIL AND CURRENT ICC/ES REPORT NUMBER. 3) STRESS REDUCTION FACTORS USED FOR PLATES. 4) TOP AND BOTTOM CHORD DESIGN LOADS IN PLF. 5) SIZE, GAUGE, AND EXACT LOCATION BY DIMENSION OF PLATES. 6) LUMBER SPECIES AND GRADES USED. 7) NAME AND TRADEMARK OF PLATE MANUFACTURER AND TRUSS FABRICATOR AND PROJECT NAME AND LOCATION. 8) CONCENTRATED LOAD REQUIREMENTS HAVE BEEN DESIGNED FOR AND SHOWN ON DOCUMENTS. 9) TRUSS TO TRUSS CONNECTION HARDWARE REQUIREMENTS. B. ALL TRUSS SHOP DRAWINGS MUST BE REVIEWED AND WRITTEN APPROVAL PROVIDED BY GENERAL CONTRACTOR PRIOR TO SUBMITTAL OF SHOP DRAWINGS TO STRUCTURAL ENGINEER. C. SHOP DRAWINGS & LAYOUTS CAN NOT BE REVIEWED BY SCA WITHOUT SEAL AND SIGNATURE OF TRUSS ENGINEER ON ALL TRUSS ENGINEERING SHEETS. D. ALL TRUSSES MUST BE DESIGNED FOR UPLIFT LOADS. UPLIFT VALUES @ EACH TRUSS BEARING POINT MUST BE SHOWN ON TRUSS ENGINEERING SHEET. 2.1 METAL GUSSET PLATES: A. PLATE DESIGN AND MANUFACTURE SHALL BE AS APPROVED BY "THE RESEARCH COMMITTEE FOR THE ICC". PLATES SHALL BE GALVANIZED OR OTHERWISE PROTECTED FROM CORROSION. B. MANUFACTURER'S NAME OR TRADEMARK SHALL BE VISIBLE ON PLATES. 3.1 GENERAL: A. FABRICATION OF TRUSSES SHALL BE AS APPROVED BY ICC EXCEPT THAT THIS SPECIFICATION SHALL GOVERN WHEN IT EXCEEDS ICC REQUIREMENTS. B. FABRICATE TRUSSES FROM APPROVED SHOP DRAWINGS. C. FABRICATED TRUSSES IN JIGS WITH MEMBERS ACCURATELY CUT TO PROVIDE FULL CONTACT AT JOINTS. D. EACH CHORD SECTION SHALL EXTEND THROUGH TWO PANEL POINTS BEFORE BEING SPLICED. E. TRUSS FABRICATOR SHALL HAVE HIS PLANT INSPECTED FOUR TIMES PER YEAR BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH TPI REGULATIONS AND COPIES OF INSPECTIONS MADE AVAILABLE TO OWNER UPON REQUEST. F. TRUSS FABRICATOR SHALL SPECIFY HARDWARE REQUIRED AT TRUSS TO TRUSS CONNECTIONS. G. ALL COMPONENT WEB MEMBERS REQUIRING LATERAL BRACING SHALL HAVE 2X T-BRACES UNLESS THE COMPONENT ENGINEER PROVIDES OTHER BRACING DESIGN & DETAILS. H. MOISTURE CONTENT OF ALL LUMBER SHALL NOT EXCEED 19%. I. ALL CHORD MATERIAL LUMBER SHALL HAVE A MINIMUM SPECIFIC GRAVITY "G" = .50. J. BEARING AREA OF COMPONENT CANNOT BE LARGER THAN THE FRAMING MEMBER USED FOR BEARING, REACTION SHALL NOT EXCEED 565 PSI OF BEARING AREA. K. TOP CHORD SHALL BE CONTINUOUSLY BRACED WITH PROPERLY ATTACHED SHEATHING OR BRACING AT 2'-0" O.C. (MAX.). BOTTOM CHORD SHALL BE CONTINUOUSLY BRACED WITH PROPERLY ATTACHED CEILING GYPSUM SHEATHING OR BRACING AT 10'-0" O.C. (MAX.), UNLESS NOTED OTHERWISE BY TRUSS MANUFACTURER. BRACING SHALL BE 2X MEMBER AND SHALL BE ATTACHED TO EACH TRUSS WITH 2-10d NAILS. L. TRUSSES OVER SHEAR WALLS OR DRAG TRUSSES SHALL BE DESIGNED FOR DRAG FORCES INDICATED ON STRUCTURAL PLANS AND DETAILS. M. ROOF TRUSS DEFLECTION TO BE U240 OR 1.25", WHICHEVER IS LESS. FLOOR TRUSSES SHALL BE DESIGNED FOR A MINIMUM DEFLECTION OF U360 (LIVE LOAD) AND U240 (TOTAL LOAD). N. DESIGN BEARING PER TABLE 7.4-1 HIGHLIGHTED LINE & FIGURE 7.4-1(d) FROM TRUSS PLATE INSTITUTE (ANSI/TPI 1-2007). TABLE 7.4-1 TOP CHORD AND INTERMEDIATE -HEIGHT BEARING LIMITS. (NOMINAL 2X3=38X63mm, 2X4=38X89mm, 2X6=38X140mm) BEARING DETAIL FIGURE NUMBER OF TOP CHORDS END VERTICAL WEB TOP CHORDS MAXIMUM ALLOWABLE R (Ibs.) A (in.) B (in.) C (in.) 7.4-1 (a) 1 1 4X2 600 1/2 1/8 1/8 7.4-1 (b) 2 1 4X2 1600 1/2 1/8 1/8 7.4-1 (b) 2 1 3X2 1150 1/2 1/8 1/8 7.4-1 (c) 2 0 4X2 1600 1/2 1/8 1/8 7.4-1 (c) 2 0 3X2 1150 1/2 1/8 1 1 /8 7.4-1 (d) 2. 0 4X2 1600 1/2 -- 1/8 7.4-1 (d) 2 0 3X2 1150 1/2 -- 1/8 7.4-1 (e) 1 0-1 4X2 1600 - 1/8 1/2 7.4-1 (f) 2 0-1 4X2 4000 -- 1/8 1/2 * OR GREATER r 2IN. FIGURE 7.4-1 (d) PLATE MUST BE CUT OFF BEFORE BEING DELIVERED TO THE FIELD N DIAGONAL SHOP CUT PLATE SHALL BE PROVIDED PLATE MUST BE CUT OFF BEFORE BEING DELIVERED TO THE FIELD GENERAL WOOD FRAMING NOTES 1. FRAMED OPENINGS IN LOAD BEARING WALLS: OPENINGS LESS THAN 4'4' WIDE, USE 1- TRIMMER AND 1- KING STUD AT EACH END. OPENINGS OVER 4'-0" WIDE AND UP TO 8'-0" WIDE, USE 2- TRIMMERS AND 1- KING STUD EACH END. U.N.O. ON PLAN. 2. PROVIDE A CONTINUOUS TIE ACROSS BUILDING WITH STRONGBACKS ON ALL JOIST SPANS OVER 7-6" AND TWO STRONGBACKS ON ALL JOIST SPANS OVER 15'-0" PERPENDICULAR TO JOISTS AND NAILED TO EACH JOIST. 3. BRIDGING: MAXIMUM AT 8'-0" FOR SPANS OVER 10'-0", METAL CROSS, WOOD CROSS OR 2" SOLID WOOD. (FOR CONVENTIONAL FRAMING) 4. PROVIDE COLLAR TIES OF 1X6 BOARDS AT UPPER 1/3 DOWN FROM RIDGE BEAMS SPACED 48" O.C. MAXIMUM. (FOR CONVENTIONAL FRAMING) 5. PROVIDE PURLINS OF THE SAME NOMINAL DIMENSIONS AS RAFTERS UNDER ALL RAFTER (HORIZONTAL) SPANS OVER (T-6" FOR 2X6, 10--0" FOR 2X8, 12'-8" FOR 2X10, 15'-6" FOR 2X12) AND BRACE TO PARTITIONS AT 48" O.C. MAXIMUM. (FOR CONVENTIONAL FRAMING). 6. PROVIDE DOUBLED JOISTS UNDER PARTITIONS (ABOVE) WHICH ARE PARALLEL WITH JOIST SPAN: SPACE AND BLOCK (2" NOMINAL THICKNESS) IF PARTITION ABOVE IS A PLUMBING WALL. 7. PROVIDE SOLID BLOCKING AT 12" O.C. BETWEEN JOISTS UNDER PARTITIONS (ABOVE) WHICH ARE PARALLEL TO THE JOISTS BUT NOT DIRECTLY OVER THE JOISTS. BLOCKING SHALL BE 2" NOMINAL THICKNESS (MIN.) AND SHALL MATCH THE DEPTH OF THE JOISTS. TRUSSES MAY USE TRUSS BLOCKS. 8. THE NUMBER OF WALL STUDS AT BEARING POINTS OF 2X MEMBER BEAMS SHALL EXCEED THE NUMBER OF MEMBERS IN THE BEAM BY ONE. ALL MANUFACTURED WOOD BEAMS SHALL HAVE 3 STUDS MINIMUM AT EACH BEARING POINT (UNLESS NOTED OTHERWISE ON PLAN). GIRDER TRUSSES SHALL HAVE 3 STUDS MINIMUM; OR 1 STUD MORE THAN THE NUMBER OF PLYS AT EACH BEARING POINT (UNLESS NOTED OTHERWISE ON PLAN). THE CENTERLINE OF THE BEAM AND GIRDER TRUSS SHALL BE THE CENTERLINE OF THE SUPPORTING WALL STUDS OR POST. THE SUPPORTING WALL STUDS OR POST SHALL CONTINUE TO THE FOUNDATION WITH INTERMEDIATE SUPPORTS THROUGH FLOOR CAVITY (BETWEEN FLOOR SHEATHING AND LOWER WALL TOP PLATES). 9. ALL FLUSH BEAMS AND JOISTS TO BE SUPPORTED BY APPROVED HANGER. 10. ALL 2X4 (MIN.) CHIMNEY CONSTRUCTION TO BE SHEATHED WITH 1/2" EXTERIOR WOOD STRUCTURAL PANEL. 11. ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF CONSTRUCTION AND DO NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR COMPONENTS REQUIRED FOR CONSTRUCTION. 12. EXTERIOR WALLS AT VAULTED CEILINGS SHALL BE BALLOON FRAMED. 13. CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE BUILDING PLUMB AND TRUE. THIS BRACING SHALL REMAIN UNTIL THE SPECIFIED SHEARWALLS ARE TOTALLY INSTALLED. 14. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY DETAILED. NOTCHING AND BORING OF STUDS AND TOP PLATES SHALL CONFORM TO THE PROVISIONS OF SECTION 2308.9.10 AND 2308.9.11 OF THE IBC. WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES, A METAL TIE WITH MINIMUM 0.058 INCHES THICK AND 1 1/2 INCHES WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (6) 16d NAILS, IN ACCORDANCE WITH SECTION 2308.9.8 OF THE IBC. STAIR & HANDRAIL NOTES AND GUARDS NOTES: ALL STAIRS AND HANDRAILS SHALL BE DESIGNED BY A REGISTERED STRUCTURAL ENGINEER BASED ON THE FOLLOWING DESIGN CRITERIA AND CALCULATIONS SHALL BE SEALED: 1. STAIR STRINGERS, TREADS AND RISERS SHALL BE DESIGNED TO SUPPORT 100 PSF LIVE LOAD. 2. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED TO SUPPORT A 300 POUND CONCENTRATED LOAD PLACED IN A POSITION THAT WOULD CAUSE MAXIMUM STRESS. 3. THE TOP RAIL OF HANDRAILS SHALL BE DESIGNED TO WITHSTAND A LOAD OF 50 PLF APPLIED HORIZONTALLY AT RIGHT ANGLES, OR A 200 POUND CONCENTRATED LOAD APPLIED IN ANY DIRECTION. INTERMEDIATE RAILS, PANEL FILLERS AND THEIR CONNECTIONS SHALL BE DESIGNED TO WITHSTAND A LOAD OF 50 PSF APPLIED HORIZONTALLY AT RIGHT ANGLES OVER THE ENTIRE TRIBUTARY AREA, INCLUDING OPENINGS AND SPACES BETWEEN RAILS. STEEL LINTEL SCHEDULE FOR MASONRY OPENINGS: MAXIMUM SPAN SIZE T-0" L3 1/2 X 3 1/2 X 1/4 4'-0" L 5 X 3 1/2 X 1/4 (LLV) 5'-0" L5 X 3 1/2 X 5/16 (LLV) 8'-0" L5 X 3 1/2 X 3/8 (LLV) 9'-0" L6 X 4 X 3/8 (LLV) BRICK ARCHES SHALL BE CONSTRUCTED TO BE SELF SUPPORTING PER BIA RECOMMENDATIONS OR PROVIDE HIDDEN ROLLED STEEL ANGLE LINTELS AT ALL ARCHES. ALL LINTELS TO EXTEND 8" (MIN.) ONTO MASONRY. Project TAUBER ROAD COLLEGE STATION, TX CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue Bid Issue r�*f•`'�.r� 5/29/2013........ ................... Permit Issue . CHRIS NEWHOUSE 80079......, i rf�F Construction Issue �t��i it '..r - S121113 Revision Schedule I Number Description Date GENERAL SPECIFICATIONS Drawn MTB Check Date Issue Date Project 213081 Sheet SO-03 N 0 LO 0 M co 0 N N LO FOUNDATION PLAN 3/32" = V-0" Drawn MTB Check Date Issue Date Project 213081 Sheet s1.01 ti a� 0 0 Cl)I MT LL mQ cc r z W U w E— C3 H Cc O z T OD a P2 N y C O E U O 0 E W O >, O U) U C O U J I 0.. N d' C+7 O N N E U) m >, O -0I co JI Q Ir I— z w U W F— Q C'S H !r O z r 00 O N U C E U O 0 E U N >. O M 6 N U U 0 U N n STUD SCHEDULE (SPRUCE PINE FIR NO. 2) SA SB SC SD SE SF SG SH Si SK SL �c LEVEL 4 1-2X4@16"O.C. 1-2X4@16"O.C. 1-2X4@16"O.C. N/A 1-2X6@16"O.C. 1-2X4@16"O.C. 1-2X4@16"O.C. 1-2X6@16"O.C. 1-2X4@16"O.C. 1-2X4@16"O.C. BALLOON FRAME FOUNDATION TO 3RD FLOOR LEVEL WITH 09 9XR_QTIInQAT19"r)(.. 2ND FLOOR STUD LAYOUT PLAN 3/32" = V-0" 1ST FLOOR STUD LAYOUT PLAN 3/32" = V-0" I STUD LAYOUT NOTES: 1. STUDS MAY BE SOLID SAWN OR STRUCTURAL FINGER JOINTED (END -JOINTED) LUMBER OF THE SAME SPECIES AND GRADE OF LUMBER AS SPECIFIED ON THESE PLANS. 2. STUD SPACING MAY BE ADJUSTED AS SHOWN IN TYPICAL PLUMBING CHASE FRAMING DETAIL ON TYPICAL FRAMING DETAILS. 3. S71 DENOTES STUD CALLOUT & LEVEL. (SEE STUD SCHEDULE) 4. REFER TO FRAMING PLANS FOR ADDITIONAL POSTS AND STUD PACKS NOT SHOWN HERE. 5. ALL SHEAR WALLS SHALL HAVE STUDS @ 16" O.C. (MAX.) SEE BRACING PLANS FOR LOCATION. 6. SEE S9.01 THRU S9.02 FOR ADDITIONAL FRAMING MEMBERS REQUIRED AT SHEARWALLS AND HOLDOWNS. 7. ALL VOLUME AREAS SHALL BE BALLOON FRAMED TO CEILING OR FRAMING ABOVE. WALL FRAMING SHALL NOT BE BROKEN AT INTERMEDIATE POINTS WITHOUT LATERAL SUPPORT. 8. STAIRWELL FRAMING: UP TO 14'-6" PROVIDE 2-2X4 @ 12" O.C. U.N.O. 9. RE: ARCH. PLANS FOR ALL NON -LOAD BEARING INTERIOR PARTITIONS. Project INDICATES EXTENT OF STUD CALLOUT. . � 1 APARTMENTS TAUBER ROAD COLLEGE STATION, TX r7 ,I CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright @ SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue Bid Issue 5/29/2013 i *:.......................... CHRIS NEWHOUSE i Permit Issue r;;: 80079 �• ., Construction issue Revision Schedule Number Description Date 1 ST & 2ND FLOOR STUD LAYOUT PLAN 3/32" = V-0" Drawn MTB Check Date Issue Date Project 213081 Sheet S3.01 0 LO _co C) N O) N Z6 STUD SCHEDULE (SPRUCE PINE FIR NO. 2) cc E a� a O .0I co cc cr I— z w 0 W H Q C� I — cc O z 00 0 m T N E U O 0 E U N O .Q N U SA SB SC SD SE SF SG SH Si SK SL * �c LEVEL 4 1-2X4@16"O.C. 1-2X4@16"O.C. 1-2X4@16"O.C. N/A 1-2X6@16"O.C. 1-2X4@16"O.C. 1-2X4@16"O.C. 1-2X6@16"O.C. 1-2X4@16"O.C. 1-2X4@16"O.C. BALLOON FRAME FOUNDATION TO 3RD FLOOR LEVEL WITH (2) 2 X 6 STUDS AT 12"O.C. LEVEL 3 1-2X4@16"O.C. 1-2X4@16"O.C. 1-2X6@16"O.C. N/A 1-2X6@16"O.C. 1-2X6@16"O.C. 1-2X6@16"O.C. 1-2X6@16"O.C. 1-2X4@16"O.C. 1-2X4@16"O.C. BALLOON FRAME 3RD FLOOR TO ROOF WITH (2) 2 X 6 STUDS 1 ST AND 2ND FLOORS BALLOON FRAME WITH (2)-2X6@16"O.C. 4TH FLOOR STUD LAYOUT PLAN 3/32" = 1'-0" STUD LAYOUT NOTES: 1. STUDS MAY BE SOLID SAWN OR STRUCTURAL FINGER JOINTED (END -JOINTED) LUMBER OF THE SAME SPECIES AND GRADE OF LUMBER AS SPECIFIED ON THESE PLANS. 2. STUD SPACING MAY BE ADJUSTED AS SHOWN IN TYPICAL PLUMBING CHASE FRAMING DETAIL ON TYPICAL FRAMING DETAILS. 3. S 1 DENOTES STUD CALLOUT & LEVEL. (SEE STUD SCHEDULE) 4. REFER TO FRAMING PLANS FOR ADDITIONAL POSTS AND STUD PACKS NOT SHOWN HERE. 5. ALL SHEAR WALLS SHALL HAVE STUDS @ 16" O.C. (MAX.) SEE BRACING PLANS FOR LOCATION. 6. SEE S9.01 THRU S9.02 FOR ADDITIONAL FRAMING MEMBERS REQUIRED AT SHEARWALLS AND HOLDOWNS. 7. ALL VOLUME AREAS SHALL BE BALLOON FRAMED TO CEILING OR FRAMING ABOVE. WALL FRAMING SHALL NOT BE BROKEN AT INTERMEDIATE POINTS WITHOUT LATERAL SUPPORT. 8. STAIRWELL FRAMING: UP TO 14'-6" PROVIDE 2-2X4 @ 12" O.C. U.N.O. 9. RE: ARCH. PLANS FOR ALL NON -LOAD BEARING INTERIOR PARTITIONS. Project INDICATES EXTENT OF STUD CALLOUT. TAINIBER -... COLLEGE• TX r7 CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright @ SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue Bid Issue �t ' 5/29/2013 ......................r.: Permit Issue CHRIS NEWHOUSE 80079..... tft,`',+ ssue ruction - Srz�1�� Revision Schedule Number Description Date 3RD & 4TH FLOOR STUD LAYOUT PLAN 3/32" - 1'-0" A F11 E 0 0 J 01 ro 3RD FLOOR STUD LAYOUT PLAN 3/32" = 1'-0" Drawn MTB Check Date Issue Date Project 213081 Sheet S3,02 LO co 0 N N E >1 O J) Q f- z W U W H Q U' H rr 0 z M Y N N C N E O O 0 E O O ..O �� rn rn 1 � U o is O N t'JJ( BEAM ! HEADER SCHEDULE (J 2 - 2 X 8 0 2-2X10 O 2-2X12 3-2X12 bD 3 1/2 X 9 1/4 PSL. 3 1/2 X 11 1/4 PSL 3 1/8 X 16 1/2 GL 8� 31/2X14PSL 9� 5 1/4 X 11 1/4 PSL 10 83/4X18GL 11 5 1/4 X 14 PSL IHEATHING (UNIT 1 E) ,LL PANEL EDGES AND JELS AT ALL SUPPORTS CC E U) a� >, 0 -01 m T JI Q Cr z w U Lu Q 0 F- rr O z T 00 O CM E U O 0 E w O >, 0 � N U C` c o ,Fri 0 J Fri R1i7�1 LL- FRAMING NOTES: 1.) FLOOR FRAMING TO BE 18" DEEP TRUSSES @ 24" O.C. MAX. SPACING U.N.O. TRUSSES TO BE SPACED AS REQUIRED TO AVOID PLUMBING. 2.) BALCONY FRAMING TO BE 15" DEEP (MIN.) SLOPED TOP CHORD TRUSSES @ 24" O.C. MAX. 3. CORRIDOR FRAMING TO BE 18" DEEP TRUSS @ 24" O.C. MAX. 4.) SHADED WALLS INDICATE LOAD BEARING WALLS. 5.) ALL BEAMS SHALL BE FLUSH (U.N.O. ON PLAN). HEADERS SHALL BE AT TOP OF OPENING (U.N.O. ON PLAN). 6.) G.T. = GIRDER TRUSS F.B. = FLUSH BEAM OR HEADER 7.) SECTION CUTS SHALL BE CONSIDERED I TYPICAL FOR ALL SIMILAR CONDITIONS U.N.O. Project NORTHGATE PROPER TAUBER ROAD COLLEGE STATION, TX CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F-197 Copyright @ SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue Bid Issue 5/29/2013 Permit Issue Construction issue 'TIzi IIS Revision Schedule Number ( Description I Date 3RD FLOOR FRAMING PLAN 3/32" = 1'-0" Drawn MTB Check Date Issue Date Project 213081 Sheet S4.02 2 n N N 0 iri m 0 N CM N LO Dp) c 0 0 9 2 LL BEAM / HEADER SCHEDULE FRAMING NOTES: (D 2-2X8 1.) FLOOR FRAMING TO BE 18" DEEP n TRUSSES r7a 24" O.C. MAX. SPACING �J 2 - 2 X 10 U.N.O. TRUSSES TO BE SPACED AS REQUIRED TO AVOID PLUMBING. 3� 2-2X12 2.) BALCONY FRAMING TO BE 3 - 2 X 12 15" DEEP (MIN.) SLOPED TOP CHORD TRUSSES @a 24" O.C. MAX. 5� 3 1/2 X 9 1/4 PSL. 3. CORRIDOR FRAMING TO BE 18" DEEP �J 3 1/2 X 11 1/4 PSL. TRUSS Qa 24" O.C. MAX. � 3 1/8 X 16 1/2 GL 4.) SHADED WALLS INDICATE LOAD BEARING WALLS. 3 1/2 X 14 PSL 5.) ALL BEAMS SHALL BE FLUSH (U.N.O. ON PLA HEADERS SHALL BE AT TOP OF OPENING (U.N.O 5 1/4 X 11 1/4 PSL ON PLAN). 008 3/4 X 18 GL 6.) G.T. = GIRDER TRUSS F.B. = FLUSH BEAM OR HEADER 11 5 1/4 X 14 PSL 7.) SECTION CUTS SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS U.N.O. Project NORTHGATE PROPER APARTMENTS TAUBER ROAD COLLEGE STATION, TX ,I CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426,6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue r '%ti rF Bid Issue 5/29/2013 .": _ .»................. c: Permit Issue ,.CHRIS NEINHOUSE _ Construction r L80079 ,..�..' fffi�` Issue �S�2q 113 I Revision Schedule Number Description Date 4TH FLOOR FRAMING 3/32" = V-0" Drawn MTB Project 213081 Check Sheet Date Issue Date S 4 , O 3 r—+ 4 FYI Lr 0 a� a 0 co JI Q Lr z w U W H <C O H cc O z r co O N C E 0 0 0 E a� 0 6 CD AC c 0 U J 5110•i1111IMId11111 ■ HOLDOWN SYSTEM LEVEL O O O O O 3 4 1/2"0 THREADED ROD 1/2"0 THREADED ROD 1/2"0 THREADED ROD (2) 1/2"0 THREADED ROD (2) 1/2"0 THREADED ROD 3 1/2"0 THREADED ROD 1/2"0 THREADED ROD 1/2"0THREADED ROD (2) 1/2"0 THREADED ROD (2) 1/2"0 THREADED ROD 2 2 2 1/2" 0 THREADED ROD 1/2" O THREADED ROD (2) 1/2" fly THREADED ROD (2) 1/2"0 THREADED ROD (2) 5/8"0 THREADED ROD 1 1 1 1 1/2"0 THREADED ROD (2) 1/2"01 THREADED ROD (2) 1/2"0 THREADED ROD (2) 5/8"0 THREADED ROD (2) 5/8"0 THREADED ROD NOTE: SEE TYPICAL SHEAR WALL HOLDOWN ELEVATIONS FOR INFORMATION. SHEAR WALL SHEATHING LOCATION TYPE TYPE OCO�C0 V Oz_Oz o = o = F- w U- m¢ J uJ m w J LL V- F- O '1) W r Lu LIJ _� 000 �= Lu � W T - 00 00 Lo LLB - N N T T = LL VJ O _: LL (n O A • • B • • C • • D • • E �'� • • • F • • H e • L (2) • • M (2) • • • • N • • R • • S (16) • REFER TO FULL SHEAR WALL SCHEDULE SPECIFICATION SHEET FOR NAIL PATTERN, ANCHORAGE & OTHER INFORMATION NOT SHOWN HERE. SHEARWALL NOTES Al - DENOTES SHEAR WALL TYPE & LEVEL 1A - DENOTES LEVEL & HARDWARE TYPE (NUMBER INDICATES NUMBER OF LEVELS) XXX - DENOTES CTDS HOLDOWN ANCHOR (Q� INDICATES SHEAR WALL HOLDOWN CONTINUOUS FROM BELOW. 1.) ALL HOLDOWN CALLOUTS ARE SHOWN ON THE LOWEST LEVEL THEY APPEAR. 2.) HOLDOWN HARDWARE TO BE 'CLP SYSTEMS' OR EQUAL. ALL NAILS SHALL BE COMMON NAILS AS SPECIFIED BY MANUF. ALL PRODUCTS SHALL BE INSTALLED PER THE MAUNFACTURER'S SPECIFICATIONS. 3.) SHEAR WALL SHEATHING SHALL EXTEND FROM BOTTOM PLATE TO TOP PLATE. 4.) SHEAR WALL SHEATHING MAY BE PLACED ON EITHER FACE OF STUDS BUT MUST ATTACH DIRECTLY TO THE STUDS. 5.) WHEN W.S.P. SHEATHING OCCURS AT PARTY WALLS THE SHEATHING SHALL BE PLACED IN THE AIR SPACE BETWEEN THE WALLS. 6.) IF SHEAR WALL SHEATHING IS ATTACHED TO THE FACE OF THE STUDS THAT HAS A LEDGER, ADDITIONAL 2X BLOCKING MAY BE REQUIRED TO EDGE NAIL THE TOP OF THE SHEATHING. 7.) W.S.P. = WOOD STRUCTURAL PANEL (PLYWOOD OR OSB) 8.) DO NOT FIRE CAULK THE TOP OR BOTTOM PLATES AT THE HOLDOWN ROD LOCATIONS. Project NORTHGATE Fam"s 009 APARTMENTS TAUBER ROAD COLLEGE STATION, TY 0 I CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaeagineer s.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue Bid Issue 5 ° 5/29/2013 .... ....................i Permit Issue � CHRIS NEWh1OUSE .t.. Construction 80079...�.. ttt ...` 4.. issue Revision Schedule Number Description Date 1 ST & 2ND FLOOR BRACING PLANS 3/32" = 1'-0" Drawn MTB Check Project 213081 Sheet S5,01 iri O LO co O N N LO IF_M 3/3z = -U- Date Issue Date in FYI 0 0 J BRACING ,4TH FLOOR 3RD FLOOR BRACING PLAN 0/0011 _ i I nil V/ V.- - . V HOLDOWN SYSTEM LEVEL AO O O O O 3 4 1/2"0 THREADED ROD 1/2"0 THREADED ROD 1/2"0 THREADED ROD (2) 1/2"0 THREADED ROD (2) 1/2"0 THREADED ROD 3 1/2"0 THREADED ROD 1/2"0 THREADED ROD 1/2"0 THREADED ROD (2) 1/2"0 THREADED ROD (2) 1/2"0 THREADED ROD 2 2 2 1/2"0 THREADED ROD 1/2"0 THREADED ROD (2) 1/2"0 THREADED ROD (2) 1/2 f6 THREADED ROD " (2) 5/8 Q1 THREADED ROD 1 1 1 1 1/2"0 THREADED ROD (2) 1/2"0 THREADED ROD (2) 1/2"0 THREADED ROD (2) 5/8"0 THREADED ROD (2) 5/8"0 THREADED ROD NOTE: SEE TYPICAL SHEAR WALL HOLDOWN ELEVATIONS FOR INFORMATION. SHEAR WALL SHEATHING LOCATION TYPE TYPE tr Om Q U) v Oz0z Q = w LL °_°am= O �Uscn T- m Ui >- } ��r Lu ¢ ¢ M = == sJ wuO OJ 00 N N = L.L ri) 0 2 U- cl) 0 A • • B • • C • • D • • E (1) • • • F • • H • • L (2) • • M (2) • • N • • R • • S (16) • REFER TO FULL SHEAR WALL SCHEDULE SPECIFICATION SHEET FOR NAIL PATTERN, ANCHORAGE & OTHER INFORMATION NOT SHOWN HERE. SHEARWALL NOTES Al - DENOTES SHEAR WALL TYPE & LEVEL 1A - DENOTES LEVEL & HARDWARE TYPE (NUMBER INDICATES NUMBER OF LEVELS) XXX - DENOTES CTDS HOLDOWN ANCHOR ®INDICATES SHEAR WALL HOLDOWN CONTINUOUS FROM BELOW. 1.) ALL HOLDOWN CALLOUTS ARE SHOWN ON THE LOWEST LEVEL THEY APPEAR. 2.) HOLDOWN HARDWARE TO BE 'CLP SYSTEMS' OR EQUAL, ALL NAILS SHALL BE COMMON NAILS AS SPECIFIED BY MANUF. ALL PRODUCTS SHALL BE INSTALLED PER THE MAUNFACTURER'S SPECIFICATIONS. 3.) SHEAR WALL SHEATHING SHALL EXTEND FROM BOTTOM PLATE TO TOP PLATE, 4.) SHEAR WALL SHEATHING MAY BE PLACED ON EITHER FACE OF STUDS BUT MUST ATTACH DIRECTLY TO THE STUDS. 5.) WHEN W.S.P. SHEATHING OCCURS AT PARTY WALLS THE SHEATHING SHALL BE PLACED IN THE AIR SPACE BETWEEN THE WALLS. 6.) IF SHEAR WALL SHEATHING IS ATTACHED TO THE FACE OF THE STUDS THAT HAS A LEDGER, ADDITIONAL 2X BLOCKING MAY BE REQUIRED TO EDGE NAIL THE TOP OF THE SHEATHING. 7.) W.S.P. = WOOD STRUCTURAL PANEL (PLYWOOD OR OSB) 8.) DO NOT FIRE CAULK THE TOP OR BOTTOM PLATES AT THE HOLDOWN ROD LOCATIONS. Project NORTHGATE PROPER TAUBER ROAD COLLEGE STATION, TX GI► CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 7 13.7 79.7 252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426,6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue �— �t Ott ✓^ N . ~S Bid Issue OP,*@;w 5/29/2013 Permit Issue ...................... CHRIS NEWHQUSE P ...� 807gp. _ %.... 0 Construction issue - 5T29113 Revision Schedule Number Description Date 3RD & 4TH FLOOR BRACING PLANS 3/32" = 1'-0" Drawn MTB Check Project 213081 Sheet S5,02 SI c+? LO O LO 0 N d7 N [. f Date Issue Date BEAM / HEADER SCHEDULE NOTES: 1D 2 - 2 X 8 1.) ROOF TRUSSES TO BE @ 24"o.c. (MAX.) O 2 - 2 X 10 2.) SHADED WALLS INDICATE LOAD BEARING WALLS. Q 2 - 2 X 12 3.) OVERLAY FRAMING, IF USED, TO BE ROOF TRUSS VALLEY SET ONLY. 3 - 2 X 12 4.) G.T. = GIRDER TRUSS F.B. = FLUSH BEAM 3 1/2 X 9 1/4 PSL. D.F. = DRAG FORCE t:J " D.F.= _K" DENOTES DRAG FORCE AND DRA_G TRUSS LOCATION. ADD 6T 3 1/2 X 11 1/4 PSL. TRUSSES AS NEEDED AT THESE LOCATIONS. 0 3 1/8 X 16 1/2 GL 5.) FASTEN ROOF TRUSSES TO SUPPORTS O 3 1/2 X 14 PSL @ ALL INT. & EXT. BEARING LOCATIONS ACCORDING TO ROOF UPLIFT SECTIONS ON S8.30. (J 5 1/4 X 11 1/4 PSL 6.) ATTACH G.T. AS SHOWN ON 10 8 3/4 X 18 GL UPLIFT SECTIONS ON S8.01 & S8.02. 11 0 5 1/4 X 14 PSL 7.) FASTEN STRUCTURAL HEADERS/BEAMS ACCORDING TO UPLIFT SECTIONS ON S8.30. IUILT SES 4THING 19/32" NAILED LS BLOCK ALL PANEL ) NAIL EDGES @ 16" O.C. R SUPPORTS @ 6" O.C. 8.) AT UPLIFT ROD LOCATIONS, THE NUT SHALL BE RE -TIGHTENED PRIOR TO THE INSTALLATION OF THE INTERIOR WALL SHEATHING TO ACCOMODATE SHRINKAGE IN LUMBER. 9.) SHEAR WALL END HOLDOWN RODS SHALL BE USED IN LIEU OF THE ROOF UPLIFT RODS AT OPENINGS WHEN BOTH OCCUR AT THE SAME LOCATION. ALL OTHER HARDWARE SHOWN FOR OPENINGS SHALL BE INSTALLED. Project an a 0 TAUBER -••D COLLEGE• TX I CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright @ SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue Bid Issue it*�••'�.*�l 5/29/2013 i * _...................... *, CHRIS NEWHOUSE Permit Issue _ r••:•-•• ........ / i• 80079 f •;i i ttt�F•�-.��,� Construction issue�.:" - SrZ,113 Revision Schedule Number Description Date ROOF FRAMING• ►_t .111 IA FYI FYI ro E 0 v J I Drawn MTB Check Date Issue Date Project 213081 Sheet S6,01 co LO 0 co 0 N N ch m 0 7' D U #4 CONT. FINISH GRADE RE: CIVIL -I I I = i ED TENDON - SEE PLAN TENDON CHAIR (TYP.) • • I . I . II I- /.I— i �tl GRANULAR CUSHION (TYP.) • • VARPOR RETARDER (TYP.) Z11 111 1 TENDON - SEE PLAN #4 @ 12"O.C. EA. WAY EA. FACE • • (2) #5 CONT. (T&B) C *v o 1'-51/2" SECTION at DEEP GRADE BEAM 1 11 = 1 I_0,l FINISH RE: GRADE 51/2 CIVIL -i 1 I 1� 1 II I - CTDS HOLD-DOWN TENDON CHAIR (TYP.) TENDON - SEE PLAN IGRANULAR CUSHION (TYP.) I o ( _ VAPOR RETARDER (TYP.) m � z I TENDON - SEE PLAN CV � I THICKENED GRADE BEAM 6" FOR 4'-6" CENTERED @ TDS_ HOLD-DOWN 2 - #5 CONT. TOP & BOTT. = W/ #3 STIRRUPS @ 24" O.C. ((4)#3 @ 4"O.C. AROUND SHEARWALL ANCHOR BOLTS) (2)#5X4'-0" T&B W/ (4)#3 @ 4" O.C. CENTERED AT CTDS-HOLD-DOWN SECTION at CTDS HOLD-DOWN #4 X 1'-8" DOWELS @ 24" O.C. WRAP ONE END POCKET FORMER AND ANCHOR FOR INTERMEDIATE STRESS (2) #5 CONT. 1' - 0" SECOND POUR FIRST POUR SECTION at CONSTRUCTION JOINT 1" = 1'_0" (2) #5 CONT. 8" CMU WALL REINF. W/ #5 @ 32" O.C. VERT. & TRUSS TYPE REINF. @ 16" O.C. HORIZ. FILL REINF. CELLS W/ 2500 PSI GROUT =I I I=III=I III I�I�i��ll� 11 i, CONT. AT BOTT. 1 p„ (TYP. ALL BMS. W/O DRAPED BEAM TENDON) SECTION at CMU 1 " = 1'-0" �— 2 - #5 CONT. AT BOTT. (TYP. ALL BMS. W/O DRAPED BEAM TENDON) SECTION at INTERIOR �- 2 - #5 CONT. AT BOTT. (TYP. ALL BMS. W/O DRAPED BEAM TENDON) SECTION at INTERIOR TENDON CHAIR (TYP.) TENDON - SEE PLAN F.F. SLP. FINISH GRADE FRE:IN CIVIL - ii I I I I II ( I I I GRANULAR CUSHION (TYP.) o I VARPOR RETARDER (TYP.) TENDON - SEE PLAN III _I GRADE BEAM BEYOND N I I-IIII I i I I - I 1' 0"MIN 2 - #5 CONT. AT BOTT. (TYP. ALL BMS. W/O SEE PAN DRAPED BEAM TENDON) SECTION at PATIO NI THICKENS G.B. 1" = 1'-0" FINISH GRADE RE: CIVIL TENDON CHAIR (TYP.) TENDON - SEE PLAN �r ,IIII III / II I GRANULAR CUSHION (TYP.) I o VAPOR RETARDER (TYP.) M z TENDON - SEE PLAN N � I GRADE BEAM BEYOND V-0" MIN I I 2 - #5 CONT. AT BOTT. SEE PLAN (TYDR TEN P• ALL BMS. DRAPED BEAM TENDON) SECTION at EXTERIOR THICKENED G.B. NO BRICK 1 " = 1'-0" FINISH GRADE RE: CIVIL TENDON CHAIR (TYP.) r TENDON - SEE PLAN , IIII=III I I- GRANULAR CUSHION (TYP.) o I I— - VAPOR RETARDER (TYP.) M= TENDON - SEE PLAN CV 2 - #5 CONT. AT BOTT. 1' 0" (TYP. ALL BMS. W/O DRAPED BEAM TENDON) SECTION at EXTERIOR NO BRICK 1 " = 1'-09 FINISH GRADE RE: CIVIL r 51 /2" TENDON CHAIR (TYP.) TENDON - SEE PLAN / II I _ I GRANULAR CUSHION (TYP.) VAPOR RETARDER (TYP.) TENDON - SEE PLAN GRADE BEAM BEYOND I 1'-0" MIN I 2 - #5 CONT. AT BOTT. (TYP. ALL BMS. W/O SEE PLAN DRAPED BEAM TENDON) SECTION at EXTERIOR THICKENED G.B. W/ BRICK, TENDON CHAIR (TYP.) TENDON - SEE PLAN F.F. SLP. --- FINISH GRADE RE: CIVIL GRANULAR CUSHION (TYP.) VARPOR RETARDER (TYP.) 0 TENDON - SEE PLAN -I N 2 - #5 CONT. AT BOTT. (TYP. ALL BMS. W/O 1 _ p DRAPED BEAM TENDON) SECTION at PATIO 1 tl = 1 1_0It 8" CMU WALL REINF. W/ x #5 @ 32" O.C. VERT. & TRUSS TYPE REINF. @ 16" O.C. HORIZ. FILL REINF. CELLS W/ 2500 X` PSI GROUT FINISH GRADE RE: CIVIL 5 1/2", TENDON CHAIR (TYP.) T TENDON - SEE PLAN ' ( I GRANULAR CUSHION (TYP.) Project i VAPOR RETARDER (TYP.) z TENDON - SEE PLAN [V � u 2 - #5 CONT. AT BOTT. 1' 0" (TYP. ALL BMS. W/O DRAPED BEAM TENDON) SECTION at EXTERIOR CMU W/ BRICK 1" = 1'-0" FINISH GRADE 51/2" RE: CIVIL TENDON CHAIR (TYP.) T TENDON - SEE PLAN NORTHGATE PROPER APARTMENTS TAUBER .O, COLLEGE STATION, TY CONSULTING STRUCTURAL CONSULTANTS ASSOCIATES, INC. III ( 12511 Emily Court I Sugar Land, Texas 77478 -ill 713.779.7252 800.422.7252 - GRANULAR CUSHION (TYP.) FAX 713,779.1173 VAPOR RETARDER (TYP.) email: sca@scahouston.com I_ www.scaeagineer s.com TENDON - SEE PLAN Louisville, Kentucky 502.426.6789 c� Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright @ SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific 2 - #5 CONT. TOP & BOTT. purpose intended, without written permission from SCA W/ #3 STIRRUPS @ 24" O.C. Consulting Engineers is a violation of federal copyright law. ( (4)#3 @ 4"0.C. AROUND The ideas, concepts, inventions or methods described SHEARWALL ANCHOR BOLTS) herein are Patent Pending and are the sole property of SCA Consulting Engineers. SECTION at EXTERIOR W/ BRICK ISSUE DATES 1" = 1'-0" Review Issue Bid Issue it*f•••'�.*!!! FINISH GRADE 5/29/2013 .....:r.*../ � GHAIS NEWHOUSE RE: CIVIL 51/2„ TENDON CHAIR (TYP.) Permit Issue - r•••: •...i ! i 80079 , f f TENDON - SEE PLAN issuetruction ,14 4......... ZONAL - . �� «� 5'�29113 Revision Schedule —III I Number Description Date GRANULAR CUSHION (TYP.) VAPOR RETARDER (TYP.) co CO Z TENDON - SEE PLAN (V � 2 - #5 CONT. AT BOTT. (TYP. ALL BMS. W/O �j DRAPED BEAM TENDON) SECTION at EXTERIOR W/ BRICK FOUNDATION DETAILS Drawn MTB Check Date Issue Date Project 213081 Sheet s7.01 ti 1 " = 1'_0" 1" = 1'-0" 1 " = 1'_0" 1 " = 1 '-0" s c L L C - I I I • GRANULAR CUSHION (TYP.' VAPOR RETARDER (TYP.) i I i FINISH GRADE RE: CIVIL CV (II�II� r � 51 /2" #4 X 2'-0" DOWEL @a 24"O.C. TENDON CHAIR (TYP.) TENDON - SEE PLAN 1 i1- III- -GRANULAR CUSHION (TYP.) li VAPOR RETARDER (TYP.) 8" 8" 0 • 2' - 0" (3)#5 CONT. 8" CMU WALL REINF. W/ #5 Qa 32" O.C. VERT. & TRUSS TYPE REINF. 16" O.C. HORIZ. FILL REINF. CELLS W/ 2500 PSI GROUT VAPOR RETARDER \� 4 - #5 CONT. W/ 1' 0" #3 STIRRUPS AT 24" O.C. XTERIOR GRADE BEAM Project NORTHGATE PROPER M TAUBER ROAD COLLEGE STATION, TX CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue — p OW Bid Issue j 5/29/2013 f....:......0...................� CHRIS NEWHOUSE ..... Permit Issue t ................ _ r soo�s Construction tft� F•��.� 0 issue �`ONA' tpt2io � 13 Revision Schedule Number Description Date A CITY COMMENTS 06-27-2013 FOUNDATION DETAILS Drawn MTB Check Date Issue Date Project 213081 Sheet S7,02 00 CV co O N N u ,AV`1 l FYI Q ca U J C: Ti 5 n T Ln O LO O N N E 0 ROOF TRUSS SEE PLAN CLIP TRUSS TO BEAM SEE PLAN FOR CLIP DOUBLE TOP PLATE '— FLUSH BEAM SEE PLAN ROOF CLIP STRAP BEAM TO SEE PLAN STUD SEE PLAN FOR STRAP 2X 2X KING TRIMMERS POST SEE PLAN SEE PLAN FLUSH BEAM UPLIFT DETAIL at WALL OPENINGS LESS THAN 4'-0" WIDE TRUSS BLOCK SEE TYP. ROOF TRUSS BLOCK DETAIL ROOF CLIP SEE PLAN ROOF TRUSS STU 1 /2 SEE PLAN DOUBLE TOP PLA 1/2"0 TH SEE PLA COUPLEI DOUBLE TOP PLA 1/2"0 TH SEE PLA COUPLEI DOUBLE TOP PLA 1/2"0 TH SEE PLA COUPLEI DOUBLE TOP PLA FASTEN HEADER TO TOP PLATE W/ DSP TIES @ 24" O.C. WHERE OPENING IS 4'-0" WIDE OR GREATER HEADER SEE PLAN (TYP.) OPENING (WINDOW OPENING SHOWN) BOTTOM PLATE HEADER SEE PLAN (TYP.) FRAMING AS REQUIRED (TYP.) OPENING (WINDOW OPENING SHOWN) FRAMING AS REQUIRED (TYP.) 'c • _ � u1�Ia�Ii HEADER SEE PLAN (TYP.) FRAMING AS REQUIRED (TYP.) OPENING (WINDOW OPENING SHOWN) BOTTOM PLATE TRUSS BLOCK ROOF TRUSS SEE PLAN SEE TYP. TRUSS BLOCK DETAIL DOUBLE ROOF CLIP TOP PLATE SEE PLAN CLIP TOP PLATE TO STUD SEE PLAN FOR CLIP 71 2X4 BLOCKS ABOVE END OF HEADER NAIL TO KING STUD 2X KING POST SEE PLAN CLIP STUD TO HEADER SAME AS TOP PLATE CLIP ABOVE. HEADER SEE PLAN STRAP HEADER TO TRIMMER SEE PLAN FOR STRAP 2X TRIMMERS DOOR/WINDOW OPENING SEE PLAN UPLIFT DETAIL at WALL OPENINGS LESS THAN 4'-0" WIDE TRUSS BLOCK SEE TYP. ROOF ROOF CLIP TRUSS BLOCK DETAIL SEE PLAN ROOF TRUSS SEE PLAN PL 1/4"X2) DOUBLE TOP PLAT 3/8"0 TH F SEE PLAN PL 1 /4"X2,' DOUBLE TOP PLAT 3/8"0 TH F SEE PLAN DOUBLE TOP PLAT PL 1/4"X2'' DOUBLE TOP PLAT PL 1/4"x2"x2" W/ NUT G.T. UPLIFT at OPENING FASTEN HEADER TO TOP PLATE W/ DSP TIES @ 24" O.C. WHERE OPENING IS 4'-0" WIDE OR 5/8"0 THREADED RO GREATER SEE PLAN HEADER SEE PLAN (TYP.) EXTEND ROD 1" MIN. PAST TOP OF NUT OPENING PL 1/4"X2X2 W/ NUT (WINDOW OPENING SHOWN) DOUBLE TOP PLATE BOTTOM PLATE HEADER SEE PLAN (TYP.) FRAMING AS REQUIRED (TYP.) 5/8"0 THREADED RO OPENING SEE PLAN (WINDOW OPENING SHOWN) PL 1/4"X2X2 W/ NUT FRAMING AS DOUBLE TOP PLATE REQUIRED (TYP.) BOTTOM PLATE HEADER SEE PLAN (TYP.) FRAMING AS REQUIRED (TYP.) 5/8"0 THREADED RO SEE PLAN OPENING (WINDOW OPENING SHOWN) BOTTOM PLATE HEADER SEE PLAN (TYP.) DOUBLE TOP PLATE �— PL 1/4"X2X2 W/ NUT 1/2"0 THREADED ROD SEE PLAN FRAMING AS REQUIRED (TYP.) FRAMING AS REQUIRED (TYP.) 5/8"0 THREADED RO SEE PLAN OPENINGS 8'-0" WIDE AND GREATER OPENINGS 4'-0" WIDE UP TO 8'-0" WIDE AT EACH G.T. > 15'-0" IN LENG 1-1/2"0 THREADED ROD (CONT.) ON 1-3/8"0 THREADED ROD (STAGGERED) GREATER BETWEEN BEARING EACH SIDE. OF OPENING. ON EACH SIDE OF OPENING. PROVIDE A MINIMUM OF (1) V( RODS SHALL CONFORM TO ASTM A36: HEAVY GIRDER TIEDOWN OR ROD SHALL BE EMBEDDED 10" INTO: OPENING Fy=36 ksi OPENING (1) HTT22 TENSION TIE (WHEN CONCRETE. USE SIMPSON ET ADHESIVE. (WINDOW OPENING SHOWN) Fu=58 (WINDOW OPENING SHOWN) IS 22" TALL MIN.) W/ 5/8"0 RODS SHALL CONFORM TO ASTM A36: E=29,000 ksi THREADED ROD (STAGGEREE Fy=36 ksi ROD SHALL BE EMBEDDED 10 Fu=58 CONCRETE. USE SIMPSON ET E=29,000 ksi RODS SHALL CONFORM TO PLATE BOTTOM PLATE ASTBOTTOM A36: Fy=36 ksi Fu=58 E=29,000 ksi VGT TIEDOWN G.T. DOUBLE TOP PLATE (TYP.) 5/8"0 THREADED ROD SEE PLAN COUNTERSINK PL 1/4"x2"x2" W/ NUT IN BEAM WHERE REQUIRED (CRIMP THREADS) 5/8"0 THREADED ROD NEAR SIDE OF OPENING 1/2"0 THREADED ROD FAR SIDE OF OPENING SEE PLAN "IT TIEDOWN T. )UBLE TOP PLATE (P.) UD PACK (TYP.) E PLAN AND :NERAL WOOD AMING NOTES (TYP.) )TTOM PLATE )P CHORD BEARING OOR TRUSS III1110 1 )TTOM PLATE iP CHORD BEARING OOR TRUSS UD PACK lydrelkyftaw-iffilt )P CHORD BEARING OOR TRUSS UD PACK )TTOM PLATE PL 1/4"x2"x2" W/ NUT 3/8"0 THREADED ROC ON EACH SIDE OF OF SEE PLAN PL 1/4"X2" 3/8"0 THE SEE PLAN EXTEND F PAST TOF PL 1 /4"X2, DOUBLE 3/8"0 THE SEE PLAN DOUBLE TOP PLAT PL 1/4"X2,' AT EACH G.T. 1: aITITI: 4: Ailk 11 ATTACH G.T.' WITH (1) LGT STRAPS. PRC ROD (STAGGI OF G.T. RODS SHALL TO ASTM A36. Fy=36 ksi Fu=58 E=29,000 ksi LGT TIEDOWN G.T. DOUBLE TOP PLATE (TYP.) LGT TIEDOWN STUD PACK (TYP.) SEE PLAN AND GENERAL WOOD FRAMING NOTES (TYP.) BOTTOM PLATE TOP CHORD BEARING FLOOR TRUSS STUD PACK BOTTOM PLATE TOP CHORD BEARING FLOOR TRUSS STUD PACK BOTTOM PLATE TOP CHORD BEARING FLOOR TRUSS STUD PACK BOTTOM PLATE Project NORTHGATE PROPER APARTMENTS TAUBER ROAD COLLEGE STATION, TX 104:1 CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800,422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502,426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue L� r •• .� Bid Issue �t*f• �''�.*JJ 5/29/2013 i *...................... CHRIS NEWHOUSE�� Permit Issue r.`..80U79 .�.... %%. x Construction tf <rf�.,. issue NI��o?l''ta.''..' 512�113 Revision Schedule Number Description Date TYPICAL G.T. UPLIFT DETAILS a � U O AT LOAD BEARING WALLS WITH OPENINGS FROM 8'-0" WIDE AND GREATER AT LOAD BEARING WALLS WITH OPENINGS FROM 4'-0" WIDE UP TO 8'-0" WIDE AT GIRDER TRUSSES 16-0" IN LENGTH OR GREATER AT GIRDER TRUSSES LESS THAN 16-0" IN LENGTH Drawn MTB Project 213081 ROOF UPLIFT at OPENINGS ROOF UPLIFT at OPENINGS TYPICAL G.T. UPLIFT TYPICAL G.T. UPLIFT Check Sheet 4 3/8" = 1'-0" 3/8" = 1'-0" 2 3/8" = 1'-0" 3!8" = 1'-0" Date Issue Date ss.®2 LO 0 LO co 0 N N SIMPSON STC OR EQUAL — INSTALL SLOT NAIL AT THE TOP OF THE SLOT. NAIL SHOULD NOT BE DRIVEN COMPLETELY FLUSH AGAINST CONNECTOR 2X4 LAID FLAT @ 48" O.C. TOE NAIL TO TRUSS N x r ccQ r G FLOOR TRUSS ARCHITECTURAL NON STRUCTURAL WALL ARCHITECTURAL WALL CONNECTION 1" = 1'-0„ SIMPSON STC OR EQUAL — INSTALL SLOT NAIL AT THE TOP OF THE SLOT. NAIL SHOULD NOT BE DRIVEN COMPLETELY FLUSH AGAINST CONNECTOR '— FLOOR TRUSS rc¢c r G ARCHITECTURAL NON STRUCTURAL WALL ARCHITECTURAL WALL CONNECTION ,v j` BOTTOM PLATE. >/ / Al OPEN 2X BLOCKING TO BE LOCATED AS REQUIRED BY MEP. B SEE STUD AND SHEARWALL SCHEDULE AS NOTED ON PLAN. FLOOR SHEATHING SEE SPECS. PROVIDE 5/8" SHEETROCK ON B EACH VERTICAL STUD FACE AND BOTTOM BLOCKING. DUCT OR PLUMBING AND —� ELECTRICAL CONDUITS. RE: MEP PLANS FOR 2X BLOCKING TO SIZE AND LOCATION. BE LOCATED AS REQUIRED BY MEP. SEE STUD AND SHEARWALL SCHEDULE AS NOTED ON MMJ PLAN. WALL PARALLEL TO FLOOR TRUSSES -0" TOP CORD OF FLOOR TRUSS FLOOR TRUSS BEYOND. FRAMING BEHIND WALL SHEATHING. -- 2X I3LUGKINLU I U BE LOCATED AS REQUIRED BY MEP. (A) - SEE STUD AND SHEARWALL SCHEDULE AS NOTED ON PLAN. FLOOR SHEATHING SEE SPEC'S. ' II I ` 11 1 11 11 PROVIDE 5/8" SHEETROCK ON EACH VERTICAL STUD FACE AND BOTTOM BLOCKING. FLOOR TRUSS SEE PLAN, DUCT OR PLUMBING AND 2X BLOCKING TO ELECTRICAL CONDUITS. BE LOCATED AS RE: MEP PLANS FOR REQUIRED BY MEP SIZE AND LOCATION. RE: MEP PLANS FOR SEE STUD AND SHEARWALL SIZE AND LOCATION. SCHEDULE AS NOTED ON PLAN. WALL SUPPORTING FLOOR TRUSSES 1 " = 1'-0" EQ EQ FLOOR FRAMING NOT SHOWN FOR CLARITY ST2215 EA. SIDE STUDS OF BOTTOM PLATE SEE SCHEDULE I / / / 1%' I // " Ll� SHEAR WALL /"l' /i///SEE PLAN / / I/;/ BOTTOM PLATE i HS-24 HARDY SADDLE 1 1 @ 2X4 WALL HS-32 HARDY SADDLE @ I 1 I i I I I i I i I I 1 I I I I I I I I I I I I I I PLUMBING PIPE 2X6 WALL DBL. TOP PLATE STUDS SEE SCHED. SHEAR WALL SEE PLAN SECTION at SHEAR WALL PENETRATION 1 " = 1'-0" 2X4 BLOCKING 6"0 HOLE MAX. WITHOUT SHEAR WALL ABOVE & BELOW ADDITIONAL REINFORCEMENT SEE PLAN OPENING /! / J /// / / 2 co 7 :'',' ; `/ WALL / i / / PENETRATION SEE STUD SCHEDULE AND SHEARWALL SCHEDULE AS NOTED ON PLAN . PROVIDE EDGE NAILING V-2" MAX. EACH SIDE OF OPENING FOR 1'-0" ABOVE & BELOW OPENING 2X4 BLOCKING W/CS16 STRAP OVER FACE OF SHEATHING W/ 8-.148"OX3" NAILS IN EA. BLOCK SECTION at SHEAR WALL PENETRATION -0" n , /AII VI+" nnn nnnl--lAin TOP VIEW 2-1/4"X6" SDS SCREWS --� "— DOUBLE TOP PLATE I STUDS 1 NAIL PER FASTENING SCHEDULE ELEVATION SECTION at CORNER/TEE 1" = 1'-0" NAILING at LAP SPLICE 1 " = 1'-0" TOP VIEW 2-1/4"X6" SDS SCREWS `— DOUBLE TOP PLATE I I — STUDS I ) I I I ELEVATION A SECTION NOTE: 2X4 LAP SPLICE = 16-.148"Ox3" NAILS @ 3" O.C. (MAX.) 2X6 LAP SPLICE = 24-.148"Ox3" NAILS @ 3" O.C. (MAX.) TYPICAL FACE NAILING. 1 48"Ox3" NAILS @ 14" O.C. (MAX.) 2 X DIAMETER OF THE LARGEST HOLE (MIN.) MAXIMUM HEADER ROUND HOLE DEPTH SIZE 4 3/8" 1" 5 1/2" 1 3/4" 20" 2" HEADERS AND BEAMS ONLY. - ROUND HOLES ONLY. - NO HOLES IN CANTILEVERS. - NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. ALLOWABLE HOLES IN PSL BEAMS/HEADERS 1 " 1'-011 PENETRATIONS THRU STUDS WAL STUDS NON NON L LOAD BEARING OR LOAD BEARING LOAD BEARING LOAD BEARING SIZE EXTERIOR WALL WALL WALL WALL BORED HOLE SIZE BORED HOLE SIZE NOTCH NOTCH 40% 60% 60% 25% 40% 2 X 4 1 3/8" - 2 1/8" 7/8" 1 3/8" (2) 2 X 4 - 2 1 /8" 2 1 /8" 7/8" 1 3/8" 2 X 6 2 1/4" - 3 5/16" 1 3/8" 2 1/4" (2) 2 X 6 - 3 5/16" 3 5/16" 1 3/8" 2 1/4" 2 X 8 2 7/8" - 4 3/8" 1 13/16" 2 7/8" (2) 2 X 8 - 4 3/8" 4 3/8" 1 13/16" 2 7/8" PLATES -TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH THAT IS 50% OR MORE OF WIDTH MUST BE REPAIRED USING 16 GA.(MIN.) METAL TIE THAT IS ATLEAST 1-1/2" WIDE (SECTION 2308.9.8 IBC) IF WALL IS A SHEAR WALL IT MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS). WALL SIZE HOLE SIZE 2 X 4 1 3/4" 2 X 6 2 3/4" 2 X 8 3 5/8" STUD FACE 5/8" MIN. STUD NOTE: STUDS MAY BE NAILED AT CORNERS & TEES PER THE FASTENING SCHEDULE IN LIEU OF SCREWING THE TOP PLATES TOGETHER AS SHOWN IN THESE DETAILS. DOUBLE TOP PLATE NAIL PER FASTENING SCHEDULE DO NOT CUT, NOTCH, OR DRILL HOLES IN BEAMS/HEADERS EXCEPT AS INDICATED ON THE ILLUSTRATION AND TABLE ABOVE. BORED HOLES DIA. 40% OF STUD WIDTH, 60% OF STUD WIDTH IF 31 DOUBLE STUD. --,NOTCH 25% OF STUD WIDTH MAX. EXTERIOR OR BEARING WALL NOTE: SEE SECTION 2308.9.10, 2308.9,11 AND FIGURE 2308.9.10 IBC CUTTING, NOTCHING, BORED HOLES IN STUDS AND PLATES U-7-= 1'-0" NONBEARING PARTITION ITUD FACE /8" MIN. IORED HOLES )IA. 60% OF ITUD WIDTH 4AX. IOTCH 0% OF STUD VIDTH MAX. Project NORTHGATE PROPER APARTMENTS TAUBER ROAD COLLEGE STATION, TX CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue Bid Issue 5/29/2013 *.:.•.. *. �wCHRIS.NEWHOUSE�� i Permit Issue 80079 Construction � � .. ;`; - srz�1�3 YONAIL Revision Schedule Number Description Date TYPICAL FRAMING DETAILS Drawn MTB Check Date Issue Date Project 213081 Sheet S8.20 n s NOTES: 1. TRUSS BLOCK MAY CONSIST OF EITHER A WOOD STRUCTURAL PANEL OR PREFAB TRUSS BLOCK - INSTALL AND FASTEN AS SHOWN U.N.O. 2. TOP CHORD OF WOOD STRUCTURAL PANEL MUST BE VERTICAL WHEN INSTALLED UNDER LOAD BEARING WALLS. OTHERWISE TOP CHORD MAY BE VERTICAL NOR HORIZONTAL ® . 3. TRUSS MANUFACTURER TO DESIGN PREFAB TRUSS BLOCK FOR LATERAL FORCE AS NOTED BELOW. FASTEN TOP CHORD OF PANEL IN ACCORDANC W/ BOTTOM PLATE NAILIN OF SHEARWALL BELOW SOLID 2X BLOCKING AT EACH EDGE OF WOOD STRUCTURAL PANEL. VERTICAL BLOCKING MAY FASTEN BOTTOM CHORD BE OMITTED WHERE WALLS OF PANEL IN ACCORDANCE ABOVE BLOCK ARE NOT W/ BOTTOM PLATE NAILING BEARING AND PANEL OF SHEARWALL BELOW. HEIGHT IS 16" OR LESS. 15/32" SOLID WOOD STRUCTURAL PANEL W/ .148"OZ Xl &' NAILS AT 2" O.C. AT ALL EDGES. WOOD STRUCTURAL PANEL TRUSS BLOCK TYPICAL TRUSS BLOCK 1" = 1'-0" 2X STUD WALL DW-1OHS VENEER ANCHOR @ 16" O.C. EACH WAY #10X3" LONG SCREW INTO VERTICAL STUD BRICK VENEER WALL SHEATHING SEE PLAN NOTE: VENEER ANCHORS SHOWN IN THIS DETAIL SHALL BE USED ON ALL BRICK VENEER ELEVATIONS ABOVE 30'-0" TO ROOF. SECTION at BRICK VENEER TIE 1 " = 1'-0" UNIT TRUSS BEYOND WOOD FILLER AS REQ'D. BOTTOM PLATE i— FLOOR SHEATHING CUT TOP PLATE AS ( I I G.T. DOUBLE TOP PLATE REQ'D. TO INSTALL G.T. 2-2X STUDS FULL HEIGHT TYP. ALL LEVELS I 3-2X STUDS BELOW G.T. TYP. ALL LEVELS G.T. SUPPORT at CORRIDOR 1 " = 1'-0". WOOD FILLER AS REQ'D. BOTTOM PLATE r— FLOOR SHEATHING DOUBLE T G.T. 2-2X STUDS FULL HEIGHT TYP. ALL LEVELS 3-2X STUDS BELOW G.T. TYP. ALL LEVELS G.T. SUPPORT at CORRIDOR )P PLATE FASTEN BOTTOM CHORD OF PREFAB TRUSS PANEL TO TOP PLATE IN ACCORDANCE W/ ROOF DETAILS. PREFAB TRUSS PANEL FOR 1.0 KIP LATERAL LOAD. (U.N.O.) PREFAB ROOF TRUSS BLOCK FLOOR SHEATHING DEPTH OF UNIT TRUSS, CORRIDOR TRUSS OR GIRDER TRUSS MINUS TOP & BOTTOM MEMBERS RE: TRUSS MANUF. UNIT TRUSS, CORRIDOR TRUSS OR GIRDER TRUSS SEE PLAN +1'41 TRUSS MECH. CHASE 1 if = 1'-0" 12"± GAP IN WALL BOTTOM PLATE AT EXPANSION JOINT 3/4" TEMPORARY EXPANSION JOINT AT 80' INTERVALS OPEN CHASE WALL STUDS (TYP.) WALL BOTTOM PLATE (TYP.) WOOD STRUCTURAL PANEL FLOOR SHEATHING FLOOR TRUSS AT EXPANSION JOINT DO NOT ATTACH DECK TO TRUSS UNTIL AFTER BUILDING IS "CLOSED IN," THEN NAIL FLOOR DECK AND FILL bEd EXPANSION JOINT WITH WOOD STRIP OR NON -SHRINK GROUT (PROVIDE 1/8" SPACING AT PANEL ENDS AND EDGES). INSTALL BOTTOM PLATE FILLER BLOCK AND DOUBLER TO SPLICE BOTTOM PLATE, AFTER NAILING FLOOR DECK WHEN BUILDING IS "CLOSED IN." TEMPORARY EXPANSION JOINT DETAIL AT FLOORS 1 " = 1'-0" WOOD STRUCTURAL PANEL FLOOR SHEATHING DRAINAGE HOLE THROUGH FLOOR. PLUG LATER (AFTER BUILDING IS "CLOSED IN") WITH WOOD DOWEL OR NON -SHRINK GROUT. WOOD STRUCTURAL PANEL BACKER PLATE; SCREW -GLUE TO UNDERSIDE OF FLOOR BEFORE PLUGGING HOLE TO SUPPORT WOOD DOWEL OR GROUT REPAIR. NOTES: 1. REQUIRED PLUMBING BENDS IN VERTICAL STACK SHALL BE DONE AS SHOWN. DO NOT GO THROUGH STUDS. TOP CHORD BEAF"" FLOOR TRUSS STUD PACK "' " 'iD BEARING USS STUD PACK SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN TYP. PLUMBING CHASE FRAMING 1 " = 1 '-0" FLOOR SHEATHING SEE SPECS. CORRIDOR TRUSS SEE PLAN. SEE STUD AND SHEARWALL SCHEDULE AS NOTED ON PLAN. COUPLING SLEEVE WATER CLOSET RISER LINE. FLOOR CONT. 1X FILLER. � I SHEATHING SEE SPECS. Project CONT. "L" METAL W1 #10 TEK SCREW @ EACH STUD. ADJUST HEIGHT AS REQUIRED FOR CEILING ATTACHMENT CONT. 1X FILLER. FLOOR SHEATHING SEE SPEC'S. TUB/ SHOWER AND LAVATORY RISER LINE. FLOOR TRUSS SEE PLAN. SEE STUD AND SHEARWALL SCHEDULE AS NOTED ON PLAN. • � 1 TAUBER ROAD COLLEGE STATION, TX CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713,779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Or Lando, Flor ida 407.893.6200 Texas Registered Engineering Firm: F 197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue .. _ — Ftit �^ f ••• Bid Issue 5/29/2013 i * ;..................... .*. CHRIS NEWHOUSE Permit Issue •:•— • • • •••� Construction ��`•' � issue 0llAt• m• COUPLING SLEEVE - i I WATER CLOSET FLOOR RISER LINE. � SHEATHING SEE SPEC S. Number WITHOUT BLOCKING IN PLACE THE PLUMBING WASTE/ VENT RISER CAN BE PREASSEMBLED AND PUT IN PLACE AS ONE PIECE AT EACH FLOOR AS SHOWN. SHIP RISER IN WALL 2" TO 3" LONGER IF CONCERNED WITH ACTUAL LENGTH REQUIRED AT JOB SITE. SEE STUD AND SHEARWALL SCHEDULE AS NOTED ON PLAN. '— TUB/ SHOWER AND LAVATORY RISER LINE. I I i I i I 2'-0" HOLD FLOOR TRUSS CORRIDOR TRUSS SEE PLAN. SEE PLAN. SEE STUD AND SHEARWALL i SCHEDULE AS NOTED ON PLAN. PLUMBING WASTE/VENT RISER Sr29113 Revision Schedule Description Date TYPICAL FRAMING DETAILS Drawn MTB Check Date Issue Date Project 213081 Sheet S8.21 -0" 1 it = 1'-0" 1" = 1'-011 E a� >, 0 -01 m J rr z w U w O tr O z r 0 O co r N E 0 0 E U) a� a 0 tn. FLC LE FLC SEE FLC LE FLC SEE FLC LE FLC SEE LE NOTE : AT SHEAR WALL LOCATIONS SEE SHEAR WALL SCHEDULE FOR CONNECTIONS ALL LEVELS. TRUSS BLOCK H2.5A @ EACH ROOF TRUSS BEARING POINT H2.5A @ EACH ROOF TRUSS H2.5A @ EACH ROOF TRUSS BEARING POINT BEARING POINT F ROOF ROOF ROOF ROOF 14 S ROOFTRUSS ROOFTRUSS PPED TO FIT, 2X DOUBLE TOP PLATE 2X DOUBLE TOP PLATE ROOF TRUSS ROOFTRUSS TE 1-H2.5A CLIP TOP 1-H2.5A CLIP TOP 1-H2.5A CLIP TOP PLATE TO STUD PLATE TO STUD PLATE TO STUD @ 32" O.C. (MAX.) @ 32" O.C. (MAX.) @ 32" O.C. (MAX.) THING FLOOR SH LEVEL 4 SS SEE PLAN FLOOR TR SEE PLAN ATING FLOOR SH LEVEL 3 SS SEE PLAN ATING SS SEE PLAN FREATED FLOOR TRI SEE PLAN FLOOR SH LEVEL 2 LEVEL 1 FLOOR TR SEE PLAN NOTE: AT SHEAR WALL LOCATIONS SEE SHEAR WALL SCHEDULE FOR CONNECTIONS ALL LEVELS. 1-1-13 CLIP STUD 1-H3 CLIP STUD 1-H3 CLIP STUD TO BOTTOM PLATE TO BOTTOM PLATE TO BOTTOM PLATE @ 48" O.C. (MAX.) @ 48" O.C. (MAX.) @ 48" O.C. (MAX.) :ATHING FLOOR SHEATHING FLOOR SHEATHING FLOOR SHEATHING FLOOR SHEATHING LEVEL 4 LEVEL 4 LEVEL 4 6" 6" 1/4"OX8" SIDS SCREWS 1/4"OX8" SIDS SCREWS @ 48" O.C. (TYP.) @ 48" O.C. (TYP.) 1/4"0X8" SIDS SCREWS @ 48" O.C. (TYP.) 1-H2.5A CLIP TOP 1-H2.5A CLIP TOP JSS FLOOR TRUSS FLOOR TRUSS PLATE TO STUD FLOOR TRUSS SEE PLAN PLATE TO STUD FLOOR TRUSS 1-H2.5A CLIP TOP SEE PLAN @ 48" O.C. (MAX.) @ 48" O.C. (MAX.) SEE PLAN PLATE TO STUD Project @ 48" O.C. (MAX.) NORTHGATE PROPER APARTMENTS 1-H3 CLIP STUD TO BOTTOM PLATE @ 48" O.C. (MAX.) 1-H3 CLIP STUD 1-H3 CLIP STUD TAUBER ROAD TO BOTTOM PLATE T B TO BOTTOM PLATE COLLEGE STATION, :ATING FLOOR SHEATHING FLOOR SHEATING O.C. (MAX.) FLOOR SHEATHING @ 48" O.C. (MAX.) TX FLOOR SHEATHING LEVEL 3 LEVEL 3 LEVEL 3 MZ6" 6" 1/4"OX8" SIDS SCREWS 1/4"OX8" SIDS SCREWS @ 48" O.C. (TYP.) @ 48" O.C. (TYP.) ---• 1/4"OX8" SIDS SCREWS SS @ 48" O.C. (TYP.) FLOOR TRUSS FLOOR TRUSS FLOOR TRUSS �l \ FLOOR TRUSS SEE PLAN SEE PLAN SEE PLAN /1 SEE PLAN CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com :ATING FLOOR SHEATING FLOOR SHEATHING Louisville, Kentucky 502.426.6789 FLOOR SHEATHING Orlando, Florida 407.893.6200 FLOOR SHEATHING LEVEL 2 LEVEL 2 LEVEL 2 Texas Registered Engineering Firm: F-197 INCopyright ©SCA Consulting Engineers 6" 6"� This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in ISS FLOOR TRUSS FLOOR TRUSS hard copy or electronic format other than for the specific SEE PLAN FLOOR TRUSS purpose intended, without written permission from SCA FLOOR TRUSS SEE PLAN SEE PLAN Consulting Engineers is a violation of federal copyright law. SEE PLAN The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue rF h Bid Issue 5/29/2013 i *:............................ CHRIS NEWHOUSE j Permit Issue r•R:•- ....................... —80079 ft .. Construction issue 4 ..... %;" RE 2X PRESSURE 2X PRESSURE 2X PRESSURE _ 4 ? TREATED TREATED TREATED SILL PLATE. SILL PLATE. SILL PLATE. Revision Schedule LEVEL 1 LEVEL 1 LEVEL 1 Number Description Date A , CONCRETE 'a '; a' ;°-` a ° °° CONCRETE'n _ , . CONCRETE : _4,° . UPLIFT DETAILS NOTE: NOTE: NOTE: AT SHEAR WALL LOCATIONS SEE AT SHEAR WALL LOCATIONS SEE AT SHEAR WALL LOCATIONS SEE SHEAR WALL SCHEDULE FOR SHEAR WALL SCHEDULE FOR SHEAR WALL SCHEDULE FOR CONNECTIONS ALL LEVELS. CONNECTIONS ALL LEVELS. CONNECTIONS ALL LEVELS. Drawn MTB Project 213081 Check Sheet Date Issue Date S8.30 71 r` 0 co - 0 LO 0 0 N N LO E 0 0 SEE STUD SCHED. & SHEAR WALL SCHED, AS NOTED ON PLAN EDGE NAILING 2X BOTTOM PLATE BEAM SEE PLAN — MULTIPLE TOP PLATE BEAM SEE PLAN TRUSS SEE PLAN 1 " = 1'-0" • 1a, 1 .148" DIA.X31/4" NAILS @ 12" O.C. (U.N.O.) SEE SHEAR WALL SCHEDULE @ SHEAR WALL LOCATIONS FOR FASTENER SPACING EDGE NAILING FLOOR SHEATHING EDGE NAILING 2X BLOCKING FASTENED TO CMU W/ 4-1/4"OX3" SIMPSON TITEN SCREW ANCHORS EACH GROUTED CELL — FLOOR SHEATHING —� CORRIDOR TRUSS 2X12 LEDGER — SEE PLAN SECTION at CMU LEDGER 1 " — 1'-0" EDGE NAILING 2X BLOCKING FASTENED TO CMU W/ 4-1/4"OX3" SIMPSON TITEN SCREW ANCHORS EACH GROUTED CELL — FLOOR SHEATHING 2X12 LEDGER — SECTION at CMU LEDGER -0" SEE STUD SCHEDULE AND —� SHEAR WALL SCHEDULE AS NOTED ON PLAN. SHEET ROCK EXTENDS TO TOP OF LOWER TOP PLATE. .148"0 X 3 1/4" NAILS @ 12" O.C. SEE SHEAR WALL SCHEDULE @ SHEAR WALL LOCATIONS EDGE NAILING 2X BLOCKING FLOOR SHEATHING —� 8" CMU WALL W/ TRUSS TYPE REINF. @ 16" O.C. & #5 VERT. @ 48" O.C. FILL REINF. CELLS W/ 2500 PSI GROUT 3/4"0 X 6" EMBEDMENT EXP. BOLTS @ 12" O.C. STAGGERED CONT. BOND BEAM W/ 245 BOTTOM 8" CMU WALL W/ TRUSS TYPE REINF. @ 16" O.C. & #5 VERT. @ 48" O.C. FILL REINF. CELLS W/ 2500 PSI GROUT 3/4"0 X 6" EMBEDMENT EXP. BOLTS @ 12" O.C. STAGGERED CONT. BOND BEAM W/ 245 BOTTOM r-- SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN. SHEET ROCK EXTENDS TO TOP OF LOWER TOP PLATE. .148"0 X 3 1/4" NAILS @ 12" O.C. SEE SHEAR WALL SCHEDULE @ SHEAR WALL LOCATIONS EDGE NAILING 2X BLOCKING FLOOR SHEATHING FLOOR TRUSS BEAM FLOOR TRUSS SEE PLAN SEE PLAN SEE PLAN SECTION at BEAM 3/4" = 11-0" SEE STUD SCHEDULE AND — SHEAR WALL SCHEDULE AS NOTED ON PLAN. .148"0 X 3 1/4" NAILS @ 12" O.C. SEE SHEAR WALL SCHEDULE @ SHEAR WALL LOCATIONS EDGE NAILING FLOOR SHEATHING FLOOR TRUSS --� SEE PLAN CONT. "L" METAL W/ #10 TEK SCREW @ EA. STUD ADJUST HEIGHT AS REQUIRED FOR CEILING ATTACHMENT FRAMING at CMU WALL 1 it = 1'-0" EDGE NAILING .1480 X 3 1/4" NAILS @ 6" O.C. 2X BLOCK RIPPED TO FIT FLOOR SHEATHING CORRIDOR TRUSS —� SEE PLAN 2X10 LEDGER CONT. FASTEN TO EACH STUD/STUD PACK W/ 3 - 1/4" X 3" SIMPSON SIDS SCREWS CONT. "L" METAL W/ #10 TEK SCREW ADJUST HEIGHT AS REQUIRED FOR CEILING ATTACHMENT 2 LAYERS OF GYP. WALLBOARD — 1 " = 1'-0" SEE STUD AND SHEARWALL — SCHEDULE AS NOTED ON PLAN EDGE NAILING FLOOR SHEATHING 2X TOP PLATE SEE STUD AND SHEARWALL — SCHEDULE AS NOTED ON PLAN SYMMETRICAL ABOUT CL (U.N.O.) If #5 @ 32" O.C. FILL REINF. CELL W/ 2500 PSI GROUT DBL. BOND BEAM W/ 445 CONT. TO EXTEND FULL LENGTH OF CMU WALL 8" CMU W/ TRUSS TYPE REINF. @ 16" O.C. .148"0 X 3 1/4" NAILS @ 12" O. C. SEE SHEAR WALL SCHEDULE @ SHEAR WALL LOCATIONS FOR FASTENER SPACING EDGE NAILING FLOOR SHEATHING IX4 CONT. EDGE NAILING FLOOR TRUSS SEE PLAN CONT. "L" METAL W/ #10 TEK SCREW @ EA. STUD SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN 2X BOTTOM PLATE 2-2X BLOCKS FLOOR SHEATHING SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN, 2-2X BLOCKS 2X BOTTOM PLATE FLOOR SHEATHING SEE STUD SCHEDULE AND SHEAR `— FLOOR TRUSS WALL SCHEDULE AS NOTED ON SEE PLAN PLAN. 2X DBL. TOP PLATE CONT. "L" METAL W/ #10 TEK SCREW @ EA. STUD TRUSS at INTERIOR BEARING WALL 1 if = 1'-0" .148" DIA131/4" NAILS @ 12" O.C. (U.N.O.) SEE STUD SCHED, & SEE SHEAR WALL SCHEDULE @ SHEAR WALL SHEAR WALL SCHED. LOCATIONS FOR FASTENER SPACING AS NOTED ON PLAN EDGE NAILING 2X BOTTOM PLATE FLOOR SHEATHING EDGE NAILING 2X DBL. TOP PLATE 2' - 01' CONT. "L" METAL W/ #10 TEK SCREW @ EA. STUD TRUSS at EXTERIOR BEARING WALL FLOOR TRUSS SEE PLAN .148"0 X 3 1/4" NAILS @ 12" O.C. SEE SHEAR WALL SCHEDULE @ SHEAR WALL LOCATIONS EDGE NAILING .148"0 X 3" NAILS @ 12" O.C. Project NORTHGATE PROPER APARTMENTS TAUBER ROAD COLLEGE STATION, TX CONSULTING EDGE NAILING —►.-• ._ STRUCTURAL CONSULTANTS ASSOCIATBS, INC. y 12511 Emily Cour t DOUBLE 1/2" Sugar Land, Texas 77478 713.779,7252 800.422.7252 2X BLOCKING FAX 713.779.1173 EDGE NAILING email: sca@scahouston.com www.scaengineer s.com .148"0 X 3 1/4" NAILS @ 12' O.C. Louisville, Kentucky 502.426.6789 SEE SHEAR WALL SCHEDULE @ Orlando, Florida 407.893.6200 SHEAR WALL LOCATIONS Texas Registered Engineering Firm: F-197 EDGE NAILING Copyright @ SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in TRUSS at EXTERIOR BEARING WALL ENLARGED hard copy or electronic format other than for the specific purpose intended, without written permission from SCA 1 1 /2" = 1'-0" Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. 2 ISSUE DATES S 2 Review Issue EDGE NAILING �'.f•'' �,,d► Bid Issue •.•.:: *.J 5/29/2013 ......... ..•..•.... FLOOR SHEATHING CHRISNEWHOUSE •j Permit Issue ir • .80079 .:',5 EDGE NAILING - t�'��.`,1��.•:,,�x Construction tt 4..Z......i DOUBLE 2X ( _.... issue ,�SrZ°1�13 ONAL BLOCKING EDGE NAILING Revision Schedule Number ( Description Date SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE CONT. 2X RIPPED AS NOTED ON PLAN. TO FIT SHEET ROCK EXTENDS TO 6" 6" TOP OF LOWER TOP PLATE. 6„ FLOOR TRUSS SEE PLAN CONT. "L" METAL W/ FLOOR FRAMING DETAILS #10 TEK SCREW @ EA. STUD ADJUST HEIGHT AS REQUIRED FLOOR TRUSS FOR CEILING ATTACHMENT SEE PLAN CONT, "L" METAL W/ #10 TEK SCREW @ EACH STUD. ADJUST HEIGHT AS REQUIRED FOR CEILING ATTACHMENT TRUSS at INTERIOR PARTY WALL TRUSS at EXTERIOR BEARING WALL Drawn MTB 1 " = 1'-0" Check 1 " = 1'-0" Date Issue Date Project 213081 Sheet S 8.4 0 ti (0 0 LO CO 1 .148"0 X 3 1/4" NAILS AT 12" O.C. SEE SHEAR WALL SCHEDULE AT SHEAR WALL LOCATIONS 2X BLOCKIN( SEE STUD SCHEDULI AND SHEAR WALL SCHEDULE AS NOTED ON PLAN c 0 U J EN fill ROOF TRUSS ROOF SHEATHING EDGE NAILING \` ROOF TRUSS H CLIP SEE PLAN BEAM SEE PLAN SECTION at BREEZEWAY ROOF 1 /2" = 1'-0" ROOFTRUS11 SEE PLAN CONTI NUOUI EDGE NAIL ROOF SHEATHING TYPICAL NAILING C NAIL cr 4" O.C. @ SHEAR WALLS NON SHEAR WALL CATIONS USE .148"CC ILS AT 12" O.C. SHEAR WALL LOCA' E SHEAR WALL NAIL ART ON ROOF FRAM TAIL SHEET NOTE: ROOF TRUSSES ABOVE SHEAR WALLS SHALL BE DESIGNED FOR DRAG FORCE (D.F.) LOADS INDICATED ON ROOF PLANS. WHERE DRAG LOADS ARE NOT SHOWN, TRUSS SHALL BE DESIGNED FOR 360 pfl LATERAL LOAD. ROOF TRUSS PARALLEL W/ WALL 1 " = 1'-0" ROOFTRUSS SEE PLAN AT NON SHEAR WALL LOCATIONS .148"0 X 3 1/4" NAILS @ 12" O.C. AT SHEAR WALL LOCATIONS. SEE ALTERNATE NAILING CHART. .148"0 X 3 1/4" NAIL EDGE NAILING SEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN 1 " = 1'-0" EDGE NAILING ROOF SHEATHING 2X BLOCKING EXTERIOR DOF TRUSS _E PLAN DNTINUOUS 2X 2X4 FLAT BLOCK EVERY 3RD BAY, EXCEPT AT SHEAR WALL ROOF TRUSS (TYP.) �— OPEN FOR VENTILATION 2X CONT. W/ 3-.148"0X3 WALL EDGE N )GE NAILING DOUBLE TOP WALL OR SHE SEE PLAN TRUSS BLOCK SEE TYP. TRUSS BLOCK DETAIL CLIP ARRANGEMENT BLOCKING NOT SHOWN FOR CLARITY. SEE NOTES ON ROOF PLAN FOR TYPES AND SPACINGS. NOTE: NOT USED IF' BLOCKS ARE DETAIL 1. 2X4 BLOCKS CLIP SEE ROOF NOTES S6.01 NOTE: 1. SEE SPECIFICATION SHEETS & BRACING PLANS FOR ADDITIONAL SHEATHING, BLOCKING, NAILING REQUIREMENTS AND SHEARWALL LOCATIONS. SHEAR WALL NAILING CHART UXO, SHEARWALL TYPE 2X & .148"OX31/4" NAILING PATTERN U.N.O. A,S 2 ROWS @ 3" O.C. B 2 ROWS @ 4" O.C. C 2" O.C. D 4" O.C. E,F,H 12" O.C. aS8.50 2X VERTICAL BLOCKS 2L,M,R 9" O.C. DETAIL 1/S8.40 S8.50 N 81,O.C. ROOF SHEATHING 1 BAY SEE ROOF NOTES ON S6.01 EXTERIOR WALL DETAIL UL1F AKKANU1=MCN I bLL)UKINU NOT SHOWN FOR CLARITY. SEE NOTES ON ROOF PLAN FOR TYPES AND SPACINGS. VEI'VT at BLOCKING DETAIL ROOF SHEATHING EDGE NAILING 2X VERTICAL BLOCKING - SOLID (OR TRUSS BLOCK IF BLOCKING IS OVER 11 1/4" TALL) ROOF SHEATHING EDGE NAILING 2X CONT. W/ 3 - .148"0 X 3 1/4" NAILS TYP. .148"0 X 3 1/4" NAILS @ 6" O.C. WALL EDGE NAILING DOUBLE TOP PLATE WALL OR SHEAR WALL SEE PLAN 1 " = 1 '-0" ROOF SHEATHING ROOF TRUSS 148"0 X 3 1/4" NAILS @ 6" O.C. CLIP ARRANGEMENT BLOCKING NOT SHOWN FOR CLARITY. SEE NOTES ON ROOF PLAN FOR TYPES AND SPACINGS. NOTE: NOT USED IF TRUSS BLOCKS ARE USED IN DETAIL,1 Project ALTERNATE FOR TRUSSES SHEAR WALL NAILING CHART W/ CLIPS SHEARWALL TYPE A35/LTP4 CLIP SPACING U.N.O. A,S 5" O.C. B 6" O.C. C 8" O.C. D 12" O.C. E,F,H 24" O.C. L,M,R 18" O.C. N 14" O.C. ALTERNATE FOR BLOCKING SHEAR WALL NAILING CHART W/ CLIPS SHEARWALL TYPE NUMBER OF LTP4 OR A35 CLIPS EVENLY SPACED EACH BLOCKING BAY A,S 4-LTP4 ONLY B 4 C 3 D 2 E,F,H 1 L,M,R 2 N 2 ♦ ■ N-moat i 42ol, TAUBER ROAD COLLEGE STATION, TX CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Or lando, Flor ida 407.893.6200 Texas Registered Engineering Fir m: F- 197 Copyright @ SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue Bid Issue 5/29/2013 Permit Issue Construction Issue Revision Schedule 13 Number I Description I Date I ROOF FRAMING DETAILS Drawn MTB Check Date Issue Date Project 213081 Sheet S8.50 rti 0 Co O N CV s NOTE: 1. SEE SPECIFICATION SHEETS & BRACING PLANS FOR ADDITIONAL SHEATHING, BLOCKING, NAILING REQUIREMENTS AND SHEARWALL LOCATIONS. c U it ROOF TRUSSES 2X6 BLOCKING 12X DIAG. BRACE 12X6 BLOCKING I -- 1------I--- 71 1 A34 CLIP III II 2X6 BLOCKING SECTION "B" B 2X6 BLOCKING - A34 CLIP ROOF TRUSSES A34 CLIP 2X DIAG. BRACE @ 6'-0" O.C. (MAX.) (ALIGN DIAG. BRACE AND BLOCKING W/ STUDS (SEE SCHEDULE) DIAG. BRACE SCHEDULE MAX. BRACE LENGTH BRACE TYPE 6'-0" 2X4 10'-0" 2X4 W/ BRACE @ MIDSPAN 13'-0" 2X6 W/ BRACE @ MIDSPAN 17'-0" 2X6 W/ CONT. T BRACE (4).148"OX3 1/4" NAILS (BRACE TO BLOCKING) GYP. BOARD CEILING RE: ARCH. GABLE END VERTICAL STIFFENER SEE SCHEDULE (3)-.148"OX3 1/4" NAILS (TOE NAILED) EDGE NAILING 2X6 BLOCKING H5 CLIP (TOP PLATE TO 2X BLOCKING) STUD SEE STUD SCHEDULE (BALLOON FRAME AS REQUIRED) 148110X3 1/4" NAILS @ 12" O.C. PROVIDE DIAGONAL 2X6 OUTRIGGER AT ALL CORNER CONDITIONS W/ 2X6 STRUCTURAL SUB FASCIA AS REQUIRED. SECTION "C" AT NON-SHEARWALLS /LTP4 CLIP @ 24" O.C. AT SHEARWALLS SEE CLIP SPACING CHART. 2X4 OUTRIGGER @ 24" O.C. TO NAIL W/.148"OX3" NAILS EA. SIDE TO TOP CHORD OF GABLE END AND FIRST INTERIOR TRUSSES. GABLE END VERTICAL STIFFENER VERTICAL LENGTH BRACE TYPE 5'-0" OR LESS NONE 5'-1" TO 9'-0" 2X4 9'-1" TO 14'-0" 2X6 (NOTE: 24" O.C. MAX. SPACING) DROPPED GABLE END ROOF TRUSS RE: TRUSS SHOP DRAWINGS PROFILE TO MATCH THAT OF ADJACENT TRUSSES. 2X DIAG. BRACE ROOF TRUSS 2X6 BLOCKING C �— (4)-.148"OX3 1/4" NAILS 2 3/4"(BRACE TO BLOCKING) AT NOWSHEARWALLS A35 CLIP @ 24" O.C. AT SHEARWALLS SEE CLIP SPACING CHART. CS16 STRAP W/ (4)-.148"OX3" NAILS EA. END. (3)-.148" OX3" NAILS (TOE NAILED) SECTION "A" 1-A35 CLIP CENTERED BETWEEN DIAG. BRACES. GABLE END ROOF TRUSS RE: TRUSS SHOP DRAWINGS (4)-.148"OX3 1/4" NAILS (BRACE TO BLOCKING) CS16 STRAP W/ (4)-.148"0X3" NAIL EA. END H5 CLIP (4)-.148" OX3 1/4" NAILS (BRACE TO BLOCKING) 2X6 BLOCKING ALT. @ LOCATIONS WHERE WALL IS NOT PRESENT Project SHEAR WALL NAILING CHART U.N.O. SHEARWALL TYPE 2X & .148" OX31/4" NAILING PATTERN U.N.O. A,S 2 ROWS @ 3" O.C. B 2 ROWS @ 4" O.C. C 2" O.C. D 4" O.C. E,F,H 12" O.C. L,M,R 9" O.C. N 8" O.C. ALTERNATE FOR TRUSSES SHEAR WALL NAILING CHART W/ CLIPS SHEARWALL TYPE A351LTP4 CLIP SPACING U.N.O. A,S 5" O.C. B 6" O.C. C 8" O.C. D 12" O.C. E,F,H 24" O.C. L,M,R 18" O.C. N 14" O.C. ALTERNATE FOR BLOCKING SHEAR WALL NAILING CHART W/ CLIPS SHEARWALL TYPE NUMBER OF LTP4 OR A35 CLIPS EVENLY SPACED EACH BLOCKING BAY A,S 4-LTP4 ONLY B 4 C 3 D 2 E,F,H 1 L,M,R 2 N 2 a-0161 :1 :4 ing APARTMENTS TAUBER ROAD COLLEGE STATION, TX CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s,com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue Bid Issue 5/29/2013 i ............................. CHRIS NEWHOUSE j Permit Issue f,L»"80079 ......... tf'`..t0 `,,, Construction issue k'��• - SlZ9113 Revision Schedule Number Description Date ROOF FRAMING DETAILS Drawn MTB Project 213081 WE 21 r 0 LO co 0 N N LO FYI 1�7�[N:ISe1e1 l�ydpl.7tlldrlmre Himmel Check Date Issue Date Sheet S8,51 NOTES: 1.) TYPICAL SHEAR WALL HOLDOWNS MAY NOT BE REQUIRED FOR ALL SHEAR WALLS. SEE BRACING PLAN FOR REQUIRED LOCATIONS. r—i E a� 0 .01 co m t— z w U w ¢ 0 m O z 00 0 co N c m E U 0 0 E m 0 `m Aw 1/2"0 THREADED 1/2"0 THREADED 5/8"0 THREADED ROD (TYP.) ROD (TYP.) ROD (TYP.) 1st FLOOR ® ® ® 1 st FLOOR 1 st THRU 4th FLOOR I I I I 2 2„ 7„ 2„ " 2"4„ 6" (MAX.) 11" (MAX.) 8" (MAX.) BEARING PLATE & NUT BY CLP (2)-5/8"0 THREADED ROD STUDS PROVIDE 3-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) ANCHORAGE TO FOUNDATION 5/8"0 X 12" EMBEDMENT EXPANSION ANCHOR @ INTERIOR CONDITION & 5/8"0 X 10" EMBEDMENT SIMPSON SET-XP EPDXY ANCHORS @ EDGE CONDITION. SEE NOTE #3. ANCHORAGE TYPE O PLAN VIEW BEARING PLATE & NUT BY CLP (2)-1/2"0 THREADED ROD BEARING PLATE & NUT BY CLP 1/2"0 THREADED ROD PLAN VIEW STUDS STUDS: PROVIDE 3-2X STUDS (MIN.) PROVIDE 1-2X STUD (MIN.) EACH SIDE PROVIDE 2-2X STUDS (MIN.) ANCHORAGE TO FOUNDATION ANCHORAGE TO FOUNDATION 1/2""0 X 7" EMBEDMENT EXPANSION 1/2""0 X 7" EMBEDMENT EXPANSION ANCHOR @ INTERIOR CONDITION & ANCHOR @ INTERIOR CONDITION & COUPLER 1/2"0 X 6" EMBEDMENT SIMPSON SET-XP 1/2"0 X 6" EMBEDMENT SIMPSON SET-XP EPDXY ANCHORS @ EDGE CONDITION. COUPLER EPDXY ANCHORS @ EDGE CONDITION. COUPLER NUT AS SEE NOTE #3.NUT AS NEEDED NEEDED SEE NOTE #3. NEEDED CONCRETE CONCRETE: ANCHORAGE TYPE <� ANCHORAGE TYPE O 2.) WHEN TWO SHEAR WALLS COME TOGETHER AT A CORNER CONDITION THEY MAY SHARE THE HOLDOWN. SEE BRACING PLAN & STUD ARRANGEMENTS AT CORNERS/INTERSECTIONS. IF NO HOLDOWN IS USED PROVIDE (2)-2X FULL HEIGHT STUDS (MIN.) AT END OF SHEAR WALL. 3.) COUPLER NUT NOT REQUIRED AT FOUNDATION IF ROD IS EMBEDDED INTO CONCRETE AS NOTED. USE SIMPSON ET ADHESIVE. 4.) RODS SHALL CONFORM TO ASTM A36 FY = 36 KSI FU = 58 E = 29,000 KSI 5.) MULTIPLE STUDS TO BE CONNECTED W/ .148"0 X 3 1/4" NAILS @ 12" O.C. 6.) DO NOT FIRE CAULK THE TOP OR BOTTOM PLATES AT THE HOLDOWN ROD LOCATIONS. 7.) "CLP SYSTEMS" COMPONENTS ARE APPROVED FOR SHEAR WALL END HOLDOWNS & FOR UPLIFT RESTRAINT. CONTACT THE "CLP" OFFICE FOR MORE INFORMATION AT 800- 214-7673. Project NORTHGATE TAUBER ROAD COLLEGE STATION, TX D CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713,779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F-197 Copyright @ SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue �� -4�� ,. Bid Issue 5/29/2013 ........ .................. Permit Issue r„CHRIS NEWHOUSE .. i• _ Construction 80079 ,.J issue`ORAL - SrZ�1�3 Revision Schedule Number Description Date 1 - STORY ANCHORAGE ELEVATIONS N N to 0 LO M 0 N 47 N tf� c U I TYPICAL SHEAR WALL END ANCHORAGE ELEVATIONS 1 /4" = 1'-0" Drawn MTB Check Date Issue Date Project 213081 Sheet S9.01 E U) a� 0 -01 m E z w U w 0 rf- z co 0 co c 0 E 0 0 E a� 0 0 V-; i 00 U � c CU �(lr� o FYI J N Ii H ii 1/2"0 THREADED RODS. (TYP.) 4th FLOOR ® ' (P___jM 1/2"0 THREADED RODS. (TYP.) 3rd FLOOR ® I I 5/8"0 THREADED RODS. (TYP.) 2nd FLOOR I I I THREADED ZF5/8"0 RODS. (TYP.) 1 st FLOOR �m � M 2„ I 7" I 2„ 11" MAX. PLAN VIEW BEARING PLATE & NUT BY CLP (2) 1/2"0 THREADED RODS. STUDS: PROVIDE 2-2X STUDS (MIN.) COUPLER NUT. — SLACK JACK & — BEARING PLATE BY CLP (2) 1/2"0 THREADED RODS AT 3rd FLOOR STUDS: PROVIDE 2-2X STUDS (MIN.) COUPLER NUT SLACK JACK & BEARING PLATE BY CLP (2) 5/8"0 THREADED RODS AT 2nd FLOOR STUDS: PROVIDE 3-2X STUDS (MIN.) — PROVIDE 2-2X STUDS (MIN.) — PROVIDE 1-2X STUDS (MIN.) — COUPLER NUT SLACK JACK & BEARING PLATE BY CLP (2) 5/8"0 THREADED RODS AT 1st FLOOR STUDS: PROVIDE 3-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) ANCHORAGE TO FOUNDATION 5/8"0 X 12" EMBEDMENT EXPANSION ANCHOR @ INTERIOR CONDITION AND 5/8"0 X 10" EMBEDMENT SIMPSON SET EPDXY ANCHORS @ EDGE CONDITION 1/2"0 THREADED ROD 4th FLOOR 3rd FLOOR ® 1 1 I I I I I� 2nd FLOOR ® T 5/8"0 THREADED I I ROD 1st FLOOR I ( 2" 2" 7" 11" (MAX.) PLAN VIEW 1/2"0 THREADED ROD (TYP.) 4th FLOOR I 1/2"0 THREADED ROD (TYP.) 4th FLOOR I NOTES: 1.) ALL SHEAR WALL HOLDOWN RODS & HARDWARE SHALL BE INSTALLED AS EACH FLOOR IS BUILT. 2.) TYPICAL SHEAR WALL HOLDOWNS MAY NOT BE REQUIRED FOR ALL SHEAR WALLS. SEE BRACING PLAN FOR REQUIRED LOCATIONS. 3.) WHEN TWO SHEAR WALLS COME TOGETHER AT A CORNER CONDITION THEY MAY SHARE THE HOLDOWN. SEE BRACING PLAN & STUD ARRANGEMENTS AT CORNERS/INTERSECTIONS. IF NO HOLDOWN IS USED PROVIDE (2)-2X FULL HEIGHT STUDS (MIN.) AT END OF SHEAR WALL. 4.) COUPLER NUT NOT REQUIRED AT FOUNDATION IF ROD IS EMBEDDED INTO CONCRETE AS NOTED. USE SIMPSON ET ADHESIVE. 5.) RODS SHALL CONFORM TO ASTM A36 FY = 36 KSI FU = 58 E = 29,000 KSI 6.) MULTIPLE STUDS TO BE CONNECTED W/ .148"0 X 3 1/4" NAILS @ 12" O.C. 7.) DO NOT FIRE CAULK THE TOP OR BOTTOM PLATES AT THE HOLDOWN ROD LOCATIONS. 8.) "CLP SYSTEMS" COMPONENTS ARE APPROVED FOR SHEAR WALL END HOLDOWNS & FOR UPLIFT RESTRAINT. CONTACT THE "CLP" OFFICE FOR MORE INFORMATION AT 800- 214-7673. I N I N 3rd FLOOR M T 3rd FLOOR M T 1 /2"0 THREADED II ROD (TYP.) II 2nd FLOOR ® + ® I 2nd FLOOR ® + I I 1/2"0 THREADED 1 /2"0 ROD (TYP.) THREADED Project I I I ROD 1 st FLOOR ® } ® 1 st FLOOR ® ® 1 st THRU 4th FLOOR N O RT H G AT E 2„ 4„ 2„ 2„ 4„ 2„ PROPER 8" (MAX.) 8" (MAX.) 6" (MAX.) APARTMENTS TAUBER ROAD PLAN VIEW PLAN VIEW PLAN VIEW COLLEGE STATION, TX BEARING PLATE & NUT BY CLP BEARING PLATE & BEARING PLATE & NUT BEARING PLATE & NUT BY CLP BY CLP NUT BY CLP - 1/2"0 THREADED R ROD (TYP. U.N.O.) 1/2"0 THREADED 1/2"0 THREADED 1/2"0 THREADED ROD (TYP. U.N.O.) ROD (TYP. U.N.O.) ROD (TYP.) .1 IA STUDS: STUDS: PROVIDE 2-2X STUDS (MIN.) STUDS: PROVIDE 2-2X STUDS (MIN.) STUDS: PROVIDE 1-2X STUD (MIN.) CONSULTING PROVIDE 2-2X STUDS (MIN.) EACH SIDE ENGINEERS COUPLER NUT COUPLER NUT COUPLER NUT COUPLER NUT STRUCTURAL CONSULTANTS ASSOCIATBS, INC. J713.779,7252 12511 Emily Court SLACK JACK & BEARING PLATE BY SLACK JACK & SLACK JACK & SLACK JACK & I Sugar Land, Texas 77478 CLP BEARING PLATE BY BEARING PLATE BY BEARING PLATE BY CLP CLP CLP 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426,6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright @ SCA Consulting Engineers STUDS: STUDS: STUDS: STUDS: PROVIDE 2-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) PROVIDE 1-2X STUD (MIN.) This document is copyrighted and is an instrument of EACH SIDE service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in COUPLER NUT COUPLER NUT COUPLER NUT hard copy or electronic format other than for the specific COUPLER NUT purpose intended, without written permission from SCA SLACK JACK & SLACK JACK & SLACK JACK & Consulting Engineers is a violation of federal copyright law. BEARING PLATE BY CLP BEARING PLATE BY BEARING PLATE BY SLACK JACK & The ideas, concepts, inventions or methods described CLP CLP BEARING PLATE BY herein are Patent Pending and are the sole property of CLP SCA Consulting Engineers. ISSUE DATES Review Issue 1 '' �� •� L^ STUDS: STUDS: STUDS: -. STUDS: Bid Issue i*; PROVIDE 3 2X STUDS (MIN.) PROVIDE 3-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) PROVIDE 1-2X STUD (MIN.) 5/29/2013 i••••••••»••••••• •.........*. I CHRIS NEWHOUSE •i PROVIDE 2 2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) EACH SIDE Permit Issue •. .............»•... »•:.....i r80079 1, 'f NUT Construction issue ��/ `. COUPLER COUPLER NUT COUPLER NUT - ,SlZi113 SLACK JACK &BEARING PLATE SLACK JACK & SLACK JACK & COUPLER NUT BY CLP BEARING PLATE BY BEARING PLATE BY Revision Schedule CLP CLP SLACK JACK & Number Description Date (2)-5/8"0 THREADED RODS (2)-1/2"0THREADED RODS BEARING PLATE BY AT 1st FLOOR (2)-1/2"0 THREADED RODS AT 1st FLOOR CLP AT 1st AND 2nd FLOOR STUDS: STUDS: STUDS: STUDS: PROVIDE 3-2X STUDS (MIN.) W. PROVIDE 3-2X STUDS (MIN.) PROVIDE 3-2X STUDS (MIN.) PROVIDE 1-2X STUD (MIN.) PROVIDE 2-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) PROVIDE 2-2X STUDS (MIN.) EACH SIDE ANCHORAGE TO FOUNDATION ANCHORAGE TO FOUNDATION ANCHORAGE TO FOUNDATION — ANCHORAGE TO FOUNDATION 4 - STORYANCHORAGE ELEVATIONS 5/8"0 X 12" EMBEDMENT EXPANSION 1/2"0 X 7" EMBEDMENT EXPANSION 1/2"0 X 7" EMBEDMENT EXPANSION 1/2"0 X 7" EMBEDMENT EXPANSION ANCHOR @ INTERIOR CONDITION AND 5/8"0 X 10" EMBEDMENT SIMPSON SET-XP ANCHOR @ INTERIOR CONDITION AND COUPLER NUT ANCHOR @ INTERIOR CONDITION AND ANCHOR @ INTERIOR CONDITION AN EPDXY ANCHORS @EDGE CONDITION. 1/2"0 X 6" EMBEDMENT SIMPSON SET XP AS NEEDED COUPLER NUT 1/2"0 X 6" EMBEDMENT SIMPSON SET-X COUPLER NUT 1/2"0 X 6" EMBEDMENT SIMPSON SET X COUPLER NUT EPDXY ANCHORS @ EDGE CONDITION. AS NEEDED EPDXY ANCHORS @ EDGE CONDITION. AS NEEDED EPDXY ANCHORS @ EDGE CONDITION. AS NEEDED SEE NOTE #4. SEE NOTE #4.A SEE NOTE #4. SEE NOTE #4. ANCHORAGE TYPE O I . Nviv,,nF- i ANCHORAGE TYPE D O 1 OONCR.ETa: CONCRETE' CONCRETE• ANCHORAGE TYPE O ANCHORAGE TYPE ANCHORAGE TYPE O TYPICAL SHEAR WALL END ANCHORAGE ELEVATIONS 1 /4„ = 1'-0„ Drawn MTB Check Date Issue Date Project 213081 Sheet 59.02 7 N N 0 LO co 0 N N i 0 ATc _K19 ATS-BP6-3. ATIE C AT X ATS. ATS-BP9- ATS-HSI ATS-H ATS-SR9i ATS-C- T&B REINF. ATS-N4 ATS-BP4-3X3.5 ATS-R4-12 CNW1/2 ATS-R4-6 ATS-C74 ATS-IN7-KT ATS-BP7-3X5.5 ATS-R7-12 CNW7/8 ATS-R7-12 ATS-CTUD77 W-3:79ing SIDE 6" PLATE HEIGHT: 19.50 FT MAX �`— SOLID BLOCKING (TYP) 6" PLATE HEIGHT: 19.50 FT MAX .....�� .-. �..� LTDS4131 Q�- - !!a � A 718" DIA ANCHOR ROD (ATS-AB7) W/ 16" MIN. EMBEDMENT (4) #3@4"O.C. CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue1>> Bid Issue 5/29/2013 . ' «................. CHRIS NEWHOUSE Permit Issue ••• .i ft A. 80079 f Construction �� • �' ter' issue �rt�ZONAt�'.." Revision Schedule Number Description Date ATS HOLDDOWN SYSTEM DETAILS 3/4" = 1'-0" E 0 .� U u Drawn MTB Check Date Issue Date Project 213081 Sheet s9.o3 N 0 iri co T O N N LO 0 76 U J 1. ATS IS AN ASSEMBLAGE OF STEEL COMPONENTS, WHICH INCLUDE RODS, PLATES, COUPLER NUTS, TAKE-UP DEVICES AND NUTS. STUDS, POSTS AND BLOCKING ARE NOT SHIPPED WITH THE ANCHOR TIEDOWN SYSTEM. COMPRESSION MEMBERS SHOWN ARE THE MINIMUM SIZES BASED ON FULL SECTION MEMBERS, WITH THE SPECIFICATIONS NOTED BELOW, AND ARE BASED ON LOADS MATCHING THE TENSION FORCE OF THE ROD UNLESS SPECIFIC INSTRUCTIONS OR COMPRESSION FORCES ARE PROVIDED BY THE DESIGNER. THE DESIGNER IS RESPONSIBLE FOR COORDINATION OF LUMBER SPECIFICATIONS, STUD AND POST DESIGN DUE TO CODE LOAD COMBINATIONS AND MODIFICATIONS (HOLES, NOTCHES, ETC) TO THE STUDS AND POSTS. 2. SIMPSON STRONG -TIE IS PROVIDING THE ANCHOR TIEDOWN SYSTEMS TO MEET THE DESIGN FORCES PROVIDED AND DETERMINED BY THE DESIGNER. SIMPSON STRONG -TIE HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR ANY OF THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES RELATED TO THE BUILDING. THE DESIGNER IS RESPONSIBLE FOR EVALUATING THE EFFECTS OF LUMBER SHRINKAGE AND ATS ELONGATION ON SHEARWALL DRIFT. SIMPSON STRONG -TIE HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR VERIFYING THE SHEARWALL SYSTEM'S ADHERENCE TO BUILDING CODE DRIFT REQUIREMENTS OR ITS PERFORMANCE IN CONSIDERATION OF STRUCTURAL DEFORMATION COMPATIBILITY. THESE DRAWINGS ARE SPECIFIC TO ATS AND AREN'T APPLICABLE TO OTHER MANUFACTURER TIE DOWN SYSTEMS. 3. ALL COMPRESSION LUMBER IS BASED ON THE FOLLOWING, UNO: BY DESIGNER 2X4: 2X6: 3X4: 3X6: 4X: 6X: ALL WOOD PLATES (TOP AND SOLE/SILL) ARE BASED ON THE FOLLOWING, UNO: DEL Willi F'cperp = 625 PSI 4. LUMBER SPECIFICATIONS BETWEEN THESE DRAWINGS AND THE PROJECT STRUCTURAL DRAWINGS MAY VARY AND RESULT IN LOWER ALLOWABLE COMPRESSION CAPACITIES. THE DESIGNER IS RESPONSIBLE FOR REVIEW AND ACCEPTANCE OF THE ATS INSTALLATION DRAWING LUMBER SPECIFICATIONS. 5. SPACING BETWEEN COMPRESSION MEMBERS SHALL BE 6" MAX AT ALL LOCATIONS EXCEPT BRIDGE BLOCK TERMINAIION WHERE THE FULL HEIGHT STUDS SHALL BE SPACED AT 9" MAX. THE 6" MAX SPACING MAY BE INCREASED TO 9" MAX UPON APPROVAL OF THE DESIGNER. 6, CONTRACTOR OR INSTALLER OF ATS SHALL CUT RODS TO LENGTH AS REQUIRED. 7. DO NOT WELD PRODUCTS LISTED UNLESS THESE DRAWINGS SPECIFICALLY IDENTIFY A PRODUCT AS ACCEPTABLE FOR WELDING, OR UNLESS SPECIFIC APPROVAL FOR WELDING IS PROVIDED BY SIMPSON STRONG -TIE. SOME STEELS HAVE POOR WELDABILITY AND A TENDENCY TO CRACK WHEN WELDED. CRACKED STEEL WILL NOT CARRY LOAD AND MUST BE REPLACED. 8. FUIIY ENGAGE EACH ROD INTO THE SPECIFIED COUPLING NUT OR CTUD UNTIL EACH ROD CAN BE SEEN FULLY IN THE WITNESS HOLES. 9. INSTALL NUTS AND ISOLATOR NUTS SNUG TIGHT, PLUS AN ADDITIONAL 1/2 TURN. 10. IN THE EVENT OF A DISCREPANCY BETWEEN THE STRUCTURAL DRAWINGS AND THESE INSTALLATION DRAWINGS, THE STRUCTURAL DRAWINGS ALWAYS GOVERN. 11. SIMPSON STRONG -TIE HIGHLY RECOMMENDS THAT A PRE -CONSTRUCTION MEETING BE HELD PRIOR TO PLACEMENT OF CONCRETE TO ASSIST IN THE INSTALLATION PROCESS AND VERIFY QUANTITIES. TO COORDINATE THIS MEETING, CAII SIMPSON SALES AT 800-999-5099. PLANS ARE NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RESPONSIBLE DESIGNER AND THE GOVERNING BUILDING JURISDICTION. 1 GENERAL NOTES AND CONDITIONS OF USE AC FIVA110N PIN WITNFSS 1101 FS FA SIDE OF CTUD 21 MODEL NO. THREADED THREADED ROD SIZE (IN) W (IN) L (IN) COlAPENSAI COMPENSATION (IN) ATS-CTUD55 5/8-5/8 1 7/8 5 1 ATS-CTUD65 3/4-5/8 2 5 1/2 ATS-CTUD66 3/4-3/4 2 5 1/2 ATS-CTUD75 7/8-5/8 2 5 1/2 ATS-CTUD76 7/8-3/4 2 5 1/2 ATS-CTUD77 7/8-7/8 2 5 1/2 ATS-CTUD87 1-7/8 2 1/2 6 1/8 ATS-CTUD88 1-1 2 1/2 6 1/8 ATS-CTUD97 1 1/8-7/8 2 1/2 1 6 1/8 ATS-CTUD98 1 1/8-1 2 1/2 6 1/8 ATS-CTUD99 1 1/8-1 1/8 2 1/2 1 6 1/8 INSTALLATION CTUD 1. THREAD THE CTUD ONTO THE THREADED ROD BELOW, POSITIONING IT WITH ACTIVATION PIN FACING OUT. 2. THREAD THE ROD ABOVE INTO THE CTUD. RODS ARE INSTALLED CORRECTLY WHEN VISIBLE THROUGH THE WITNESS HOLES. DO NOT REMOVE ACTIVATION PIN UNTIL THE ISOLATOR NUT (IN) IS INSTALLED AT LEVEL ABOVE. 3. SECURE ROD AT LEVEL ABOVE WITH BEARING PLATE AND IN. ATTACH IN TO SOLE PLATE WITH PROVIDED SCREW. 4. REMOVE ACTIVATION PIN AFTER LEVEL ABOVE IS SECURED WITH IN. 5. THE CTUD MAY BE INSTALLED IN EITHER DIRECTION. COUPLING TAKE UP DEVICE (CTUD) STRONG -ROD MODEL NO. ROD DIA. IN. COLOR CODE SR4 1/2 YELLOW SR5 5/8 BLUE SR6 3/4 RED SR7 7/8 GREEN SR8 1 WHITE SIR SR10 1 1/8 ORANGE 1 1/4 PURPLE SR51-1 - SR6H 5/8 BLUE 3/4 RED SR7H 7/8 GREEN SR8H SR9H 1 WHITE 1 1/8 ORANGE SR10H SR�H150 1 1/4 PURPLE 1 1/8 ORANGE SR1)H150 1 1/4 PURPLE SMOOTH SHANK -•-I 12 f--- 48 MODEL NUMBER STRONG -ROD .� 123456 UNC THREADS STRONG -ROD L A 01.75 r -- 2 TYP i' L 1 1/8-7 MODEL NUMBER STRONG -ROD L123456 UNC THREADS STRONG -ROD XL STRONG-RODXL ROD DIA.3 A L COLOR IN. CODE MODEL N0. SR9H/14-5 1 3/4-1 1/8 6" 6'-0" SR9H/14-7 1 3/4-1 1/8 2 1/2" 7'-5" ORANGE SR911150/14-7 1 3/4-1 1/8 2 1/2" 7'-5" NOTES 1, STRONG -ROD IS UNCOATED OR PLAIN BLACK STEEL. 2. STRONG -ROD MODEL DESIGNATION: THE NUMBER FOLLOWING ATS-SR(#) REPRESENTS THE ROD DIAMETER IN 1/8" (i.e. ATS- SR5 IS A 5/8" DIAMETER ROD). 3. STRONG -ROD XL ARE 1 3/4" DIA WITH 1 1/8" THREADED ENDS AND ARE USED TO REDUCE ELONGATION. 4. ATS-R MAY BE SUPPLIED IN PLACE OF SAME SIZE ATS-SR. ATS-HSR MAY BE SUPPLIED IN PLACE OF SAME SIZE ATS-SRH. :5 STRONG -ROD ATS-NUT ATS-PLATE WASHER ATS-B EARING PLATE ATS-CTUD ATS STRONG -ROD ATS-TUD SOLID BLOCKING MODEL MAXIMUM THREADED ROD W (IN) L (IN) COMPENSATION NO. SIZE (IN) (IN) ATS-ATUD5 5/8 1 3/8 2 3/4 A71 S-ATUD9 1 1/8 2 1/8 2 1/4 1 ATS-TUD9 1 1/8 2 1/8 2 1/4 1 ATS-ATUD9-2 1 1/8 2 1/8 3 7/8 2 ATS-TUD10 1 1/4 2 3/8 2 1/4 1 ACTIVATION PIN ROD DIA +1/16" 3/4 > I`__ W -I' 3 ATS-TUD ATS-DW INSTALLATION 1. PLACE TUD OVER ROD FROM LEVEL BELOW ONTO APPROPRIATE BEARING PLATE. 2. INSTALL PLATE WASHER, AND SECURE THE NUT ON TOP. FINGER TIGHTEN NUT PLUS AN ADDITIONAL 1/2 TO 1 /3 TURN WITH WRENCH. 3. REMOVE ACTIVATION PIN. 41 TAKE UP DEVICE (TUD) ISOLATOR NUT #8x3" SCREW (PROVIDED) ISOLATOR NUT AT ANY LEVEL ABOVE CTUD ATS-B P 51 ISOLATOR NUT DETAIL MODEL ATS PLATE DIMENSIONS COLOR CODE W (IN) L (IN) t (IN) D hole (IN) Drod (IN) ATS-BP5-3x3.5 3 3 1/2 3/a 1Yls 6/a BLUE ATS-B P5-3x5.5 3 5 1/2 % V16 % BLUE ATS-B P5-5x5.5 5 5 1/2 3/4 1 % B LUE ATS-BP6-3x5.5 3 5 1/2 5/a is a RED ATS-BP6-5x5.5 5 5 % % t3 16 3 4 RED ATS-BP7-3x5.5 3 5 1/2 % 1716 GREEN ATS-BP7-5x5.5 5 5 1/2 % 1716 '/a GREEN ATS-BP8-3x5.5 3 5 92 ZL 1 Ts_ 1 WHITE ATS-B P8-5x5.5 5 5 1/2 z 1 1661- 1 WHITE ATS-B P9-3x5.5 3 5 1/2 % 1 3/16 1 % ORANGE ATS-BP9-5x5.5 5 5 1/2 % 1 3/t6 1 1/a ORANGE ATS-BP10-3x9 3 9 1 1 5/16 1 1ja PURPLE ATS- BP10-3x12 3 12 1 1/2 1 5/16 1 1ja PURPLE ATS- BP10-3x15 3 15 1 3/4 1 5/t6 1 1/4 PURPLE ATS-BP10-5x9 5 9 1 1 5/16 1 1ja PURPLE ATS-BP10-5xl2 5 12 1 1/2 1 'A6 1 1/4 PURPLE PER -' SCHEDULE �t 6 BEARING PLATES BEARING PLATES ARE COLOR CODED TO MATCH RODS NOTE: NO SPLICE IN TOP PLATE IS PERMITTED WITHIN 8" OF ATS-SR 1/4" RECOMMENDED ISOLATOR NUT W/ #8x3" SCREW (FLUSH MIN.) NOTE: USE HEAVY HEX NUT .IF CTUD NOT AT LEVEL BELOW ATS BEARING PLATE II I TOP PLATES ATS-CTUD w Cn ¢^ z cn Cw w w o cn BOLT HOLE OVERSIZED 1/4" RECOMMENDED ATS-SR TOP LEVEL COMPRESSION MEMBERS SEE ELEVATIONS FLOOR LEVEL FOUNDATION TS-SR COMPRESSION MEMBERS ATS-TUD OR ATUD ATS BEARING PLATE SOLID BLOCKING CONTINUOUS BETWEEN OUTSIDE EDGES OF POSTS BELOW (TYP) NOTE: ALTERNATE BLOCKING ALLOWED W/ SOLID BLOCKING EQUALING FULL WIDTH OF POSTS BELOW PLACED ON EA SIDE OF ROD W/ 3" MAX SPACING BETWEEN BLOCKING BOLT HOLE: OVERSIZED 1/4" RECOMMENDED COMPRESSION MEMBERS ATS-SR ATS-COUPLER ANCHOR FOR TENSION ONLY OVERSIZE SILL HOLE TO AVOID CONTACT WITH SILL SILL PLATE FOUNDATION AND REINFORCING BY DESIGNER ANCHOR BOLT AS SPECIFIED 71 INSTALLATION DETAILS o �0 11 ►` - TUD (OR CTUD BELOW) STRAPS 1. VERTICAL STRAPS ARE SOLD SEPARATELY, UNO. 2. WHEN STRAPS OCCUR WITH ATS, REFER TO THE STRUCTURAL DRAWINGS AND ATS INSTALLATION DETAILS. 3, REFER TO THE APPLICABLE CODE FOR MINIMUM NAIL EDGE AND END DISTANC ES. 8I ALT. STRAP TRANSITION MODEL D (IN) H (IN) W (IN) ATS -1/2-2B 2 16 3 ATS-1/2-2C 2 16 3 ATS-1/2-2D 3 16 3 ATS-1/2-2E 3 16 3 ATS-1 /2 C AG N ATS-ATR COMP N SEE ELEV TEEL B EAM PE DE IGN R H D") W: 9 ATS WELDAB LE CAGES cLq •• 1 DEGREE MAX. PER FLOOR SEE SABLE B ELOW IlNUT & CL AT PLUMB OF PLATE ANCHOR BELOW STRONG -ROD COUPLER Ow F 1 DEGREE MAX. ISOLATOR NUT & PLATE PER FLOOR SEE TABLE BELOW M" 1_ 1......_.........._..._ NOTE: A 1 DEGREE MAXIMUM OFFSET OF THE ROD IS PERMITTED AT EACH LEVEL ALLOWABLE HORIZONTAL OFFSET PLATE HEIGHT OFFSET 4'-4" (BRIDGE BLOCK) 0.875" 8'-0" 1.625" 9'-0" 1.875" 10'-0" AND GREATER 2" CL AT PLUMB OF ANCHOR BELOW 101 ALLOWABLE ROD OFFSET NAIL TO EA STUD W/ SPECIFIED EDGE NAILING BY DESIGNER X TOTAL NUMBER OF STUDS BUT NOT TO EXCEED 12" O/C MEMBERS ON EITHER SIDE OF STRONG ROD 11 SHEARWALL EDGE NAILING SEE ELEVATIONS STU D DITIONAL LUMBER R ELEVATIONS 71PSON SSP �E ( 1 ) FOR EAC H OVER BEARING ATE E-BP10 LE PLATE 121 STUDS OVER ATS-BP10 PLATES STITCH OUTSIDE STUD TO INSIDE STUD WITH 10d NAILS AT 3" O/C STUDS WHICH REC EIVE BOUNDARY NAILING OR B OLT AS IFIED SHIM STUD SITS ON BEARING PLATE ATTACHED TO POSTS W/ 10d NAILS AT 3" O/C. DO NOT ATTACH TO SHEATHING HDQ8-SDS3 ATS-NUT ATS-PLATE WASHER ATS-TUD OR ATUD ATS-BEARING PLATE 13I ALT. HD08-SDS3 DETAIL HEADER PER ELEVATIONS FULL HEIGHT STUDS EA SIDE W/ EDGE NAILING SPECIFIED BY DESIQNUR DO NOT NAIL HEADER EXCEPT TOE NAIL TO CRIPPLE STUDS 1/4" MIN 1/4" MIN 52 IN HEIGHT NAILS PER ELEVATIONS ATS-BEARING I SCHEDULED PLATE CRIPPLE SPACING 'f STUDS PER ELEV O 1" MIN END DIST BRIDGE BLOCK INSTALLATION DETAILS BRIDGE BLOCK NOTES 1. CRIPPLE STUDS SHALL BE 2X MEMBERS ONLY AND BE FIELD NAILED. 2. CRIPPLE STUDS SHALL BE NAILED TO FULL HEIGHT STUDS PER ELEVATION DRAWINGS AND DETAILS ABOVE. IF (2) CRIPPLE STUDS ARE REQUIRED ON EACH SIDE OF ROD, DIVIDE NUMBER OF NAILS BY 2 AND INSTALL INTO EACH CRIPPLE. 3_ CRIPPLE STUDS MAY BE NAILED TO FULL HEIGHT STUDS FROM EITHER SIDE. 4. IF 6" HEADER IS SOLID SAWN, IT MUST BE A MINIMUM #1 GRADE_ SCL IS ALSO ACCEPTABLE. 5. FOR SIDS SCREW OPTIONS, CONTACT SIMPSON STRONG -TIE. 141 ALT. BRIDGE BLOCK DETAIL ANCHOR BOLT LAYOUT POST SIZE "a" W/ 6" SPACING BETWEEN STUDS "a" W/ 9" SPACING BETWEEN STUDS 2x4 or 2x6 4 1/2" 6" 3x4 or 3x6 5 1/2" 7" 2 2x4 or 2-2x6 6" 7 1/2 2-3x4 or 2-3x6 8" 9 1/2" 4x6 or 6x6 8 1/2" toll 48 10 1/4" 11 3/4" 6x8 10 1/2" 12" 400 12 1/4" 13 3/4" 6x10 12 1/2" 14" 1. COMPRESSION MEMBERS DO NOT INCLUDE TRIMMERS. 2. LOCATE ANCHOR BOLT W/ NARROWEST COMPRESSION MEMBER. 3. WHEN SHEARWALLS MEET IN A CORNER AND SHARE A COMMON CORNER POST, THE POST SHALL BE THE LARGER OF THAT SPECIFIED FOR EACH INDIVIDUAL SHEARWALL. .► SEE ELEVATIONS (TYP) COMPRES MEMBER iI i Ivi COMPRESSION MEMBER CORNER MID -WALL 151 ANCHOR BOLT LAYOUT 7 42 PERPENDICULAR TO WALL H ATS-ABR5Hx24 � ATS � LENGTH ANC HOR DIAMETER BOLT AND GRADE Units in 1/8" Increments (Ex: 9 = 9/8 OR 1 1/8" L PLATE WASHER BY DESIGNER ATS-ABR NOTES 1. ATS ANCHOR BOLTS AVAILABLE IN 5/8" THRU 1 1/4" DIA IN STANDARD AND HIGH STRENGTH. HEAVY HEX NUT 2. ANCHOR BOLT SIZE AND LENGTH BY DESIGNER. OR NUT FROM 3_ LENGTHS AVAILABLE IN 18", 24", 30", AND 36". ATS-ABL ATS-AB MODEL NO. ANCHOR BOLT DIAMETER AB L4-1 1 /2 ABL5-1 5/8" ABL6-1 3/4" ABL7-1 7/8" AB L8-1 1" ABL9-1 1 1/8" AB L10-1 1 1/4" ATS-ABL NOTES AND INSTALLATION 1. ABL CAN BE USED FOR TENSION OR SHEAR BOLT APPLICATIONS. 2. MODELS SHOWN PROVIDE 1" STANDOFF. A 1 1/2" STANDOFF ALSO AVAILABLE. 3. MODELS WITH OST NUTS AVAILABLE FOR USE WITH HOG RODS. 4. ATTACH ABL TO FRAMEWORK WITH (2) MIN NAILS OR SCREWS. 5. ATTACH THE UPPER NUT AND PLATE WASHER TO THE ABR OR THREADED ROD. 6. THREAD THE ABR OR THREADED ROD INTO THE ABL UNTIL IT BOTTOMS OUT ON THE PLATE WASHER. 161 ANCHOR BOLTS & ANCHOR BOLT LOCATOR TAUBER ROAD COLLEGE STATION, TX CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX 713.779.1173 email: sca@acahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue �^ ' •� �Z,,l Bid Issue iP*''�.•*�I 5/29/2013 ........ .................... CHRIS NEWHOUSE j Permit Issue ••:••••• ••••;•• .i +r i 80078 r �' Issue ruction k�o.iac� Revision Schedule Number Description Date ATS HOLDDOWN SYSTEM Drawn MTB Check Date Issue Date Project 213081 Sheet S9,04 :w LO q? 0 LO O N N c' 1 FYI > E a� 0 co E z w U W 0 O z CO 0 co r N c a) E 0 0 E to 2 >, 0 U) Z) U E 0 Irz N ii 1 1/4" THIS SIDE NAIL FAR SIDE NAIL STUDS A SECTION .148"0 X 3" NAILS @ 4" O.C. STAGGERED SEE STUD SCHEDULE ------- AND SHEAR WALL SCHEDULE AS NOTED ON PLAN (TYP.). SHEAR WALL EDGE NAILING PANEL JOINT, VERTICAL OR HORIZONTAL TYPICAL STUD CHANGE IN SHEAR WALL 1" = 1'_0" BOTTOM PLATE OF WALL 2X NAILER - RIP TO FIT TOP FLANGE WIDTH SEE TYPICAL SHEAR WALL - END ANCHORAGE ELEVATIONS BOTTOM PLATE OF WALL SEE TYPICAL SHEAR WALL END ANCHORAGE ELEVATIONS. COUPLER WELD SIZE TO EQUAL RADIUS OF COUPLER E70XX FLOOR SHEATHING STEEL BEAM SEE PLAN FLOOR SHEATHING FLUSH BEAM SEE PLAN 3 5/8"OX1" COUNTERSINK 3 1/2"OX1/4" WASHER WHERE REQUIRED CRIMP THREADS BEAM CONNECTION 1" = 1'-0" SHEAR WALL SEE BRACING PLAN SHEAR WALL HOLDOWN SEE BRACING PLAN PLUMBING CHASE TYP. PLUMBING CHASE 1 " = 1'-0" 2X WALL NOTE: SHEAR WALL SHEATHING TO BE CONT. FROM BOTTOM PLATE TO TOP PLATE. TYP. FURR DOWN at SHEAR WALL 5 1 = 1'-0" STUDS .148"0 X 3" NAILS VARIES/ @ 4" O.C. STAGGERED CS16 STRAP W/ 11-.148"0 X 3" NAI LS EA. END OF STRAP @ SILL PLATE SPLICE. (TYP.) ASEE STUD SCHEDULE AND SHEAR WALL SCHEDULE AS NOTED ON PLAN (TYP.). SHEAR WALL EDGE NAILING SHEAR WALL SHEATHING SHALL EXTEND FROM BOTTOM PLATE TO TOP PLATE FLOOR SYSTEM VARIES, SEE DETAILS WITH SHEAR WALLS, SEE FRAMING PLAN FOR SECTIONS CUTS CEILING LINE � TYP. SHEAR WALL at TUB / 1 " = 1'-0" SHEAR WALL SCHEDULE: (6)(7)(8)(9)(10)(13)(14) SHEAR WI PANEL (TN :QUI RED EMBER AILING SHEAR WALL 0 INTERSECTING PARTY WALLS PARTY WALL HOEDOWN STUDS REQUIRED EXT. EDGE PER HOLDOWN OF SLAB z 2 Cl) CONT. SHEAR WALL EDGE NAILING PANEL TYP. SHEAR WALL SHEAR WALL PANEL PANEL SHEAR WALL Cad INTERSECTING PARTY WALLS 1. ADDITIONAL STUDS MAY BE REQUIRED AT END. SEE TYPICAL SHEAR WALL HOLDOWN DETAILS, 2X8'S W/ 1/2" WSP AS NEEDED OR 2X STUDS. FILL SPACE SOLID CONT. ' SHEAR WALL EDGE NAILING PANEL TYP. SHEAR WALL SHEAR WALL PANEL PANEL PARTY WALL HOLDOWN SHEAR WALL (a) INTERSECTING PARTY WALLS 1. ADDITIONAL STUDS MAY BE REQUIRED AT END. SEE TYPICAL SHEAR WALL HOLDOWN DETAILS. SHEAR W1 PANEL (TY `- EDGE NAILING TYP. SHEAR WALL Cad INTERSECTING PARTY WALLS NOTES: 1. SEE BRACING PLAN FOR TYPE & LOCATION OF SHEAR WALL; SEE SHEAR WALL SCHEDULE FOR NAILING REQUIREMENTS, 2. SEE BRACING PLAN & TYPICAL SHEAR WALL HOLDOWN ELEVATIONS FOR END CONNECTION AND FRAMING REQUIRED AT EACH FLOOR. 3. NAIL ALL STUDS AT INTERSECTIONS TOGETHER W/ .148"OX3" NAILS @ 4"O.C. (STAGGER WHEN POSSIBLE). 4. SHEAR WALL EDGE NAILING TO BE STAGGERED WHEN POSSIBLE. HOLDOWN SHEAR WALL PANEL SHEAR WALL EDGE NAILING CONT. PANEL SHEAR WALL INTERSECTING SHEAR WALLS 1. ADDITIONAL STUDS MAY BE REQUIRED AT END SEE TYPICAL SHEAR WALL HOLDOWN DETAILS. STUD ARRANGEMENTS at CORNERS/INTERSECTIONS 1" = 1'-0" CONT. SHEAR WALL PANEL SHEAR WALL EDGE NAILING (TYP.) SHEAR WALL (a) INTERSECTING WALLS 3" MIN. SHEAR WALL PANEL EXT. EDGE OF SLAB HOLDOWN 1 LOWER CAPACITY SHEAR WALL SHEAR WALL PANEL SHEAR WALL EDGE NAILING HIGHER CAPACITY SHEAR WALL SHEAR WALLS Cc) INSIDE CORNER 1. ONE HOLDOWN MAY BE DESIGNED FOR BOTH SHEAR WALLS SHOWN. SEE BRACING PLAN. 2. ADDITIONAL STUDS MAY BE REQUIRED AT THE CORNER. SEE TYPICAL SHEAR WALL HOLDOWN ELEVATIONS. LOWER CAPACIT` SHEAR WALL SHEAF PANEL EXT. EDGE OF SLAB SHEAR WALL EDGE NAILING HOLDOWN HIGHER CAPACITY SHEAR WALL SHEAR WALLS 0) OUTSIDE CORNER 1. ONE HOLDOWN MAY BE DESIGNED FOR BOTH SHEAR WALLS SHOWN. SEE BRACING PLAN. 2. ADDITIONAL STUDS MAY BE REQUIRED AT THE CORNER. SEE TYPICAL SHEAR WALL HOLDOWN ELEVATIONS. SHEARWALL TYPE SHEATHING TYPE LOCATION (3)(4) EDGE NAILING (3)(4) FIELD NAILING BLOCKED EDGES (6)(7)(11)(12)(17)(19) SOLE OR SILL PLATE ANCHORAGE TO CONCRETE CONNECTION OF BOTTOM PLATE TO TOP PLATE/ BLOCKING CAPACITY (pLF) SHEARWALL TYPE cn 3/8' MINIMUM EDGE -NAIL @ALL OTHER -VERTICAL ANCHOR BOLT USE MECHANICAL ANCHOR @INT. CONDITION POWDER ACTUATED NAILS -WIND LOAD M (D cc Q w UJ U DISTANCE. MAY BE SUPPORTS AND (RECOMMENDED CONCRETE ANCHORAGE) USE ADHESIVE ANCHOR EDGE CONDITION @ FASTENERS ALTERNATE ( SCREWS CAPACITIES UNIFORM BLOCKING O z o = O z o = ¢ ¢ STAGGERED WHERE HORIZONT (BOLT PLACED BEFORE CONCRETE IS POURED AND EMBEDDED INTO CONCRETE. ALTERNATE CONCRETE ANCHORAGE ( ) CONCRETE ANCHORAGE ) FOR S.Y.P. En E- CO ¢ < = MULTIPLE STUDS AL JOINTS OR D.F.L. m w m = - p OCCUR. (DEPTH OF -3" MINIMUM EMBEDMENT INTO CONCRETE FOR -MINIMUM INT. CONCRETE EDGE DISTANCE FOR 1/2" 0 = 7"; -0.148"0 X 31/4" -SLANT NAILS -1/4"X8" SIMPSON SDS STUD SHEAR '� U' U' 2 J w J BLOCK TO 1/2"0 ANCHOR BOLTS. 5/8" I� = 9";ALL BOLTS CLOSER TO A EDGE ARE -MINIMUM CONCRETE LONG NAILS PER BLOCK SCREWS AT LOCATIONS WALLS!") /-� !:;CC ¢ MATCH -8" MINIMUM EMBEDMENT INTO CONCRETE FOR CONSIDERED EDGE CONDITIONS. NO BOLTS SHALL BE EDGE DISTANCE = 7" -USE STAGGERED NAILING EQ. SPACED WITH TOP CHORD BEARING ( ) ,c� o ao C-0 O N N w = u_ = tL DEPTH OF 5/8"0 ANCHOR BOLTS. PLACED CLOSER THAN 2" FROM EDGE OF CONCRETE. EXP. ANCHORS =MINIMUM EMBEDMENT INTO CONCRETE -HILT[ DS62P10 PINS OR PATTERN (U.N.O.) TRUSS ON DOUBLE TOP O �/ .- � ,- ,- v7 O cn O WALL) HILT[ X-U62 (OR EQUAL) -SEE NOTE (20) FOR PLATE, ALL OTHER TO MATCH WET SET OPTION -EPDXY ANCHORS = MINIMUM NAILING PATTERNS LOCATIONS SHALL BE EMBEDMENT INTO CONCRETE TO MATCH WET SET OPTION 1/4"X6" SIMPSON SIDS -SEE FOOTNOTE (11) SCREWS. A • • 0.148"0 X 3" LONG 0.148"0 X 3" LONG 2-20 8) 5/8"0 @ 15" O.C. 5/8"0 @ 15" O.C. N/A TWO ROWS @ 2" O.C. LTP4@6" O.C. 6" O.C. 1,078 @ 2" O.C. @ 12" O.C. A 5/8"0 @ 7" O.C. @ DOUBLE SIDED WALL 5/8"0 @ 7" O.C. @ DOUBLE SIDED WALL N/A N/A N/A 3" O.C. @ DOUBLE SIDED WALL 2,156 B ® 0 0.148"0 X 3" LONG 0.148"0 X 3" LONG 2-2X(18) 5/8"0 @ 20" O.C. 5/8"0 @ 20" O.C. N/A TWO ROWS @ T O.C. LTP4@8" O.C. 8" O.C. 840 5/8"0 @ 10" O.C. @ DOUBLE SIDED WALL 5/8"0 @ 10" O.C. @ DOUBLE SIDED WALL N/A N/A NIA 4" O.C. @ DOUBLE SIDED WALL 1.680 @ 3" O.C. @ 12" O.C. B C • • 0.148"0 X 3" LONG 0.148"0 X 3" LONG 2X 5/8"0 @ 24" O.C. 5/8"0 @ 24" O.C. N/A ONE ROW @ 2" O.C. LTP4@10" O.C. 14" O.C. 644 @ 4" O.C. @ 12" O.C. 5/8"0 @ 12" O.C. @ DOUBLE SIDED WALL 5/8"0 @ 12" O.C. @ DOUBLE SIDED WALL N/A TWO ROWS @ 2" O.C. LTP4@5" O.C. 7" O.C. @ DOUBLE SIDED WALL 1,288 C D • • 0.148"0 X 3" LONG 0.148"0 X 3" LONG 2X 5/8"0 @ 40" O.C. 5/8"0 @ 40" O.C. N/A ONE ROW @ 3" O.C. LTP4@16" O.C. 18" O.C. 434 @ 6" O.C. @ 12" O.C. D 5/8"0 @ 20" O.C. @ DOUBLE SIDED WALL 5/8"0 @ 20" O.C. @ DOUBLE SIDED WALL N/A TWO ROWS @ T O.C. LTP4@8" O.C. 9" O.C. @ DOUBLE SIDED WALL 868 E (1) • 6d WB @ 7" O.C. 6d WB @ 7" O.C. 0 NO 1/2"0 @ 48" O.C. 1/2"0 @ 48" O.C. 16" O.C. 12" O.C. 5 54" O.C. E (1) • 6dWB@7"O.C. 6dWB@7"O.C. 115 F • 0 6d WB @ 4" O.C. 6d WB @ 4" O.C. NO 1/2"0 @ 48" O.C. 1/2"0 @ 48" O.C. loll O.C. 10" O.C. 5 42" O.C. 145 F H • • 6d WB @ 4" O.C. 6d WB @ 4" O.C. 2X 1/2"0 @ 48" O.C. 1/2"0 @ 48" O.C. 8" O.C. 8" O.C. 5 36" O.C. 175 H L (2) • • 6d WB @ 7" O.C. 6d WB @ 7" O.C. NO 1/2"0 @ 48" O.C. 1/2"0 @ 48" O.C. 6" O.C. 6" O.C. 5 24" O.C. L (2) • 0 6d WB @ 7" O.C. 6d WB @ 7 O.C. NO 200 M (2) • • 6d WB @ 4" O.C. 6d WB @ 4" O.C. NO 1/2"0 @ 30" O.C. 1/2"0 @ 30" O.C. 4" O.C. 5" O.C. 5 18" O.C. M(2) • • 6dWB@4"O.C. 6dWB@4"O.C. 2X 290 N • • 6d WB @ 4" O.C. 6d WB @ 4" O.C. 2X 1/2"0 @ 24" O.C. 1/2"0 @ 24" O.C. 3" O.C. 4" O.C. 5 18" O.C. 350 N R • 0 6d WB @ 4" O.C. 6d WB @ 4" O.C. NO 1/2"0 @ 30" O.C. 1/2"0 @ 30" O.C. 4" O.C. 5" O.C. 5 18" O.C. 290 R S (16) • X 3" LONG 148@ 2" O.C. @ 148"0 X 3" LONG @ 12" O.C. 4X OR 3X 5/8"0 @ 12" O.C. 5/8"0 @ 12" O.C. N/A N/A LTP4@5" O.C. 5" O.C. 1,218 S T • 20 8d WB @ 7" O.G. 8d WB @ 7" O.C. 2X 1/2"0 @ 30" O.C. 1/2"0 @ 30" O.C. 4" Q.C. 6" O.C. 5 18" O.C. 250 T • 8d WB @ 7" O.C. 8d WB @ 7" O.C. 2X 250 FOOTNOTES: (1) E OR L TYPE SHEAR WALLS CAN USE EITHER 5/8" OR 1/2" GYP WALLBOARD OR GYP SHEATHING. (2) SHEATH ONE FACE OF WALL WITH 1/2" GYP WALLBOARD OR GYP SHEATHING AND THE OTHER WITH 5/8" GYP WALLBOARD OR GYP SHEATHING. (3) WB = WALLBOARD NAILS: 6d WB = COOLER (0.092"0, 1-7/8" LONG, 1/4" HEAD) OR WALLBOARD (0.0915"0, 1-7/8" LONG, 19/64" HEAD) NAILS. (4) ON THE EXTERIOR FACE OF ALL EXTERIOR GYPSUM SHEAR WALLS USE No.11 GAGE, 1-3/4" LONG, 7/16" HEAD DIAMOND POINT, GALVANIZED NAILS. THIS REQUIREMENT REPLACES 5d WB AND 6d WB NAILS SPECIFIED IN THE SHEAR WALL SCHEDULE BUT THE SPACING REQUIREMENT IS AS SPECIFIED. (5) PRIOR APPROVAL REQUIRED FOR POWDER ACTUATED FASTENER OTHER THAN HILTI. PRIOR APPROVAL REQUIRED FOR EPDXY OR EXPANSION ANCHORS OTHER THAN THOSE LISTED IN FOOTNOTE (11). (6) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND USE PACHOMETERS AND OTHER EQUIPMENT NECESSARY TO LOCATE ALL POST TENSIONING TENDONS SUCH THAT NO DAMAGE OCCURS FROM PLACEMENT OF POWDER ACTUATED FASTENER OR EXPANSION ANCHOR ALTERNATES. (7) IT SHALL BE THE CONTRACTOR'S RESPOSIBILITY TO INSURE THAT THE PLACEMENT OF POWDER ACTUATED FASTENER OR EXPANSION ANCHOR ALTERNATES IS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN COMPLIANCE WITH ALL APPLICABLE BUILDING CODES (SPECIAL INSPECTORS SHALL BE PROVIDED IF SPECIFIED BY THE APPLICABLE BUILDING CODE). (8) REFERENCE SHEAR WALL ANCHORAGE SCHEDULE FOR REQUIRED SHEAR WALL END POST/STUDS. IF NO ANCHOR IS USED, PROVIDE 2-2X FULL HEIGHT STUDS (MIN.) AT EACH END OF SHEAR WALL. (9) SHEAR WALL FRAMING SHALL BE 2X STUDS @ 16" O.C. MAXIMUM SPACING, SEE BRACING PLANS FOR TYPES AND LOCATIONS. (10) W.S.P. = WOOD STRUCTURAL PANEL, PLYWOOD OR ORIENTED STRAND BOARD (OSB). (11) MECHANICAL AND ADHESIVE EMBEDMENT LENGTH INTO CONCRETE. STARTS AT THE BOTTOM OF THE CURB, DROP OR BRICK LEDGE (U.N.O.). ANCHOR TYPES AND CODE INFORMATION: -SIMPSON "SET-XP" EPDXY: ICC ESR-2508; CITY OF L.A. RR25744; FL 11506.5 -SIMPSON "STRONG BOLT" WEDGE ANCHOR: ICC ESR-1771; CITY OF L.A. RR25705. FL 11506.6. -SIMPSON EXPANSION "WEDGE ALL" ANCHORS: ICC ESR-1396 (CMU); CITY OF L.A. RR24682; FL 11506.8. -HILTI "HIT HY 150 MAX" EPDXY ANCHORS: ICC ESR-2262; CITY OF L.A. RR25257.-SIMPSON "ET" EPDXY: ICC ESR-4945; CITY OF L.A. RR25185, RR25120. -SIMPSON TITEN HD: ICC ESR-2713; ICC ESR-1056 (CMU); CITY OF L.A. RR25741 25560; FL 1506.7 -HILTI "HVA" EPDXY ANCHORS: ICC-ESR-5369; CITY OF L.A. RR25363. (12) REFERENCE WOOD FRAMING SPECIFICATIONS, NOTE #6 (13) WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. (14) NO SUBSTITUTIONS OF SHEAR WALLS INDICATED ON BRACING PLANS MAY BE MADE UNLESS AN R.F.I. IS SENT AND VERIFIED BY THE ENGINEER (15) WOOD STRUCTURAL PANEL WALL CAPACITIES SHALL BE DIVIDED BY 1.4 FOR SEISMIC LOADS. (16) 19/32" WOOD STRUCTURAL PANEL NOTE: 15/32" STRUCTURAL I GRADE WOOD STRUCTURAL PANEL MAY BE USED IN LIEU OF THE 19/32" INDICATED AT CONTRACTORS OPTION. (17) IN SEISMIC DESIGN CATEGORIES D, E, F THE SHEAR WALL SOLE PLATE SHALL BE 3" NOMINAL WITH 3"X3"X1/4" PLATE WASHERS AT EACH BOLT. (18) DOUBLE 2X STUDS SHALL BE FASTENED TOGETHER WITH .148"O X 3" NAILS SPACED TO MATCH THE BOTTOM PLATE NAILING. IF BOTTOM PLATE IS NIA THEN 4X OR 3X MEMBERS SHALL BE USED AT THE JOINT. (19) WHERE SHEAR WALLS ARE SUPPORTED BY STEEL BEAMS A 2X CONT. NAILER RIPPED TO MATCH BEAM WIDTH SHALL BE ATTACHED TO THE STEEL BEAM W/ NELSON THREADED STUDS TO MATCH ANCHOR BOLT SIZE AND SPACING, OR POWDER ACTUATED FASTENERS IN ACCORDANCE WITH (ALTERNATE CONCRETE ANCHORAGE). P.A.F.'S SHALL NOT BE USED WHEN STEEL THICKNESS EXCEEDS 1/2". (20) TWO-PLY GYP SHEAR WALL BOTH LAYERS OF GYP, SHALL BE APPLIED TO ONE FACE. SHEAR _WALL SCHEDULE C� BOTTOM PLATE U BOTTOM PLATE z U (� ¢ z � U d In ]AILING NAILING 1 ROW STAGGERED 2 ROWS STAGGERED (20) TYPICAL NAILING PATTERN DETAIL rrr.- TAUBER ROAD COLLEGE STATION, TX CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineer s.com Louisville, Kentucky 502.426.6789 Or Lando, Flor ida 407.893.6200 Texas Registered Engineering Firm: F- 197 Copyright @ SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue ��>> W Bid Issue 5/29/2013 *.I CHHIS.......... NEWOUSE Permit Issue •:•-• •• ...i i• • ti• .8007*9 •,i f � .� Cone ruction ��1ti� - `S1�-9113 Revision Schedule Number Description Date SHEAR WALL SCHEDULE & DETAILS Drawn MTB Check Date Issue Date Project 213081 Sheet S 9.0 5 wo •w M c? 0 Lo co O N U N REVISIONS 1311 - Northgate Proper Apartments College Station, Texas Sheet # Description Scale M-1.1 Mechanical Site Plan 1"=30' M-1.2 Mechanical Specifications NTS M-2 Mechanical Plans - Units IA, 1A-HC, 1B, 1Ba 1/4"=1'Off M-3 Mechanical Plans - Units 1C, 1D, IDS 1/4"=110" M-4 Mechanical Plans - Units IE, 2A 1/4"=1'0" E-1.1 Electrical Site Plan 1"=30' E-1.2 Electrical Specifications NTS E-2 Electrical Plans - Units 1A, IA-HC, 1B, 1Ba 1/4"=1'0" E-3 Electrical Plans - Units 1C, 1D, IDS 1/4"=110" E-4 Electrical Plans - Units 1E, 2A 1/4"=110" E-5 Electrical Plans - Building - 1st & 2nd Floor 3/32"=110" E-6 Electrical Plans - Building - 3rd/4th Floors & Roof 3/32"=1'0" E-7 Electrical Calcs - Load Analysis & One Line Diagram NTS P-1.1 Plumbing Site Plan 1"=30' P-1.2 Plumbing Specifications NTS P-2 Plumbing Plans - Units 1A, IA-HC, 1B, 1Ba 1/4"=1'0" P-3 Plumbing Plans - Units 1C, 1D, 1DS 1/4"=110" P-4 Plumbing Plans - Units 1E, 2A 1/4"=l'0" P-5.1 Plumbing Plans - Bldg - lst & 2nd Fl Sanitary Sewer 3/32"=110 P-5.2 Plumbing Plans - Bldg - 3rd & 4th Fl Sanitary Sewer 3/32"=110 P-6.1 Plumbing Plans - Bldg - 1st & 2nd Fl Domestic Water 3/32"=110 P-6.2 Plumbing Plans - Bldg - 3rd & 4th Fl Domestic Water 3/32"=110 P-7 Plumbing Risers NTS P-8 Plumbing Risers NTS CONTRACTOR TO INCREASE REFRIGERANT LINE SIZES FOR DISTANCES PER MANUFACTURER'S SPECS ALL A/C CONDENSERS ARE MOUNTED ON ROOF SEE 13LDG PLANS W EIE -- LV - TRASH OC j ,� w.n 1A 1 -HC1 Bo Ba a I W l i �, POOL 1-E] --i 1 E ---- -» 0 V B 1 MAI B o 1--C] 1B 1B 1D 1D � 1C � 1D 1DS f (j 1C 1C 2A - 1D 1D 1D 1C ram; 1 C ram,------ TAUBER RO AD :.IFGC, IRC; 2011 NEC; 2012 IECC; ILS CODE 2012 SITE PLAN 1 " = 30'-0" at BT i_ • DICATES A/C CONDENSER )CATION (TYP) 0 0 0 0 0 v z 0 0 bi NW W 1K W a z 0 ffin d P BILLY R. PATTERSON i.................................W 42890 OW it N r z o i to cp 0 io W W Li W C� c c ZU- .0 .0 O U_ LJ c ♦ R c v c E w z W jr o ® E L v 0� w 3 z a� d 3 0d !b X� f- .. z J_ ~ J Q I w N � vJ Z LU Q < W OC z W p a— W J W J o Q (D if- rr 0 z DATE 5.22.13 PERMIT ISSUE [CONTROL SEQUENCE SHEET NUMBER M-1 .1 EX FYI BLDG - FOURTH FLOOR 1/16" = 1'-0" ucl 1Q 1 HR. RATED WOOD FLOOR CEILING ASSEMBLY Q NOMINAL 28 GAGE 4" DIAMETER STEEL VENT DUCT ® SPECSEAL SERIES 100 SEALANT INSTALLED TO THE MAX DEPTH POSSIBLE 1Q 1 HR. RATED WOOD FLOOR CEILING ASSEMBLY Q 1 HR. RATED WOOD FLOOR CEILING ASSEMBLY ® VENT CAP WITH BACKDRAFT DAMPER. DEFLECT-0 MDL# DAVHX4, 4" HOOD, PIPE AND COLLAR WITH GRAVITY DAMPER. Q ® NOMINAL 28 GAGE 4" DIAMETER STEEL VENT DUCT SPECSEAL SERIES 100 SEALANT Q NOMINAL 28 GAGE 4" DIAMETER STEEL VENT DUCT © FLEX CONNECTOR INSTALLED TO THE MAX DEPTH POSSIBLE VENT ® MAINTAIN „ ® CAP WITH BACKDRAFT DAMPER. DEFLECT-0 MDL# DAVHX4, 4" HOOD, ® SPECSEAL SERIES 100 SEALANT INSTALLED TO THE MAX DEPTH POSSIBLE 1/8 /FT DOWNWARD SLOPE ON DUCT TO EXTERIOR PIPE AND COLLAR WITH GRAVITY DAMPER. ® APPROVED EXHAUST FAN W/ METAL COLLAR Q VENT CAP WITH BACKDRAFT DAMPER. DEFLECT-0 MDL# DAVHX4, 4" HOOD, NOTE:IDURINENAL OPERATION, EXHAUST GAAkS SHOULD NOT EXCEED PIPE AND COLLAR WITH GRAVITY DAMPER. INSARE EXPECTED TO EXCEED 140°F, SPECSEAL PEN100 SILICONE 11 EXTERIOR WALL METAL COLLAR ® NOMINAL 28 GAGE 3" DIAMETER STEEL VENT DUCT SEALANT IS RECOMMENDED IN LIEU OF ITEM #3. EXTERIOR WALL EXTERIOR WALL 1 1 CEILING MOUNTED * EXHAUST FAN WITH CRD NOTE: THE RATING OF THIS FIRESTOP OR SHEETROCK ENCASED *NOTE: THE RATING OF THIS FIRESTOP IS TO MATCH THE RATING OF THE * NOTE: THE RATING OF THIS FIRESTOP IS TO MATCH THE RATING OF THE IF ALLOWED BY AHJ. ASSEMBLY IN WHICH IT IS INSTALLED. WALL MOUNTED NTED IS TO MATCH THE RATING OF THE ASSEMBLY IN WHICH IT IS INSTALLED. ASSEMBLY IN WHICH IT IS INSTALLED.FAN INTERIOR NON —RATED WALL INTERIOR - NON -RATED WALL ELECTRIC DRYER DRYER BOX \ IN WALL Xy DOWN AT TOP FLOOR DOWN AT TOP FLOOR DOWN AT TOP FLOOR NOTE: THE PRODUCTS USED IN THIS DESIGN SYSTEM HAVE BEEN TESTED AS FOLLOWS: NOTE: THE PRODUCTS USED IN THIS DESIGN SYSTEM HAVE NOTE: THE PRODUCTS USED IN BEEN TESTED AS FOLLOWS: THIS DESIGN SYSTEM HAVE BEEN TESTED AS FOLLOWS:* * ASTM E814 (UL1479). REFER TO SYSTEM N0. F—C-7002 * ASTM E814 (UL1479). REFER TO SYSTEM N0. F—C-7002 ASTM E814 (UL1479). REFER TO SYSTEM N0. F—C-7002 CROWN MOULDING CEILING FURR DOWN A/C REGISTER ------------,- A/C DUCT _ _ MOUNTED BELOW I CROWN MOULDING 3 A/C REGISTER DETAIL ROVIDE (1)HR ACCESS PANEL FOR FIRE DAMPER (RIGID DUCT ABOVE DAMPER I I UL LISTED FUSIBLE LINK 21 ZF (100°C) STANDARD W/ GALV. STL BLADES & CERAMIC FIBER PROTECTION ROLL —FORMED FRAME I IDAMPER AT CEILING RADIATION DAMPER MODEL CEILING CFD-521—IP BY POTTORFF CO. TYP. AT UL-521 & UL—P522 RATED CEILING PENETRATIONS BY PLENUM OR EQUAL I(VERIFY CLG. ASSEMBLY UL NUMBER WITH METAL DUCT BELOW ARCH PLANS AND PROVIDE FIRE DAMPER DAMPER AT CEILING APPROVED FOR ASSEMBLY.) CAUTION: INSTAL D/ MPER IN STRICT ACCORDANCE W MFG S SPECS MAIN DUCT PENETRATION SPECIFIED CEILING RADIATION DAMPER FOR UL 521 (AND P-522) CLG ASSEMBLIES ONLY. VERIFY FLR/CLG ASSEMBLY UL NUMBER AND PROVIDE DAMPER APPROVED FOR THAT ASSEMBLY. INSTALL ALL DAMPERS IN STRICT ACCORDANCE WITH MFG.'S SPECIFICATIONS. TRUSS FLOOR ABOVE OUTLET BOX SUPPLY DUCT FUSIBLE LINK UL RATED CEILING RADIATION DAMPER MODEL CFD-521 BY P01TORFF CO. (CRD) GYPSUM WALLBD. CEILING DIFFUSER CAUTION: MINIMUM 1 1/4" FLANGE ON DAMPER TO ALLOW FOR 5/8" SHEETROCK & 5/8" CHANNELS METAL SUPPORT FLOOR/CEILING PROTECTION NO SCALE LY2 % FAN COIL UNIT SUSPENDED IN AIR -TIGHT PLENUM. SEE ARCHITECTURAL DRAWINGS. 3/4" SECONDARY DRAIN — OVER TUB WITH ESCUTCHEON. ECTI ALL MATERIALS IN PLENUM SHALL BE RATED PER MASS. CODE AND NEC 300-22,b. JOIST SPACE ME I I) i TO LAV m1pl+7 1 HR UL RATED CEILING RADIATION DAMPER AT 1 HR PENETRATION ACCESS 12"x12" TU TFAN COIL 0 S.R. BY OTHERS 1" FIBERGLASS DUCTBOARD SUPPLY AIR DUCT OR FLEX SUPPLY AIR REGISTER SUPPLY AIR DUCT SHEETROCK CEILING BY OTHERS RETURN AIR GRILL CEILING OR SIDEWALL 3/4" PRIMARY DRAIN TO ACCESS PANEL BY MECHANICAL CONTRACTOR TO PROVIDE FULL ACCESS FOR MAINTENANCE AND REMOVAL. LYR/ rfECF,/nrlU--CLG 1 HR RATED FLR/CLG ASSEMBLY (CONTINUOUS) —�- FLEX DUCT FIBERBOARD DUCTING CEILING RADIATION DAMPER MOUNTING DETAIL NO SCALE TRUSS \-1 HR RADIATION DAMPER AT CEILING (TYP.) SEE DETAIL ACCESS TO DAMPER BY REMOVING GRILLE. GENERAL CONDITIONS ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE GOVERNING LOCAL, STATE AND NATIONAL CODE AS THE MINIMUM REQUIREMENT WHETHER OR NOT SPECIFIED OR SHOWN ON DWGS. DRAWINGS SHALL GOVERN WHERE A LARGER SIZE, QUANTITY OR BETTER QUALITY IS SHOWN THAN IS REQUIRED BY CODE(S). AS USED IN THE FOLLOWING, "CONTRACTOR" SHALL MEAN THE CONTRACTOR INSTALLING WORK UNDER THIS DIVISION OF THE WORK. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT SHOW EVERY REQUIRED MISCELLANEOUS DETAILS, SUPPORTS, FITTINGS, ETC., FURNISH AND INSTALL ALL MATERIALS REQUIRED FOR A COMPLETE FUNCTIONING SYSTEM WHETHER OR NOT SHOWN ON THE DRAWINGS. COORDINATE INSTALLATION WITH OTHER TRADES TO ASSURE INSTALLATION OF MATERIALS AND EQUIPMENT AS REQUIRED FOR THE PROPER SEQUENCE OF CONSTRUCTION. VERIFY AND INSTALL WITHIN INTENDED SPACE REQUIREMENTS WITH PROVISIONS FOR ACCESS FOR SERVICE AND REMOVAL.. CONTRACTOR SHALL INSPECT THE SITE AND BE INFORMED OF THE CONDITIONS AFFECTING THE WORK. NO ADDITIONAL ALLOWANCES WILL BE MADE BECAUSE OF FAILURE TO OBTAIN INFORMATION ON SITE CONDITIONS. COORDINATE THE WORK AS REQUIRED AND DIRECTED BY LOCAL UTILITY COMPANIES STANDARDS. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS MANNER CONSISTENT WITH INDUSTRY STANDARDS. MATERIALS OR EQUIPMENT WHICH DO NOT PRESENT A REASONABLY NEAT OR WORKMANLIKE APPEARANCE MAY BE DIRECTED BY THE ARCHITECT TO BE REMOVED AND REPLACED AT NO ADDITIONAL COST. FURNISH 6 COPIES OR BROCHURES/SHOP DRAWINGS FOR APPROVAL PRIOR TO STARTING WORK. AT PROJECT CLOSEOUT, PROVIDE THREE COPIES OPERATING MANUALS, (1) COPY OF "AS BUILT" RECORD DRAWINGS, AND INSTRUCT OWNER IN THE OPERATION OF ALL EQUIPMENT. ALL MISCELLANEOUS WORK SUCH AS EXCAVATION BACKFILL, CONCRETE, PADS, SLEEVES, ETC. REQUIRED TO PERFORM WORK UNDER THIS DIVISION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR OF THIS DIVISION OF WORK. OBTAIN AND PAY FOR ALL REQUIRED LICENSES, PERMITS AND CERTIFICATES REQUIRED FOR WORK UNDER THIS SECTION. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORK MANSHIP FOR A PERIOD OF (1) YEAR BEYOND FINAL ACCEPTANCE IN A FORM ACCEPTABLE TO THE ARCHITECT. GUARANTEE SHALL INCLUDE CORRECTIONS OR REPLACEMENT OF DAMAGE OR REPLACEMENT TO OTHER'S WORK OR MATERIALS CAUSED BY WORK UNDER THIS DIVISION. SPECIFICATIONS A/C CONTRACTOR SHALL FURNISH AND INSTALL ALL AIR CONDITIONING AND HEATING SYSTEMS, TOILET EXHAUST FANS AND VENT TO EXTERIOR, DRYER VENTING, WALL VENTS & CAPS AND ALL MISCELLANEOUS REQUIRED FOR COMPLETE AND OPERABLE SYSTEMS. PROVIDE OVERFLOW PAN, FLOAT SWITCH, AND AUTO CUT OFF FOR ALL VERTICAL AHU UNITS. ALL AIR HANDLER UNITS SHALL BE FURNISHED WITH INTEGRAL CIRCUIT BREAKER. CONDENSATE DRAIN LINES SHALL BE MINIMUM 3/4", WITH TRAP, AND ROUTED TO INDIRECT DRAIN AS SHOWN ON DRAWINGS. ALL UNITS SHALL HAVE AN AUXILIARY DRAIN LINE TO DRAIN OR EXTERIOR, WITH FLOAT SWITCH WHEN NOT LOCATED IN A VISIBLE LOCATION. CONDENSATE DRAIN LINES SHALL HAVE A MINIMUM SLOPE OF 1/8-/FT AND SHALL NOT DRAIN OVER A PUBLIC WAY. PROVIDE 1/2" FIRE RESISTANT, PLENUM RATED ARMAFLEX INSULATION ON THE 1ST 10' OF THE CDL. DUCTWORK SHALL BE OWENS-CORNING FIBERGLASS DUCT TYPE 475-FRK,OR EQUAL UL 181 LISTED CLASS 1 INSTALLED PER MANUFACTURE'S SPECIFICATIONS INCLUDING THE USE OF LISTED CLOSURE METHODS. TAPES AND MASTICS MUST BE RATED UL 181A OR UL 181B. FLEXIBLE DUCTWORK SHALL BE UL LISTED CLASS I WITH GRAY POLYETHYLENE JACKET. BENDS SHALL MAINTAIN A CENTER LINE RADIUS OF NOT LESS THAN ONE DUCT DIAMETER. DUCT SHALL BE INSTALLED FULLY EXTENDED WITH NOT MORE THAN 5% EXCESS LENGTH AND WITHOUT CONSTRICTION BELOW THE RATED DIAMETER OF THE DUCT. HORIZONTAL SUPPORTS SHALL BE ON A MAXIMUM 5' SPACING WITH MAXIMUM OF 1 /2" SAG PER FOOT OF DUCT. SUPPORTS SHALL BE A MINIMUM OF 1.5" WIDE. CAULK AND SEAL ALL FLEX CONNECTIONS. DUCT SHALL BE MIN R-6 IN UNITS, MIN R-8 INSULATION IN ATTIC. DUCTWORK SHALL BE INSTALLED PER SMACNA STANDARDS FOR FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. PROVIDE HARDCAST CONNECTION TO TOP OF AHU. ALL REGISTERS SHALL BE VML, HART AND COOLEY SERIES A618MS, WHITE (OR EQUAL) AND SHALL HAVE ADJUSTABLE BLADES FOR AIR FLOW BALANCE AND SHALL BE STEEL WITH WHITE FINISH SIZED AS SHOWN ON DRAWINGS WITH PROVIDE 1-1 /2" DUCT WRAP INSULATION, SIMILAR TO ANCO SYSTEM 8000, ON ALL DRYER VENTS INSTALLED IN THE JOIST OVER OUTSIDE PATIO. PROVIDE ADJUSTABLE CUT-OFF DAMPERS AND FILTERS ON ALL OUTSIDE AIR DUCTS. EACH HEATING AND COOLING SYSTEM SHALL HAVE A SOLID STATE PROGRAMMABLE THERMOSTAT. THE THERMOSTAT SHALL HAVE THE CAPABILITY TO SET BACK OR SHUT DOWN THE SYSTEM BASED ON DAY OF THE WEEK AND TIME OF DAY, AND PROVIDE A READILY ACCESSIBLE MANUAL OVERRIDE THAT WILL RETURN TO THE PRESET BACK OR SHUTDOWN SCHEDULE WITHOUT REPROGRAMMING. REGISTERS SHALL HAVE NOTED AIR PATTERNS. IF REQUIRED, FURNISH UL RATED FUSIBLE LINK DAMPERS AT 1 HR PENETRATIONS. FOR CLUBHOUSE AND BUILDINGS OVER 3 STORIES, REFRIGERANT PIPING MAY BE TYPE "ACR" SOFT DRAWN TUBING SIZED AND INSTALLED PER MANUFACTURE'S SPECIFICATIONS. PROVIDE 1-1/2" MIN. BASED ON INSULATION HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 BTU PER (INCH/H*Fr*'F) INSULATION. INSTALL LINES WITH SUPPORTS TO PREVENT SAGGING AND REDUCE NOISE TRANSMISSION INTO BLDG. A/C CONDENSING UNITS SHALL BE INSTALLED ON MINIMUM 4" REINFORCED CONCRETE SLABS WITH A MAINTAINED MINIMUM SPACING BETWEEN UNITS AND STRUCTURES PER MANUFACTURE'S SPECIFICATIONS. UNITS SHALL BE TOP DISCHARGE ONLY AND HAVE A MINIMUM 13 SEER RATING WITH INDOOR AIR HANDLING UNIT AND COIL. DRYER VENTS SHALL EXTEND AT MIN 1/8"/FT DOWNWARD SLOPE TO THE EXTERIOR OF THE BUILDING. TOTAL LENGTH AND NUMBER OF ELBOWS SHALL NOT EXCEED MANUFACTURE'S SPECIFICATIONS. WHERE EXHAUST DUCT IS CONCEALED WITHIN BLDG CONSTRUCTION, LENGTH OF DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL LOCATED WITHIN 6FT OF EXHAUST DUCT CONNECTION (PER IMC, SECT. 504.6.5). PROVIDE DRYER BOX #425 (UPWARD EXHAUST), DRYER BOX #4D (DOWNWARD EXHAUST) RECESSED, 22GA ALUM. STEEL, FOR FLEX CONNECTION, WWW.DRYERBOX.COM. EXHAUST DUCT SHALL BE MINIMUM 4" ROUND 28GA GALV. STEEL AND FASTENED SUCH THAT NO SCREWS EXTEND INTO DUCT TO IMPEDE AIR FLOW AND COLLECT LINT. INSTALL BACK DRAFT DAMPER AT EXTERIOR CAP. EF DUCTS SHALL BE 4" SMOOTH ROUND RIGID GALV. STEEL DUCT. ALL PENETRATIONS THROUGH FIRE RATED WALLS AND FLOOR CEILING ASSEMBLIES SHALL BE INSTALLED AND SEALED TO MAINTAIN FIRE RATING WITH U.L. LISTED ASSEMBLIES, MATERIALS AND SEALANTS. PROVIDE RATED ACCESS PANELS/ DOORS FOR ALL EQUIPMENT/ FIRE DAMPERS FOR EQUIP. THAT REQUIRE SERVICE OR REMOVAL rl co M Z 0 0 w w Qj Z b 0 0 ci R REVISIONS ............................ BILLY R. PATTERS42890 ON .. r.r.as. saes....... •...asr�sr..� ow a , 5_22-1 N � r z o I co cl) � E Ix LuL Fo W w 0 a� o, U r •c.' z � o w v a)V r— 0 oT 1= w z W ®E o or- 0 E� o 3 z N a 3 o � am Q x z F- , ~=a Q rr c ¢ I w p c/o z cW G rr Q 0. ct) X Q W rr I- z UJ n H OU) rr W W 0— J W _J o (Q V Z rr O z 8 Z DATE a 5.22.13 PERMIT ISSUE CONTROL SEQUENCE a a z I SHEET NUMBER m M-1 m2 8 im ABBREVIATIONS REVISIONS 1Q 6.11.13—SERVICE REV. ® 2ND FLOOR --� E— PLENUM CONDITION —DUCT DWN TO SERVE FIRST FLOOR ZONE BYPASS ZONE DAMPER fol I I (NP) I I I 1 1 141 11 AIR HANDLER 2ND FLOOR 1 ST F,EO R R/A F 1 UNIT BASE PLATFORM ,HU ELEVATION DETA *FOR AIR HANDLERS LOCATED ON 2ND FLOOR OF UNIT TO 2ND FLOOR RETURN AIR DUCT r TO 2ND FLOOR LACCESS PANEL PLENUM i ' ZONE BYPASS (ZONE DAMPER ( I AIR HANDLER R/A [� UNIT BASE PLATFORM AHU ELEVATION DETAIL *FOR AIR HANDLERS LOCATED NT ON 1 ST FLOOR OF UNIT AC SCHEDUL GOODMAN, 14 SEER OR APPROVED SUBSTITUTION HEAT PUMP ® 208V UNIT SF TONS MOCP CONDENSER MODEL GOODMAN AHU MOCP KW 1A 1B,1BQ 1C 1D IDS 1E DN* 1E UP* 2A 641 780 807 641 1022 814 814 1079 1.5 2.0 2.0 2.0 2.0 2.0 2.0 2.0 20/2 25/2 25/2 25/2 25/2 25/2 25/2 25/2 GSZ140181 GSZ140241 GSZ140241 GSZ140241 GSZ140241 GSZ140241 GSZ140241 GSZ140241 ACNF180816 AEPF183016 AEPF183016 AEPF183016 AEPF183016 AEPF183016 AEPF183016 AEPF183016 40/2 40/2 40/2 40/2 50/2 50/2 50/2 40/2 8 8 8 8 10 10 8 8 KENMORE DRYER DUCT LIMITS KENMORE 27" STACKED DRYER MDL# 26-61532 — ELECTRIC DOMESTIC NO. OF 90' MAX. LENGTH 4" DRYER TURNS RIGID METAL 0 56 FT. DRYERS (4" EXHAUST 1 44 FT. HOOD OPN'G.) 2 34 FT. 3 24 FT. CAUTION A/C CONTRACTOR —DO NOT INSTALL DRYER VENT AND ELBOWS IN EXCESS OF WHAT IS SHOWN IN THIS CHART. TO BE INSTALLED PER MFGS SPECS OWNER IS INSTALLING DRYERS IN ALL UNITS. i w \1311-Northgate-Tauber St\MEP\MEP2-1311.dwg, 6/11/2013 2:07:56 PM, AcroPlot.pc3 AFCI ARC FAULT CIRCUIT INTERRUPT HW HOT WATER AFF ABOVE FINISHED FLOOR KS KITCHEN SINK AFG ABOVE FINISHED GRADE LAV LAVATORY AC AIR CONDITIONING MC METER CENTER AHU AIR HANDLING UNIT MR MOISTURE RESISTANT BT BATHTUB MW MICROWAVE CA COMBUSTION AIR PC PULL CHAIN CD CONDENSATE DRAIN PEC PHOTO ELECTRIC CELL CDL CONDENSATE DRAIN LINE PRV PRESSURE REDUCING CO CLEAN OUT VALVE CRD CEILING RADIATION DAMPER R/O RANGE OVEN CU COPPER S SINK CW COLD WATER SE SERVICE ENTRANCE D DRYER SGO SINGLE GANG OUTLET DP DISPOSAL SH SHOWER DW DISHWASHER TC TIME CLOCK DV DRYER VENT TEF TOILET EXHAUST FAN EDH ELECTRIC DUCT HEATER T&P COMB. TEMP. & EDF ELECTRIC DRINKING FNTN PRESSURE RELIEF VALVE EDO ELECTRIC DOOR OPERATOR UNO UNLESS NOTED OTHERWISE EF EXHAUST FAN UR URINAL FACP FIRE ALARM CONTROL PANEL VML VARIABLE MULTIPLE LOUVERS FBO FURNISHED BY OTHERS VRV VACUUM RELIEF VALVE FCU FAN COIL UNIT vTR VENT TO ROOF FD FLOOR DRAIN W WASHING MACHINE FU FIXTURE UNITS WC WATER CLOSET GFI GROUND FAULT INTERRUPTER WH WATER HEATER GPM GALLONS PER MINUTE Wm WATER METER HVAC HEATING, VENTILATION. AIR WP WEATHERPROOF CONDITIONING WR WEATHER RESISTANT KEYED NOTES (TYPICAL ALL UNITS) O EXHAUST FANS SIZED TO PROVIDE 70 CFM PER IMC TABLE 403.3 IMC-503.3.2. O MAINTAIN 3' CLEARANCE FROM POINT OF DISCHARGE TO ANY OPENING INTO THE BUILDING PER IMC 504.6.3.6 (3). O OWNER TO INSTALL DRYERS IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECS. ®LIGHTING/VENTILATION CALCS PER IBC 1202.4 & 1204.2 AND 50X OPEN WALL CALCS FOR KITCHEN ARE PER ARCH DRAWINGS O ALL DUCTWORK IS IN FURR DOWN CONDITIONED SPACE OR TRUSS SPACE. ALL PENETRATIONS PROTECTED BY 1 HR CRD. © ELECTRICAL PANELBOARD (REFERENCE ONLY) O DRYER VENT MOISTURE EXHAUST DUCTS AND BATH EXHAUST DUCTS MAY NOT EXTEND THRU PLENUMS PER IMC 504.4 & 601.3. ® MOUNT PROGRAMMABLE THERMOSTAT AT 3'6" AFF TO ENSURE ADA AND FAIR HOUSING ACT ACCESSIBLITY. gU PROVIDE MIN 10"X20" (OR EQUIVALENT) THROUGHWALL LOUVER ABOVE DOORS TO WASHER/DRYER CLOSET FOR REQUIRED MAKE—UP AIR. IMC MECH. LEGEND ® VERTICAL AHU (CLOSET/ WALL) HORIZONTAL AHU (PANCAKE UNIT) MOUNTED IN FURR DOWN ® CEILING MM AIR GRILLE AIR DISTRIBUTION SPUTTER ® WALL MM EXHAUST FAN 70 CFM BROAN MODEL 671 ® DRYER VENT UP INTO WALL 0 CEILING RADIATION DAMPER CEILING MM RETURN AIR GRILLE �. RETURN AIR INTAKE --► AIR FLOW PROGRAMMABLE THERMOSTAT, 42" AFF ® RECIRCULATING CHARCOAL EF WALL MM AIR GRILLE, VML ALL CEILING REGISTERS SHALL HAVE OPPOSED BLADES WITH ADJUSTABLE FINS. A DUCTED AIR CONIDITIONING SYSTEMS TO BE AIR BALANCED IN ACCORDANCE WITH ASHRAE STANDARD 111-1998 MASK AND SEAL ALL SUPPLY AND RETURN AIR DUCTS DURING CONSTRUCTION. f eWH 3 ` —_fin...... .� Lam._. a .., _._..% \.............. .. O R/i MW TPAN _ TJ _. .._ . 50 {/ _ 10X6 :100 4"TEF r CFM DP DW /A, ! 8X4 ' -- f� 30 s i J CFM J , 00, REF X10'' i W 00 UP 1 /4"=1'-0"' WH _-" �% :•�1= — 10X6 of • rl 100 X CFM O \� %�i�r i DP DW / R A R/0 MW REF 3 10 % PAN , . —a... mm .-....... ;=M V---= ,.. ;rgm L E7�UP 47RF I 8X4 30 /p G re _ y rt UNIT I -HC (PARTIAL) 1 /4" = 1'-0" F i i LT...4'DV._ -------------- � Yae+'7$ �m.+"�ra:re^i. Cee �'3s`e Xn'eS'.mxi ",mm":>?xEF ., r�.ma."i Adi�iz-i4.x .�1.� 3rmcwrF F'xisnu..x &�S"rv,=.7 ixk. SazS:ma ai.z"ire UNITM1 B - FIRST jFLOOR 1 /4" = 1'-0" m- 4"TEF L If ( •' W/D II, u 4 DV UNIT 1 Ba - 1ST FL PARTIAL 1 /4" =1'-0" L h C UNIT 1 B - SECOND FLOOR 1 /4" = V-0" oil R/O DP , ` 0N r r z o i co ca E 00 " 00 rn Lu UJQ c z � ? c i O I.0 a c 0 l♦�'R) V E w z O W 0 ®E 3 z a 3 ul to . o �rlao ¢ x z x , � H J J O rr 00 I w M � W e� z W Q 0- cf) <r Q W � z LLI o F< — rr W C3 1.L W J W J o TV 1 O z 8 Z DATE 0 5.22.13 PERMIT ISSUE CONTROL SEQUENCE CH BP/CH BB CH BP/CH BB BP BP — a SHEET NUMBER a z M-2 S 1—TAU E TROUT REVISIONS 4 FI"VIA" aW ir%mi V r%i V4T win I I Ri III 1/4" = 1'-0" 10"X10" SUPPLY DUCT FROM 1 ST FL I .. 5 5 200 14X�\6 CFM _.... .._.Iii _............-....-__..........�;i. ..._........._..__._.-_�qIiI ...... _ 1.7) o —.._.__.. im 15 __ I......... ............... _ .........._. L C F L._._._._._.___ �_� 40TEF 4"DV ;;...o i 3 3 a z CF rEn.'ni - SECOND FL z UNIT 1 DS S CO oo� � S"..�e"ri �.a C-. ai a vow' nr' n "_r-.- � &^n.""^q*e ii"""•i�" a" n»M 3 oi".? N"�.,'iia' i�ma'r^'.�'i {j„•;y�^x:.5 M^,. %..:xHi€ €� a _ 11 z al as.a 9�m--r WRmm r—al M: 7r , Immm rm.,:m ;� Rm;;m: mgm ra:Sx ,9 N r-.mal pkw-- z� rmn- WOM mmm mmm omm msam mmm ems. .r a x-ra s..�.� UNIT 1 DS - 1 ST FL PARTIAL 1 /4" = 1'-0" kn �i E� I 1 /4" = 1'-0" RETURN AIR DUCT FROM 1ST FL UNIT 1C -SECOND FLOOR UNIT 1 D - SECOND FLOOR 1/4" = 1'-0" 10"Xio" SUPPLY DUCT FROM 1 ST FL rl Im ai z 0 .ps {ffr{arrfr R{f �t BILLY fat{{f {i•f♦rfilR♦{•Rf{{f� f lLLYRPATTERSON ............. r t �y 42890' 0 N CD CD � Z I O I CO r, 0 00 U i.� i.� 00 N C ) Lu C uj w � U � � z LL. 0 u- w a� _ 0 Q' o = V Ew Z v o W c v ��a3 N 3 Z ��m c x G z � 0 o I w VJ F— Z W F-- rr <C n W X Q W r z W n < U) n LLi J Lu _J o Q r F- Ir O Z a 8 DATE � 5.22.13 PERMIT ISSUE CONTROL SEQUENCE CH CH BB CH CH BB BP - - a z 0 SHEET NUMBER a M-3 8 1311- TED TF REVISIONS UNIT 1 E - FIRST FLOOR 1 /4" = V-0" UNIT 2A -FIRST FLOOR 1 /4" = 1--0" )V EF UNIT 1 E - SECOND FLOOR 1 /4" = V-0" 1 /4" = V-0" co E5 Z 0 0 w 8 E W Ix cn Z Z Z 0 91 0 8 Z 0 0 ce Ie 9 w a z 0 a 8 �`sY•rak++r++Y'� •�( as Y !A r r • lop r+rr+r+rrr►r raer.Yaa+rasaria ♦� BILLY R. PATTERS ON rrsa+r+sras+sYrs+rYar�rYa+rYYars� 42890 � s r a + w ENS Y re� Nlia � r N � O � tp d CO W v � G 0 L W t�i m � a� Q, U � � z ? O W v 0 01 o � V >W z a v 0 W a o 0 3 z � L0 m Z�. �F o, CN W W oc Q a. U) X '� uj r N Z W 0 U) Irr W W J W J o i— Q C� F— rr 0 z DATE 5.22.13 PERMIT ISSUE CONTROL SEQUENCE CH CH BB CH CH BB BP BP — SHEET NUMBER 1311— TED TF LIGHT POLES SHALL COMPLY WITH NEC 410.15 METAL OR NONMETALLIC POLES SHALL BE USED TO SUPPORT LUMINARIES (LIGHTING FIXTURES) AND AS RACEWAY TO ENCLOSE SUPPLY CONDUCTORS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: (1) A POLE SHALL HAVE A HANDHOLE NOT LESS THAN 50 MM X 100 MM (2 IN. X 4 IN.) WITH A RAIN71GHT COVER TO PROVIDE ACCESS TO THE SUPPLY TERMINATIONS WITHIN THE POLE OR POLE BASE. ED WITHIERE N NTHE POLE, AY RISERS R A THREADED FITTING OR NIPPLE CABLE IS NOT HALL BE BRAZED, WELDED, OR ATTACHED TO THE POLE OPPOSITE THE HANDHOLE FOR THE SUPPLY CONNECTION. (3) A METAL POLE SHALL BE PROVIDED WITH A GROUNDING TERMINAL AS FOLLOWS: A. A POLE WITH A HANDHOLE SHALL HAVE THE GROUNDING TERMINAL ACCESSIBLE FROM THE HANDHOLE. B. A POLE WITH HINGED BASE SHALL HAVE THE GROUNDING TERMINAL ACCESSIBLE WITHIN THE BASE. (4) A METAL POLE WITH A HINGED BASE SHALL HAVE THE HINGED BASE AND POLE BONDED TOGETHER. (5) METAL RACEWAYS OR OTHER EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED TO THE METAL POLE WITH AS EQUIPMENT GROUNDING CONDUCTOR RECOGNIZED BY 250.118 AND SIZED IN ACCORDANCE WITH 250.122. (6) CONDUCTORS IN VERTICAL POLES USED AS RACEWAY SHALL BE SUPPORTED AS PROVIDED IN 300.19. TABLE 9.4.5 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS ASHRAE 90.1 Uncovered Parking Areas Parking Lots and drives 0.15 W/sq.ft. Building Grounds Walkways less that 10 feet wide 1.0 W/linear ft. Walkways 10 feet wide or greater Plaza areas 0.2 W/sq.ft. Special Feature Areas Building Entrances and Exits Main entries 30 W/linear foot of door width other doors 20 W/linear foot of door width LEGEND AND NOTES TRANSFORMER SECONDARIES, "HOLD FOR LAYOUT" METER CENTERS, SEE 3/32" DRAWINGS ® PWR CO PAD MM XFMR, VERIFY EXACT LOCATION PROVIDE PROTECTION FROM CAR DAMAGE WITH STEEL/CONCRETE BOLLARDS AROUND TRANSFORMERS PER POWER COTS SPECIFICATIONS." MOTORIZED GATE, 3/4" 3#10, 30/2 PNL H (VERIFY) VERIFY ROUGH IN DIMENSIONS AND PROVIDE POWER & CONTROL WIRING PER MANUFACTURE'S SPECIFICATIONS. MOTOR OPERATED GATES REQUIRE A MEANS OF EMERGENCY OPENING BY FIRE DEPARTMENT AND MEANS OF OPENING IF THERE IS A LOSS OF POWER. CARD READER/TELEPHONE, 3/4" EC TO CLUB/TEL JB AA VERIFY ROUGH IN DIMENSIONS AND PROVIDE PER MFG'S SPECIFICATIONS. CHECK ARCH DWGS FOR PEDESTRIAN GATES AND ROUGH IN AS SHOWN. ® , 40 WP FLUOR GROUND MOUNTED ENTRY SIGN VIA PEC DECORATIyE SURFACE MOUNT, TWIN PL11 (UNO) VIA PEC MOUNT 6 -8 A.F.G. 6' POLE LIGHT 50W MH, DARK SKY COMPLIANT 0' POLE LIGHT, 150W MH, FULL CUTOFF, )ARK SKY COMPLIANT 1311 - Northgate Proper Apartments College Station, Texas Sheet # Description Scale M-1.1 Mechanical Site Plan 1"=30' M-1.2 Mechanical Specifications NTS M-2 Mechanical Plans - Units 1A, 1A-HC, 1B, 1Ba 1/4"=110" M-3 Mechanical Plans - Units 1C, 1D, 1DS 1/4"=110" M-4 Mechanical Plans - Units 1E, 2A 1/4"=1'OTT E-1.1 Electrical Site Plan 1"=30' E-1.2 Electrical Specifications NTS E-2 Electrical Plans - Units 1A, 1A-HC, 1B, 1Ba 1/4"=1'Off E)3 Electrical Plans - Units 1C, 1D, 1DS 1/411=1'Off E-4 Electrical Plans - Units 1E, 2A 1/4"=110" E-5 Electrical Plans - Building - 1st & 2nd Floor 3/32"=1'OTT E-6 Electrical Plans - Building - 3rd/4th Floors & Roof 3/32"=110" E-7 Electrical Calcs - Load Analysis & One Line Diagram NTS P-1.1 Plumbing Site Plan 1"=30' P-1.2 Plumbing Specifications NTS P-2 Plumbing Plans - Units 1A, 1A-HC, 1B, 1Ba 1/411=1'OTT P-3 Plumbing Plans - Units 1C, 1D, 1DS 1/4"=1'OTT P-4 Plumbing Plans - Units 1E, 2A 1/4"=1'OTT P-5.1 Plumbing Plans - Bldg - 1st & 2nd Fl Sanitary Sewer 3/3211=110 P-5.2 Plumbing Plans - Bldg - 3rd & 4th Fl Sanitary Sewer 3/32"=110 P-6.1 Plumbing Plans - Bldg - 1st & 2nd F1 Domestic Water 3/3211=110 P-6.2 Plumbing Plans - Bldg - 3rd & 4th Fl Domestic Water 3/32"=110 P-7 Plumbing Risers NTS P-8 Plumbing Risers NTS I w .w JOB\1311-Northgate-Tauber St\MEP\MEPI-1-1311.dwg, 6/24/20134:57:23 PM, AcroPlot.pd GASKETED HAND HOLE WITH COVER AND GROUND LUG BEHIND ANCHOR BOLTS PER MFG. T 36" 3/4" SCH. 40 ELEC. CONDUIT IN AND OUT !OUND WIRE TO G WITHIN WIRING IMPARTMENT CIRCUIT WIRING WITH NEC SIZED GROUND WIRE ROUTED UP THRU POLE ELECT. CONTRACTOR TO CONNECT OR CADWELD GROUND WIRE TO POLE BASE FOUNDATION BY STRUCTURAL ENGINEER 36" MIN. POLE LIGHT MTG DETAIL NO SCALE W LU In PROPOSED TRANSFORMER LOCATION t rm-5-0 10' DU1 UNIT 15OW HPS W/SEGMENTED SEMIS'PECULAR REFL IIl161.I� '�` ' BOLT PATTERN .4. �; 3 TO MATCH J FIXTURE REQ. I PREFAB CONCRETE BASE u CONDUIT IN t .I...� ! �............ AND OUT POLE LIGHT TIPI&W•Ir�i ALL A/C CONDENSERS ARE MOUNTED ON ROOF SEE BLDG PLANS � a ./ I IIIIIIIIIIIIIIIilllllllll `" <" � � I• I V yjaj�l� TA U AD SITE PLAN 1 " = 30'-0" NOTE: VERIFY LOCATION OF IRRIGATION CONTROLLERS) AND PROVIDE 120V POWER CONNECTION, Lmf A2 RELOCATED POLE LIGHTS VERIFY EXACT LOCATION OF BUILDING ADDRESS SIGNAGE AND MOUNT LIGHT FIXTURE TO PROVIDE NIGHT UGH11NG BLDG SIGNAGE NO SCALE COLLEGE STATION. TEXAS ra- n6l. � • - ••• •D E 20121 REVISIONS 1Q 6.11.13-SERVICE REV Q 6.24.13-CITY COMMENTS 0 N 0 z a� (0E U CC�-. 00 v v W C L U ZpWa�i �, -0 S 0 _ E W Z v o W 0 v :2 o- Q w a) 3 Z N ul a to r m 5 x G Z H J oCn Q � I w W P, r) r) W! E5 m D z 0 W d' 0 NJ w 3 E W Ix to Z z M z b 0 0 0 v Z DATE 0 � 5.22.13 PERMIT ISSUE �a CONTROL SEQUENCE a� SHEET NUMBER d E- 8 =011 11 REVISIONS 8 J 18" 1jy�L INTERFACE BOX TV/TEL BOX MOUNTING GFI RECEPTACLE COMBINATION R/O EXHAUST HOOD/ MICROWAVE RECESSED TYPICAL CLOSET LIGHT SPACING OUTLET 1 O SURFACE MOUNTED INCANDESCENT FIXTURE, TOTALLY ENCLOSED, PER NEC 410-8. MAINTAIN MINIMUM 12" CLEARANCE FROM DEFINED "STORAGE SPACE", WHICH IS SHELF WIDTH OR 12", WHICHEVER IS GREATER. NOTE: MAX 6" OF COUNTERTOP OVERHANG. RECEPTACLE PENINSULA GFI LOCATION 4X8 PLYWOOD - BACKBOARD(TYP) 3-3" SLEEVES(TYP) TV CLOSET #6 CU G TO SEG 3-3"C TO MPOE PROVIDE #6CUG 1 .nl DEDICATED CKT OUTLET FOURTH FLOOR 4X8 PLYWOOD - BACKBOARD(TYP) THIRD FLOOR 3-3" SLEEVES(TYP) /-14-1 /2" X 18" X 3-3/4" DEEP / JUNCTION BOX SECOND FLOOR -- 4 BR FIRST FLOOR COAXIAL CABLE RG6 (TYP.) TEL CL SEGCU G�TO TV/TEL SCHEMATIC NM (ROMEX) INSTALLATION SPECIAL NOTES FOR NMS (ROMEX CABLE) PER NEC THE CABLE SHALL CLOSELY FOLLOW THE SURFACE OF THE BUILDING FINISH OR OF RUNNING BOARDS. BENDS IN TYPES NM, NMC, AND NMS CABLE SHALL BE MADE SO THAT THE CABLE WILL NOT BE DAMAGED. THE RADIUS OF THE CURVE OF THE INNER EDGE OF ANY BEND DURING OR AFTER INSTALLATION SHALL NOT BE LESS THAN FIVE TIMES THE DIAMETER OF THE CABLE. NONMETALLIC SHEATHED CABLE SHALL BE SECURED BY STAPLES, CABLE TIES, STRAPS, HANGERS, OR SIMILAR FITTINGS DESIGNED AND INSTALLED SO AS NOT TO DAMAGE THE CABLE AT INTERVALS NOT EXCEEDING 1.4M (4-1.2 FT) AND WITHIN 300MM (121N) OF EVERY CABINET, BOX, OR FITTING. FLAT CABLES SHALL NOT BE STAPLED ON EDGE. DO NOT INSTALL CABLE WITHIN 6' OF ATTIC ACCESS DOOR (WITHOUT PERMANENT LADDER OR STAIRS) PROVIDE GUARDS FOR CABLE ON TOP OF JOIST/RAFTERS PER NEC 320.23 IN BOTH EXPOSED AND CONCEALED LOCATIONS, WHERE A CABLE OR RACEWAY TYPE WIRING METHOD IS INSTALLED THROUGH BORED HOLES IN JOISTS, RAFTERS, OR WOOD MEMBERS, HOLES SHALL BE BORED SO THAT THE EDGE OF THE HOLE IS NOT LESS THAN 32MM (1-1/41N) FROM THE NEAREST EDGE OF THE WOOD MEMBER. WHERE THIS DISTANCE CANNOT BE MAINTAINED, THE CABLE OF RACEWAY SHALL BE PROTECTED FROM PENETRATION BY SCREWS OR NAILS BY A STEEL PLATE OR BUSHING AT LEST 1.6MM (1/161N) THICK, AND OF APPROPRIATE LENGTH AND WIDTH INSTALLED TO COVER THE AREA OF THE WIRING. DEDICATED CKT OUTLET FOURTH FLOOR THIRD FLOOR 14-1/2" X 18" X 3-3/4" DEEP) JUNCTION BOX 4 BR (4)PR CAT 5E i FIRST FLOOR TV/TEL: PREWIRE ALL UNITS TO TEL CLOSET 3-3"C TO MPOE E #6CPROVIDE CONNECTOR AND FACEPLATE PROVIDUG AT EACH OUTLET. SEE 1/4" UNITS FOR ACTUAL COUNT * VERIFY MANUFACTURERS SPECIFICATIONS R/O OUTLET POSITION FAN COIL UNIT SUSPENDED — IN AIR -TIGHT PLENUM. SEE ARCHITECTURAL DRAWINGS. 3/4" SECONDARY DRAIN — OVER TUB WITH ESCUTCHEON. 4" MIN NEVEI CEILING HERE 24" MIN _ - TO APT SHUT-OFF VALVE (CW) WTR SUB METER, MASTER 1" MUTLI-JET METER* WH TO APT SHUT-OFF VALVE (HW) VERIFY MANUFACTURER'S ROUGH -IN DIMENSIONS PRIOR TO INSTALLATION SUBMETER RISER NO SCALE (TYPICAL ALL UNITS) * PROVIDE TRANSMITTER DISHWASHER HOOK-UP APPROVED DISHWASHER AIRGAP FITTING TEE t J WASTE IN `APPROVED FOOD WASTE DISPOSER FINISH FLOOR SEE PLUMB CODE FOR LIMITATIONS ON GRAVITY HORIZONTAL WASTE. ALL MATERIALS IN PLENUM SHALL BE RATED PER MASS. CODE AND NEC 300-22,b. CEILING MOUNTED `I 12" A/C REGISTER MIN MAX WALL MOUNTED 3'-0" MIN 3 PER NFPA 101 MAINTAIN MINIMUM 3' CLEARANCE FROM A/C SUPPLY, RETURN AIR A/C REGISTERS, AND DOORS TO BATHROOM OR KITCHEN. �0) JOIST SPACE RA i TO LAV C+Z1RZ+7 COIL R/A OR SUPPLY AIR A/C --7-- r '.' i ! , D LYIi; �t_l�i'it�f 117HdW.rt AS H — S.R. BY OTHERS — 1" FIBERGLASS DUCTBOARD SUPPLY AIR DUCT OR FLEX SUPPLY AIR REGISTER —SUPPLY AIR DUCT — SHEETROCK CEILING BY OTHERS — RETURN AIR GRILL CEILING OR SIDEWALL —3/4" PRIMARY DRAIN TO LAVATORY ACCESS PANEL BY MECHANICAL CONTRACTOR TO PROVIDE FULL ACCESS FOR MAINTENANCE AND REMOVAL. LCHI AI—{iU LG" BATH lof 3 —0f$ � 3'_0 � MIN 3'-0" 3_0» MIN � MIN � MIN � S S 3'-0" MIN 3MIN SMOKE DETECTOR MIN CLEARANCE LING AN GENERAL CONDITIONS ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE GOVERNING LOCAL, STATE AND NATIONAL CODE AS THE MINIMUM REQUIREMENT WHETHER OR NOT SPECIFIED OR SHOWN ON DWGS. DRAWINGS SHALL GOVERN WHERE A LARGER SIZE, QUANTITY OR BETTER QUALITY IS SHOWN THAN IS REQUIRED BY CODE(S). AS USED IN THE FOLLOWING, "CONTRACTOR" SHALL MEAN THE CONTRACTOR INSTALLING WORK UNDER THIS DIVISION OF THE WORK. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT SHOW EVERY REQUIRED MISCELLANEOUS DETAILS, SUPPORTS, FITTINGS, ETC., FURNISH AND INSTALL ALL MATERIALS REQUIRED FOR A COMPLETE FUNCTIONING SYSTEM WHETHER OR NOT SHOWN ON THE DRAWINGS. COORDINATE INSTALLATION WITH OTHER TRADES TO ASSURE INSTALLATION OF MATERIALS AND EQUIPMENT AS REQUIRED FOR THE PROPER SEQUENCE OF CONSTRUCTION. VERIFY AND INSTALL WITHIN INTENDED SPACE REQUIREMENTS WITH PROVISIONS FOR ACCESS FOR SERVICE AND REMOVAL. CONTRACTOR SHALL INSPECT THE SITE AND BE INFORMED OF THE CONDITIONS AFFECTING THE WORK. NO ADDITIONAL ALLOWANCES WILL BE MADE BECAUSE OF FAILURE TO OBTAIN INFORMATION ON SITE CONDITIONS. COORDINATE THE WORK AS REQUIRED AND DIRECTED BY LOCAL UTILITY COMPANIES STANDARDS. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS MANNER CONSISTENT WITH INDUSTRY STANDARDS. MATERIALS OR EQUIPMENT WHICH DO NOT PRESENT A REASONABLY NEAT OR WORKMANLIKE APPEARANCE MAY BE DIRECTED BY THE ARCHITECT TO BE REMOVED AND REPLACED AT NO ADDITIONAL COST. FURNISH 6 COPIES OR BROCHURES/SHOP DRAWINGS FOR APPROVAL PRIOR TO STARTING WORK. AT PROJECT CLOSEOUT, PROVIDE THREE COPIES OPERATING MANUALS, (1) COPY OF "AS BUILT" RECORD DRAWINGS, AND INSTRUCT OWNER IN THE OPERATION OF ALL EQUIPMENT. ALL MISCELLANEOUS WORK SUCH AS EXCAVATION BACKFILL, CONCRETE, PADS, SLEEVES, ETC. REQUIRED TO PERFORM WORK UNDER THIS DIVISION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR OF THIS DIVISION OF WORK. OBTAIN AND PAY FOR ALL REQUIRED LICENSES, PERMITS AND CERTIFICATES REQUIRED FOR WORK UNDER THIS SECTION. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORK MANSHIP FOR A PERIOD OF (1) YEAR BEYOND FINAL ACCEPTANCE IN A FORM ACCEPTABLE TO THE ARCHITECT. GUARANTEE SHALL INCLUDE CORRECTIONS OR REPLACEMENT OF DAMAGE OR REPLACEMENT TO OTHER'S WORK OR MATERIALS CAUSED BY WORK UNDER THIS DIVISION. is l: j -' VELEC''f`GENGOND SPECIFICATIONS ALL MATERIALS SHALL BE NEW, UL LABELED AND CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC). DESIGN IS BASED UPON PROJECTED EQUIPMENT AND APPLIANCES AND IS SUBJECT TO CHANGE.VERIFY ALL NAMEPLATE INFORMATION PRIOR TO ORDERING EQUIPMENT OR INSTALLING MATERIALS. NOTIFY ARCHITECT IN CASE OF ANY CONFLICT FOR CLARIFICATION PRIOR TO BEGINNING THE WORK. COORDINATE SPECIAL SYSTEM REQUIREMENTS WITH OWNER AND INSTALL RACE WAYS AND WIRING OR PULL WIRES FOR T.V., TELEPHONE, DOORBELLS, ETC. TO COMPLY WITH OTHER COMPANY'S REQUIREMENTS FOR THIS WORK. GROUND ALL EQUIPMENT, RACEWAYS, PIPING SYSTEMS, DEVICES, MOTORS, ETC. PER NEC ARTICLE 250. ALL GROUNDING/BONDING CONDUCTORS SHALL BE CU. FLEXIBLE METAL CONDUIT (GREENFIELD) SHALL NOT BE USED OUTDOORS. USE LIQUIDTIGHT CONDUIT ONLY, (SEALTIGHT), MAX 6', WITH SEPARATE CU GROUND. BRANCH CIRCUITS FOR CONCEALED DRY AREAS MAY BE TYPE NM CABLE, (ROMEX), ALL NM AND OTHER CONDUCTORS SMALLER THAN #2 SHALL BE COPPER WITH 600V RATING, MINIMUM SIZE #12. NUMBER #2 AND LARGER CONDUCTORS MAY BE ALUMINUM, TYPE THWN, WITH APPROVED CONNECTORS. INSTALL OXIDE INHIBITING COMPOUND AND TORQUE CONNECTIONS PER MFG'S SPECS. UNDERGROUND RACE WAYS SHALL BE MINIMUM 3/4" SCHEDULE 40 PVC, WITH GROUNDING CONDUCTOR SIZED PER NEC ARTICLE 250-122, WITH MINIMUM 24" COVER. COMPLY WITH UTILITY CO STANDARDS FOR EQUIPMENT TYPE, SIZE & LOCATION SAFETY SWITCHES SHALL BE RATED 250V, GENERAL DUTY, SUITABLE FOR THE ENVIRONMENT INSTALLED IN AND BE SECURELY ATTACHED TO STRUCTURE WITH PROPER WORKING CLEARANCE PER THE NEC. ARTICLE 110, WITH A NAMEPLATE. TYPICAL UNIT PANELS MAY BE LOAD CENTER TYPE PANELS WITH MIN 10KAIC CIRCUIT BREAKERS SIZED PER PANEL SCHEDULES FLUSH MOUNTED. VERIFY THE MOUNTING LOCATION PRIOR TO INSTALLATION. VERIFY PANEL LOCATION SHOWN ON DWGS IS NOT IN A STRUCTURAL WALL. DO NOT INSTALL PANEL BOARDS IN A STRUCTURAL LOAD BEARING WALL. PROVIDE TYPED DIRECTORY. DEVICES, SWITCHES AND OUTLETS SHALL BE 15 AMP, RESIDENTIAL GRADE FOR TYPICAL UNITS, EXCEPT THE SMALL APPLIANCE CKTS, LAUNDRY CIRCUITS AND BATHROOM CKTS SHALL BE 20 AMP RATED DEVICES. ALL THE OTHER DEVICES SHALL BE RATED 20 AMP STANDARD GRADE. ALL ELECT DEVICES SHALL HAVE SMOOTH PLASTIC COVERS, COLOR AS SELECTED BY ARCHITECT. ALL OUTDOOR OUTLETS SHALL BE GFI W/WP IN -USE COVERS CHECK ALL RECEPTACLES FOR CORRECT POLARITY. CHECK ALL GFI OUTLETS FOR PROPER OPERATION TO DOWNSTREAM OUTLETS ALL 120V, SINGLE PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS, DINNING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. NEC 210.12(B) IN ALL AREAS SPECIFIED IN 210.52, ALL 125V, 15- & 20-AMPERE RECEPTACALES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. NEC 406.11 ALL PENETRATIONS, (BOXES, RACEWAYS, LIGHTS, WIRING,) THROUGH FIRE RATED WALLS AND/OR CEILINGS SHALL BE EFFECTIVELY SEALED WITH UL. RATED FIRE SEALANT TO RESTORE THE LISTED FIRE RATING. ALL EQUIPMENT INSTALLED IN OR THROUGH THE FIRE RATED STRUCTURE SHALL BE UL RATED 1 OR 2 HOUR USE AS REQUIRED BY FIRE RATING. ALL CEILING OUTLETS SHALL BE SUITABLE FOR CEILING FAN INSTALLATION. SUPPORT PER NEC REQUIREMENTS. ALL OUTLET AND SWITCH BOXES IN 1 HOUR RATED WALLS OR FLOOR/ CEILING ASSEMBLIES SHALL BE UL RATED 1 HOUR, ALLIED MOULDED PRODUCTS SERIES 109X, 93XX. PROVIDE PUDDY PACKS ON OUTLET BOXES WHERE 24" SEPARATION CANNOT BE MET. P N ��i`YY. tY,.a YYYl Y.BILLY R,�PATTERSON YY Y tlkk r _22 1 r� N r rn v � Zo � ^ a m� T U I. I. N Ntv W W U 'o C Z � ca p w w 0 r� 0 qm V E� w v Z v o W r a v cl ow N 3 z � 3 o r� � r� m x z _z < ~ _ J a o � i w < M vl z w a cn n X Q LLJ r Z W n < p rr LLI 0 0— LL1 J J 11.E OU �a V Z rr O z 8 DATE 0 5.22.13 PERMIT ISSUE c CONTROL SEQUENCE W a z cr SHEET NUMBER a d m E-1.2 8 1311-TAUBER-NORTHGATE TED TROUT REVISIONS LEGEND 120V DUPLEX OUTLET 15" A.F.F 208/24OV, 1 P, SINGLE GANG OUTLET 120V DUPLEX OUTLET, ABV COUNTERTOP 9=r 120V HIDDEN DUPLEX OUTLET UJ JUNCTION BOX (OR EQUIP CONN) ® TELEPHONE OUTLET 15" A.F.F e- TELEVISION OUTLET 15" A.F.F SWITCH, 1 P, 120V 3'-6" A.F.F SWITCH, 3W, 120V 3'-6" A.F.F SMOKE ALARM, 120V W/ BATTERY BACKUP AND AUXILLARY CONTACT, INTERLOCK ALL DETECTORS, BRK MDL #9120LB. ® WALL MTD. EXHAUST FAN ' CEILING MOUNTED EXHAUST FAN/LIGHT COMBO KIT -�- PENDANT MOUNTED LIGHT 4' CEILING SURFACE MOUNTED LIGHT 0- BRACKET MOUNTED LIGHT RECESSED LIGHT, 1 HR SR ENCLOSURE TZ' ELECTRIC PANEL BOARD TQ TELEPHONE/TV MSDE BOX T CHIME, 120V 7' A.F.F. T PUSH BUTTON DOOR BELL/EDO, 3'-6" A.F.F. OOOU BRKT. MTD MULTI -BULB LIGHT ® UNDERCOUNTER FLOURESENT STRIP LIGHT MOUNTING HEIGHTS ARE TO BOTTOM OF OUTLET BOX MOUNT RANGE HOOD EXH FAN AND LTG SW'S ON COUNTER TOP SIDE WALL FOR HC UNITS CIRCUITS EQUIPMENT CKT LAUNDRY 5 DISPOSAL 9 DISHWASHER 11 MICROWAVE 13 BATH GFI 15 AC 17,19 RANGE/OVEN 21,23 -------------------- AHU 14,16 DRYER 18,20 WATER HEATER 22,24 KEYED NOTES (TYPICAL ALL UNITS) Q PROVIDE WORKING CLEARANCE PER NEC 110.26. U2 SUPPORT FOR CEILING FAN PER NEC 422.18 AND 314.23, 314.27. © FAN COIL UNIT ® FOR PANEL SCHEDULES AND LOAD ANALYSIS, SEE DRAWING E-7. VERIFY ACTUAL WALL LENGTHS IN FIELD AND ADD OUTLETS TO COMPLY WITH NEC 210.52. © PROVIDE ENCLOSED FIXTURE & MAINTAIN CLEARANCE PER NEC 410.8. GFI PROTECTION MAY BE PROVIDED BY GFI BREAKER OR GFI OUTLET PROTECTING DOWNSTREAM OUTLETS. ® MOUNT ALL KITCHEN COUNTERTOP RECEPTACLES ® 44" AFF TO CENTERLINE OF BOTTOM RECEPTACLE. g0 NOT USED ® RECEPTACLE MOUNTED BELOW COUNTER TOP. SEE DETAIL SHEET E1.2 MAINTAIN MINIMUM 3' CLEARANCE FROM A/C SUPPLY, RETURN AIR A/C REGISTERS, DOOR TO BATHROOM OR KITCHEN, ALSO FROM OUTER EDGE OF CEILING FAN RADIUS. INTERLOCK ALL SMOKE DETECTORS. ® 120V POWER MOUNTED IN FREE SPACE FOR SECURITY INTERFACE FOR TELEPHONE/TV JUNCTION BOX. IF FREE SPACE NOT AVAILABLE MOUNT ABOVE SHELF. ® WIRELESS WATER SUB METER WITH TRANSMITTER TYPICAL ALL UNITS FOR WATER METER. (VERIFY LOCATION) ® DUPLEX OUTLET (1/2 ON SWITCH) MID UNDER SINK FOR DW AND DP POWER. ® MOUNT R/O RECEPTACLE TO CENTER BEHIND R/O TO CLEAR PLUG PER MFG. SPECS. ® COMBINATION MICROWAVE/EF ABOVE RANGE OVEN. © WATER HEATER DISCONNECT PROVIDED BY LOCKABLE BREAKER ® ALL BRANCH CIRCUITS THAT SUPPLY 125-V, SINGLE PHASE, 15 AND 20 AMP OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS. DINNING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. NEC 210.12(B) NEC 406.11 IN ALL AREAS SPECIFIED IN ARTICLE ® 210.52, ALL 125V, 15- AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES ® RECEPTACLE MOUNTED WITHIN 36" OF LAVATORY RIM AND MAX. 12" FROM FRONT OF COUNTER. © TV/ TEL AND POWER OUTLET TO BE MOUNTED BELOW DESKTOP. ® VERIFY DIRECTION OF SLIDING DOOR AND ADJUST RECEPTACLE SPACING TO COMPLY WITH NEC 210.52, ADJUST SWITCH AS REQUIRED ® GENERAL LIGHTING CIRCUIT 2 SERVES 1ST BEDROOM. CLOSET, & BATH. GENERAL LIGHTING CIRCUIT 4 SERVES LIVING ROOM, KITCHEN, LAUNDRY, PATIO, CLOSET, & ENTRY. GENERAL LIGHTING CIRCUIT 6 SERVES 2ND BEDROOM. CLOSET, & BATH. ® PROVIDE WEATHER RESISTANT, GFCI RECEPTACLE WITH IN USE COVER AT ALL PATIOS. ABBREVIATIONS AFCI ARC FAULT CIRCUIT INTERRUPT HW HOT WATER AFF ABOVE FINISHED FLOOR KS KITCHEN SINK AFG ABOVE FINISHED GRADE LAY LAVATORY AC AIR CONDITIONING MC METER CENTER AHU AIR HANDLING UNIT MR MOISTURE RESISTANT BT BATHTUB MW MICROWAVE CA COMBUSTION AIR PC PULL CHAIN CD CONDENSATE DRAIN PEC PHOTO ELECTRIC CELL CDL CONDENSATE DRAIN LINE PRV PRESSURE REDUCING CO CLEAN OUT VALVE CRD CEILING RADIATION DAMPER R/O RANGE OVEN CU COPPER S SINK CW COLD WATER SE SERVICE ENTRANCE D DRYER SGO SINGLE GANG OUTLET DP DISPOSAL SH SHOWER DW DISHWASHER TC TIME CLOCK DV DRYER VENT TEF TOILET EXHAUST FAN EDH ELECTRIC DUCT HEATER T&P COMB. TEMP. & EDF ELECTRIC DRINKING FNTN PRESSURE RELIEF VALVE EDO ELECTRIC DOOR OPERATOR LINO UNLESS NOTED OTHERWISE EF EXHAUST FAN UR URINAL FACP FIRE ALARM CONTROL PANEL VML VARIABLE MULTIPLE LOUVERS FBO FURNISHED BY OTHERS VRV VACUUM RELIEF VALVE FCU FAN COIL UNIT VTR VENT TO ROOF FD FLOOR DRAIN W WASHING MACHINE FU FIXTURE UNITS WC WATER CLOSET GFl GROUND FAULT INTERRUPTER WH WATER HEATER GPM GALLONS PER MINUTE WM WATER METER HVAC HEATING, VENTILATION, AIR WP WEATHERPROOF CONDITIONING WR WEATHER RESISTANT FIRE ALARM & SPRINKLER SYSTEMS UNDER SEPARATE DESIGN AND PERMIT BY LICENSED CONTRACTORS. ALL DEDICATED CKTS TYP ALL UNITS FOR MW, DW, DP, R/0, W. D. AHU, & A/C. NOTE: IN UNITS DESIGNATED FOR VISION AND HEARING IMPAIRED, SUPPLY SMOKE DETECTORS W/INTEGRAL STROBES IN LIEU OF STANDARD SMOKE DETECTORS, BRK MDL# SL177. PROVIDE DOORBELLS WITH VISIBLE AND AUDIBLE SIGNAL IN LIVING ROOMS AND BEDROOMS. i GFI R/l MW PAN FI lFafmM Lwo Ml 0 L fammmmmmmmmME mm °.mod ma U NIT 1A -HC (PARTIAL' WP 0 UNIT 1A ------------- 1 /4" =1'-0" 1 /4" = 1'-0" j (\i 1C i € ur, ESimu m=8 St R-= tk'mM MOM RIMRIMM 3Tx.R= GMED m'sx'm all, an".4`Y. 0 r ` T 1 mmmmWROME.. --- -- ;� 1 70* �f BMW E win immm y'EYEam Emm L.s�d21 tE"rffa�i UNIT 1 Ba - 1 ST FL PARTIAL " - 1/4" =1'-0 I 11 MESH = O0 REF A U R/0 MW 91 — GFI DW DP I ats �' .zrr £ S ?C ':EU r t o r E a 9 '. � FltfiGFI WFi ^ ____ .. 4_ LG ' i ...._ } DN INTERLOCK S UNIT 1 B - SECOND FLOOR 1 /4" = 1'4' jifL'N fl:StfY'i f�°u'GX'a fL7s::� f -'::E SS:Ix3sL; !S5'.i7A�li r"�i.*n.'k*i: $:.':uitS L:YSIb'!i UkT4YRYE1 ti�k:YfS :.t�Si}IEC Sf: � iC�.'.*3it€ .� .,." t~ — — TAHU REF GFI R/0 �..... M W I GFI DW DP L U -1 a -al j 1 /4" = V-0" CD CD W m 2 D z EOF 1 % BILLY R. PATTERSON P................................ �t �, :•e 42890 ti 1, k. �ONAL �yCa.. 0N � z I 0 0 t ID 00 N 00 T v C C T w °cp V c � T � .� .� o LL — .wj c c V E w� zo� W of o w i 3 zt/7 3 oM CL O Q J J � M Z w v) z cW G T Q 0— � <t Q x Cr F- z W n < OCO 0 LLI J W J o Q 0 T F— m O z U Z DATE 0 � 5.22.13 PERMIT ISSUE w W CONTROL SEQUENCE CH BP/CH BB CH BP CH BB r BP BP - W a I ED TROUT REVISIONS UNIT 1 C - FIRST FLOOR, 1 /4" = 1'.0" 0�.«`t fi�.t�:r:3 l �_�.�3 ";^^ �s.� � „'...a lz--, I • / 3_._—. .._.__._.. _ _ .__.i 1 i•••••�a,vz-zr:u-z: m:-c,::.:,m� N � ,� x; W/D t—� ..__.._....._........_-_I "Frj I 3 _._., ; G i i II �_........._.... , .... UP T R _II y - LTG I ! I F 4 3 UP - - - - i ` G` ........................ -.- .... .. .......... i UNIT 1 DS - SECOND FLOOR Unkin-DREN&MI dMaY.A I'll 1 /4" = V-0" 1/4" = 1'-0" 1/4" = 1'-0" UNIT 1 D - SECOND FLOOR 1 /4" = 1'_0" r� N r zo � o d: CC 00 N 'co C Li C Lu w O U � G Zlei. •C •� O ti Laia) 'p C 0 6 O r- >W z O W of o a N 3 z d 3 Oo ��m _¢X z � . - � J O Q W N M V , z w 7 I- rr <C n.. U) Q x w � z w o n OC/) < W J LLJ J o rQ V r O z 8 Z DATE � 5.22.13 PERMIT ISSUE 13 a 0 SHEET NUMBER a E-3 -TAUBER- TROUT REVISIONS WP GFI AT GROUND FLOOR UNITS ONLY UNIT 1 E - FIRST FLOOR 1 /4" =1'-O" JIVINQUIMIM&I 0 1/4" = 1'-0" UNIT 1 E -SECOND FLOOR 1 /4" =1'-0" UNIT 2A - SECOND FLOOR 1 /4" =1'-O" NCD CD 0 z o coc cc) ! ,•i- N N C � Lu L ui w ° c" U S C .m ZLLi- •� p w w 0 0 J V E w v Z v o W ® a N 3 �iJ Z W 10 0 m � m x_ z x < —J o 00 I w z w rr Q U) n X Q Lu H � z w n.. < rr 0 n w J J w o Q C� rr 0 Z DATE z 0 5.22.13 PERMIT ISSUE 0 cc cc SHEET NUMBER a d E-4 8 1311-TAUBER-NORTHGATF REVISIONS 1Q 6.11.13—SERVICE REV TO PNL VIA PEC H-12 1000W WALL FORCED FAN HTR ,[INTEGRAL T—STAT SET AT 40' KEYED NOTES O EMERGENCY BATTERY PACK EGRESS ILLUMINATION IS REQUIRED PER IBC 1003.2.11 OFIRE ALARM AND SPRINKLER DRAWINGS DESIGNED AND SUBMITTED BY LICENSED CONTRACTOR UNDER SEPARATE PERMIT. O3 SEE ARCHITECTURAL DRAWINGS FOR SPRINKLER CLOSET LOCATIONS. FURNISH AND INSTALL 1000W FORCED FAN HEATER, CADET MODEL CSC101TW (CSC151TW FOR 1500W), 120V, WITH FIXED T—STAT SET AT 49 F O WP GFI OUTLETS PROVIDED FOR A/C MAINTENANCE FOR COMPLIANCE WITH NEC SECT 210-63 (WITHIN 25' OF UNITS.) PROVIDE IN USE COVERS FOR ALL OUTDOOR OUTLETS OMETER CENTER(S),AND PANEL "H", SEE DRAWING E-1.1 FOR BUILDING ENTRANCE AND SITE ORIENTATION. SEE DWG E-7 FOR BLDG. LOAD ANALYSIS & ONE —LINE DIAGRAM. OALL THE BREEZEWAY UGHTING IS ROUTED TO PANEL "H" VIA PHOTO ELECTRIC CELL. EXCEPT FOR CKT 7 WHICH IS A 24 HR CIRCUIT. O7 ALL EMERGENCY LIGHTS ARE CONNECTED TO 24 HR. CKT 7. NOTE: FA SYSTEM SHALL BE DESIGNED TO ALLOW CHANGING THE UNIT MINI —HORNS TO HORN STROBES AND ADDING STROBE LIGHTS IN THE BATHROOM(S) PER UBC SECT. 907.9.1.3 FOR HC OCCUPANT. INSTALL WIRING urrn 0wru0nnu ncu lkln FIXTURE SCHEDULE EMERGENCY EXIT LIGHT. TWIN BEAM. 1.5 HOUR RESERVE, SELF ILLUMINATED WITH ® UNIVERSAL MOUNTING KIT. EMERGI—LITE #X-20 SERIES CONNECT TO ROOM/AREA LTG CKTS BEFORE LTG CONTROLS EMERGENCY EGRESS LIGHT, TWIN BEAM, 1.5 HOUR RESERVE, SEALED LEAD CALCIUM BATTERY WITH TEST AND CHARGE LIGHT, BROWN OUT PROTECTION, EXITRONIX MDL# LL50H-6-25 12WATT LAMPS CONNECT TO ROOM/AREA LTG CKTS BEFORE LTG CONTROLS 84" TO BOTTOM OF FIXTURE. WET LOCATION RATED EMERGENCY EGRESS LIGHT, TWIN BEAM, 1.5 HOUR RESERVE, WP SEALED LEAD CALCIUM BATTERY WITH TEST AND CHARGE LIGHT, BROWN OUT PROTECTION, EXITRONIX MDL# LL50H—N4 SERIES 5W LAMPS CONNECT TO ROOM/AREA LTG CKTS BEFORE LTG CONTROLS 84" TO BOTTOM OF FIXTURE. *ALL EMERGENCY EGRESS LIGHTS AND EXIT LIGHTS MUST BE RATED FOR USE OUTDOORS TO THE LOWEST DESIGN TEMPERATURE OF THE INSTALLED LOCATION. -{�- SURFACE LIGHT, 2—PL.9 FL LAMPS, DAMP LOCATION, LOW TEMPERATURE BALLAST, BUG RESISTANT RECESSED LIGHT, 2-120 FL LAMPS, DAMP LOCATION, LOW TEMPERATURE BALLAST -�- COACH LIGHT 2—PL9 FL LAMPS, WET LOCATION, LOW TEMPERATURE BALLAST MOUNT 7'-6� AFG, BUG RESISTANT PORCELAIN LAMPHOLDERS NOT PERMITTED BUILDING - SECOND FLOOR gi11011 _ 11_n" JVI� W-11 V..VJ 1 VI\ --' - -- ADDITIONAL LTG AT PATIOS (TYP) BUILDING - GROUND FLOOR 3/32" = 1'-0" " o...... • .Y� t........................... .... BILLY R. PATTERSON j 42890 ; ��' •ttt,t R.e t�� 4� cS QNAI. � � Asr rR N r zo co m E fr U N vW L� W w 0 _� �c z � .0 p W -� S r— 0 d V W -a z 00 W it o c 0� Q W N 3 Z (/! 3 a � L0 M - a ��m X Zx00 H J Q to Z I W Cq M � z z 0 z 0 i$ 0 0 DATE 0 z 0 5.22.13 PERMIT ISSUE VL, 1 z LL! F- < 0— cl) X Q LU rr I— Z W n < O U) rr LL I 0 n LLI Lj _J o Q C.� Z O z z ��■�� SHEET NUMBER a d E-5 8 10B\1311-Nonhoate-Tauber St\MEP\EP5-BLOG-1311.dwg, 6/11/2013 2:07:15 PM, AcroPlot.pc3 REVISIONS SHEET METAL HOOD ISER PIPING ri ncuu,ir+ �® A,' '0 Ao mi n BUILDING - ROOF PLAN n inn', d 1 nlr 3/32" = V-0" BUILDING -THIRD FLOOR 3/32" = V-0" Ifflem elelm TO ROOF x n 0 N 0) � o CO0)z 1 8 ti W 00 ..� pp MC Lu w 86 U G x •rm ZLLi O L.C. t,a ar t� 'p G = Q' o= V EW a z v o W ® E N 3 z d 3 �Fm c x G Za �. < J 00 OPO 00 z I W V ) z W I- rr <C 0- U) <C x w rr I— z W n OU) rr 0 n W J W _I 0 U rQ V rr O z Z DATE 0 z 5.22.13 PERMIT ISSUE 0 CONTROL SEQUENCE W COL o SHEET NUMBER a E-6 8 1-TAUBER- TROUT GROUNDING NOTE: 250.64(C) CONTINUOUS - THE GROUNDING ELECTRODE CONDUCTOR(S) SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT A SPLICE OR JOINT EXCEPT AS PERMITTED IN (1) THROUGH (4): (1) SPLICING SHALL BE PERMITTED ONLY BY IRREVERSIBLE COMPRESSION -TYPE CONNECTORS LISTED AS GROUNDING AND BONDING EQUIPMENT OR BY THE EXOTHERMIC WELDING PROCESS. (2) WHERE ALUMINUM BUSBARS ARE USED, THE INSTALLATION SHALL COMPLY WITH 250.64(A). * - UL SERIES RATED FOR MAXIMUM AVAILABLE 42,000 AMPS FAULT CURRENT ALL EQUIPMENT SHALL BE APPROVED BY POWER COMPANY PRIOR TO ORDERING EQUIP. COMPLY WITH ALL POWER COMPANY SPECIFICATIONS FOR INSTALLATION OF EQUIPMENT METERS, AND SE CONDUCTORS. NOTE: NEC SECTION 110.22 - ALL S.E. MAIN CIRCUIT BREAKERS/TENANT BREAKERS/ PANEL BREAKERS ARE SERIES RATED. THE EQUIPMENT ENCLOSURE(S) SHALL BE LEGIBLY MARKED IN THE FIELD TO INDICATE THE EQUIPMENT HAS BEEN APPLIED WITH A SERIES COMBINATION RATING. THE MARKING SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIROMENT. MARKING SHALL BE READILY VISIBLE AND STATE THE FOLLOWING: "CAUTION - SERIES COMBINATION SYSTEM RATED --- AMPERES, IDENTIFIED REPLACEMENT COMPONENTS REQUIRED." ONE LINE DIAGRAM - BLDG 1 (33 UNITS) PHOTO ELECTRIC CELLS PNL P @ POOL EQUIP PAD 2"C,3#2/0 THWN AL, i#6 Cu G XFMR ( 33 ) METER CENTER W/ PNL H 120V TO HOUSE LTG TYP EACH PEC CKT 200A J HOUSE METER 2.5"C,3#250 THWN AL, 1#6G CU 8;i4wti4, =====0=====J TO POWER CO. XFMR SEE #6 CU SERVICE ENTRANCE CONDUCTOR SCHEDULE 5/8"x8' COPPER GROUND ROD. SERVICE ENTRANCE MAIN CB 1200/3 MCB, 42 KAIC* N3R 120/208V, 3PH, 4W TO TYP. APT. PANEL, 10 KAIC* 6 TYP. APT. METER W/ MCB #3/0 CU BOND TO METAL SPRINKLER PIPING r #4 CU APPROVED CONNECTOR STUB OUT 1/2" REBAR CONNECTED TO MIN.20' 1/2" BARE REBAR ENCASED WITH AT LEAST 2" OF CONCRETE LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING PER 250.52(A)(3). STUB UP AND OUT FOR CONNECTION TO #4 CU GROUNDING. EQUIVALENT AHU KW 240 208 5KW 5KW X 75% = 3.75KW 6KW 6KW X 75% = 4.5KW 8KW 8KW X 75% = 6KW 1OKW 1OKW X 75% = 7.5KW 12KW 12KW X 75% = 9KW CONDUIT AND WIRE BY ELECTRICAL CONTRACTOR HOUSE PANEL LOAD ANALYSIS 62 BREEZEWAY LTGS TWIN 11W FL 1364W X 125% = 1705W 4 WALL PACKS 175W EACH 70OW X 125% = 875W FACP, SPRINKLER HTR 1750W X 100% = 1750W 16 RECEPTACLES ® 180W EACH 288OW X 100% = 288OW 1 POLE LTGS 150W EACH 150W X 125% = 188W 7 POLE LTGS 100W EACH 70OW X 125% = 70OW 1 CARD READER ® 120OW 120OW X 100% = 120OW 2 ENTRY/EXIT GATES 0 2000W EACH 4000W X 100% = 4000W PNL P W/ 25% LARGEST MOTOR 2140OW X 100% = 2140OW TOTAL PER NEC DEMAND 120/208V, 1PH, 3W 34698W = 167A W W IOB\1311-Northgate-Tauber St\MEP\CALCS-1311.dwg, 6/24/20134:57.06 PM, AcroPlot.pc3 NOTE: ALL BREAKER KAIC RATINGS SUBJECT TO CHANGE PER POWER CO. XFMR LAYOUT AND AVAILABLE FAULT CURRENT. INSTALL NAMEPLATE STATING AVAILABLE FAULT CURRENT & DATE CALCULATED. PANEL P (2) POOL PUMPS @ 5000VA = 10000 LTG & RECEP FOR POOL = 3750 (2) ENTRY/EXIT GATES @ 2000VA = 4000 (1) CARD READER @ 1200VA = 1200 (1) ENTRY SIGN @ 1200VA = 1200 TOTAL = 20150 + 25% LARGEST MTR = 1250 TOTAL DEMAND = 21400 @120/208V, 1PH, 3W = 103A *******************PANEL P****************** 125A MCB, 120/208V, 1PH, 3W 22KAIC, SURFACE N3R MOUNTED ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CIR# POOL PUMP #8 50/2 5000 1,3 POOL PUMP #8 50/2 5000 5,7 POOL LTG,GFI,PEC**#12 20/1 950 9 POOL RECEP GFI #12 20/1 950 11 SPACE 13-23 -------------------------------------------- POOL LTG GFI #12 20/1 1200 2 GFI OUTLETS #12 20/1 1200 4 ENTRY/EXIT GATE #10 20/2 2000 6,8 ENTRY/EXIT GATE #10 20/2 2000 10,12 CARD READER #12 20/1 1200 14 ENTRY SIGN #12 20/1 1200 16 SPACE 18-24 ALL WIRE THWN CU, #12 UNLESS NOTED OTHERWISE ******************************************** I SERVICE ENTRANCE CONDUCTOR SCHEDULE ALUMINUM AMPS MCB BLDG METER CENTER TYPICAL 1200A (4)-3"C EACH W 4#500 1240A ALL CONDUCTORS THWN, XHHW-2 OR EQUAL ALUMINUM. VERIFY MAX #/SIZE OF CONDUCTORS TO PWR CO XFMR. AMPACITIES PER TABLE 310.16 NEC. PANEL "H" SERVICE: 120/208V 1PH /60-MAINS 200A MLO 22 KAIC CABINET SURFACE, N3R MOUNTED CIR BKR MAX LOAD CIR NO. CIR NO. MAX LOAD CIR BKR ENTRY LIGHTS 20 1500 1 ^ ^ ^ ^ ^ '� - - ^- ^- ^- ^- ^- '� = ^- ^- ^- '1 2 1200 20 AREA LIGHTING Q ENTRY LIGHTS CD 20 1500 3 4 1200 20 AREA LIGHTING G) ENTRY LIGHTS 20,1500 5 6 1200 20 AREA UGH11NG ENTRY LIGHTS 20 1500 7 8 1200 20 SPARE PNL P 125 10700 9 10 1200 20 1 GFI OUTLETS #10 - 125 10700 11 12,1000 20 SPRINKLER HTR #10 SPACE - 13 14 - SPACE ENTRY/EXIT GATE #10 20 2000 15 16 - SPACE 10 20 - 17 18 750 20 FIRE ALARM CP ENTRY/EXIT GATE #10 20 2000 19 20 - SPACE - #10 20 - 21 22 =241 20 CARD READER SPACE - 23 SPACE G) VIA PHOTO CELL & HOA OVERIDE O LOCK ON BREAKER ALL WIRE THWN CU #12 UNLESS NOTED OTHERWISE ® 24 HR CKT QREVISED ALL UNITS TO 1 1 PH 2O8V UNIT LOAD ANALYSIS * * * * *************************************** UNIT 1A LOAD ANALYSIS 641 SQ FT UNIT 1D LOAD ANALYSIS 737 SQ FT LIGHTING,3VA / SQ FT = 1923 LIGHTING,3VA / SQ FT = 2211 (2) SMALL APPL CKTS = 3000 (2) SMALL APPL CKTS = 3000 LAUNDRY CIRCUIT = 1500 LAUNDRY CIRCUIT = 1500 EXH FANS / CELING FANS = 200 EXH FANS / CELING FANS = 200 GARBAGE DISPOSAL = 850 GARBAGE DISPOSAL = 850 WATER HEATER @ 208V = 3375 WATER HEATER @ 208V = 3375 MICROWAVE = 1000 MICROWAVE = 1000 DISHWASHER = 1200 DISHWASHER = 1200 RANGE/OVEN @ 208V = 8000 RANGE/OVEN @ 208V = 8000 DRYER = 5000 DRYER = 5000 SUBTOTAL = 26048 SUBTOTAL = 26336 DEMAND FACTOR OPT. METHOD DEMAND FACTOR OPT. METHOD 1ST 10 KVA @ 100% = 10000 1ST 10 KVA @ 100% = 10000 REMAINDER VA 16048 @ 40% = 6419 REMAINDER VA 16336 @ 40% = 6534.4 A/C 1.5 TON 2.OKW @ 100% = OMIT A/C 1.5 TON 2.OKW @ 100% = OMIT CENTRAL HEAT 6KW @ 65% - 3900 CENTRAL HEAT 6KW @ 65% = 3900 TOTAL DEMAND = 20319 TOTAL DEMAND = 20434.4 @120/208V, 1PH, 3W = 98 @120/208V, 1PH, 3W = 98 FEEDER #1 AL SER** = 100 FEEDER #1 AL SER** = 100 TOTAL CONNECTED LOAD = 34048 TOTAL CONNECTED LOAD = 34336 MAIN CIRCUIT BREAKER = 100/2 MAIN CIRCUIT BREAKER = 100/2 *************************************** *************************************** *************************************** *************************************** UNIT 2A LOAD ANALYSIS 1079 SQ FT UNIT 1DS LOAD ANALYSIS 1022 SQ FT LIGHTING,3VA / SQ FT = 3237 LIGHTING,3VA / SQ FT = 3066 (2) SMALL APPL CKTS = 3000 (2) SMALL APPL CKTS = 3000 LAUNDRY CIRCUIT = 1500 LAUNDRY CIRCUIT = 1500 EXH FANS / CELING FANS = 200 EXH FANS / CELING FANS = 200 GARBAGE DISPOSAL = 850 GARBAGE DISPOSAL = 850 WATER HEATER @ 208V = 3375 WATER HEATER @ 208V = 3375 MICROWAVE = 1000 MICROWAVE = 1000 DISHWASHER = 1200 DISHWASHER = 1200 RANGE/OVEN @ 208V = 8000 RANGE/OVEN @ 208V = 8000 DRYER = 5000 DRYER = 5000 SUBTOTAL = 27362 SUBTOTAL = 27191 DEMAND FACTOR OPT. METHOD DEMAND FACTOR OPT. METHOD 1ST 10 KVA @ 100% = 10000 1ST 10 KVA @ 100% = 10000 REMAINDER VA 17362 @ 40% = 6944.8 REMAINDER VA 17191 @ 40% = 6876.4 A/C 2.0 TON 3.OKW @ 100% = OMIT A/C 2.0 TON 3.OKW @ 100% = OMIT CENTRAL HEAT 6KW @ 65% = 3900 CENTRAL HEAT 7.5KW @ 65% = 4875 TOTAL DEMAND = 20844.8 TOTAL DEMAND = 21751.4 @120/208V, 1PH, 3W = 100 @120/208V, 1PH, 3W = 105 FEEDER #1/0 AL SER** = 120 FEEDER #1/0 AL SER** = 120 TOTAL CONNECTED LOAD = 35362 TOTAL CONNECTED LOAD = 37191 MAIN CIRCUIT BREAKER = 110/2 MAIN CIRCUIT BREAKER = 110/2 *************************************** *************************************** *************************************** *************************************** UNIT 1B LOAD ANALYSIS 780 SQ FT UNIT 1E LOAD ANALYSIS 814 SQ FT LIGHTING,3VA / SQ FT = 2340 LIGHTING,3VA / SQ FT = 2442 (2) SMALL APPL CKTS = 3000 (2) SMALL APPL CKTS = 3000 LAUNDRY CIRCUIT = 1500 LAUNDRY CIRCUIT = 1500 EXH FANS / CELING FANS = 200 EXH FANS / CELING FANS = 200 GARBAGE DISPOSAL = 850 GARBAGE DISPOSAL = 850 WATER HEATER @ 208V = 3375 WATER HEATER @ 208V = 3375 MICROWAVE = 1000 MICROWAVE = 1000 DISHWASHER = 1200 DISHWASHER = 1200 RANGE/OVEN @ 208V = 8000 RANGE/OVEN @ 208V = 8000 DRYER = 5000 DRYER = 5000 SUBTOTAL = 26465 SUBTOTAL = 26567 DEMAND FACTOR OPT. METHOD DEMAND FACTOR OPT. METHOD 1ST 10 KVA @ 100% = 10000 1ST 10 KVA @ 100% = 10000 REMAINDER VA 16465 @ 40% = 6586 REMAINDER VA 16567 @ 40% = 6626.8 A/C 2.0 TON 3.OKW @ 100% = OMIT A/C 2.0 TON 3.OKW @ 100% = OMIT CENTRAL HEAT 6KW @ 65% = 3900 CENTRAL HEAT 7.5KW @ 65% = 4875 TOTAL DEMAND = 20486 TOTAL DEMAND = 21501.8 @120/208V, 1PH, 3W = 98 @120/208V, 1PH, 3W = 103 FEEDER #1 AL SER** = 100 FEEDER #1/0 AL SER** = 120 TOTAL CONNECTED LOAD = 34465 TOTAL CONNECTED LOAD = 36567 MAIN CIRCUIT BREAKER = 100/2 MAIN CIRCUIT BREAKER = 110/2 *************************************** *************************************** *************************************** *************************************** UNIT 1BA LOAD ANALYSIS 780 SQ FT UNIT 1E UP LOAD ANALYSIS 814 SQ FT LIGHTING,3VA / SQ FT = 2340 LIGHTING,3VA / SQ FT = 2442 (2) SMALL APPL CKTS = 3000 (2) SMALL APPL CKTS = 3000 LAUNDRY CIRCUIT = 1500 LAUNDRY CIRCUIT = 1500 EXH FANS / CELING FANS = 200 EXH FANS / CELING FANS = 200 GARBAGE DISPOSAL = 850 GARBAGE DISPOSAL = 850 WATER HEATER @ 208V = 3375 WATER HEATER @ 208V = 3375 MICROWAVE = 1000 MICROWAVE = 1000 DISHWASHER = 1200 DISHWASHER = 1200 RANGE/OVEN @ 208V = 8000 RANGE/OVEN @ 208V = 8000 DRYER = 5000 DRYER = 5000 SUBTOTAL = 26465 SUBTOTAL = 26567 DEMAND FACTOR OPT. METHOD DEMAND FACTOR OPT. METHOD 1ST 10 KVA @ 100% = 10000 1ST 10 KVA @ 100% = 10000 REMAINDER VA 16465 @ 40% = 6586 REMAINDER VA 16567 @ 40% = 6626.8 A/C 2.5 TON 4.OKW @ 100% = OMIT A/C 2.0 TON 3.OKW @ 100% = OMIT CENTRAL HEAT 6KW @ 65% - 3900 CENTRAL HEAT 6KW @ 65% = 3900 TOTAL DEMAND = 20486 TOTAL DEMAND = 20526.8 @120/208V, 1PH, 3W = 98 @120/208V, 1PH, 3W = 99 FEEDER #1 AL SER** = 100 FEEDER #1 AL SER** = 100 TOTAL CONNECTED LOAD = 34465 TOTAL CONNECTED LOAD - 34567 MAIN CIRCUIT BREAKER = 100/2 MAIN CIRCUIT BREAKER = 100/2 *************************************** *************************************** *************************************** UNIT 1C LOAD ANALYSIS 807 SQ FT NOTE: EQUIVALENT ELECT USED FOR CENTRAL LIGHTING,3VA / SQ FT = 2421 HEAT 75% OF KW REFERRED TO ON M-2. (2) SMALL APPL CKTS = 3000 SEE "EQUIVALENT AHU KW" ON THIS SHT. LAUNDRY CIRCUIT = 1500 EXH FANS / CELING FANS = 200 GARBAGE DISPOSAL = 850 WATER HEATER @ 208V = 3375 MICROWAVE = 1000 DISHWASHER = 1200 RANGE/OVEN @ 208V = 8000 DRYER = 5000 SUBTOTAL = 26546 DEMAND FACTOR OPT. METHOD 1ST 10 KVA @ 100% = 10000 REMAINDER VA 16546 @ 40% = 6618.4 A/C 2.0 TON 3.OKW @ 100% = OMIT CENTRAL HEAT 6KW @ 65% - 3900 TOTAL DEMAND = 20518.4 @120/208V, 1PH, 3W = 99 FEEDER #1 AL SER** = 100 TOTAL CONNECTED LOAD = 34546 MAIN CIRCUIT BREAKER = 100/2 *************************************** BUILDING LOAD ANALYSIS 120/208V,3PH,4W BUILDING TYPE I - 33 UNITS BLDG QUAN TYPE VA/UNIT VA METER CENTER 1 - 33 UNITS 2 lA 34048 68096 1 2A 35362 35362 4 1B 34465 137860 3 1BA 34465 103395 13 1C 34546 449098 7 1D 34336 240352 1 1DS 37191 37191 1 1E DN 36567 36567 1 1E UP 34567 34567 33 TOTAL 1142488 DEMAND KVA AMPS SE MCB 31% 354.2 +PNL H 984 167 1151 1200/3 UNIT LOADCENTERS/PANELBOARDS ************ UNIT 1A LOADCENTER *********** ************* UNIT 1D LOADCENTER ********** 100 MLO, 120/208V, 1PH, 60HZ, 3W 100 MLO, 120/208V, 1PH, 60HZ, 3W 10KAIC, FLUSH N-1 MOUNTED 10KAIC, FLUSH N-1 MOUNTED ISOLATED NEUTRAL, GROUND BUS, 24 CKT ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 3 SMALL APPL #12 20/1 1500 3 LAUNDRY #12 20/1 1500 5 LAUNDRY #12 20/1 1500 5 REFRIGERATOR #12 20/1 1200 7 REFRIGERATOR #12 20/1 1200 7 DISPOSAL #12 20/2 850 9 DISPOSAL #12 20/2 850 9 DISHWASHER #12 -- 1200 11 DISHWASHER #12 -- 1200 11 MICROWAVE #12 20/1 1000 13 MICROWAVE #12 20/1 1000 13 BATH GFI #12 20/1 1500 15 BATH GFI #12 20/1 1500 15 AC 1.5 TON #12 20/2 2000 17,19 AC 1.5 TON #12 20/2 2000 17,19 RANGE/OVEN #8 - 40/2800021,23* --- --- RANGE/OVEN#840/2800021,23* --- GENERAL LTG #12 20/1 1800 2 -------- GENERAL LTG --- #12 --- 20/1 1800 2 GENERAL LTG #12 20/1 1800 4 GENERAL LTG #12 20/1 1800 4 SPACE 6 SPACE 6 SPACE 8 SPACE 8 SPACE 10 SPACE 10 SPACE 12 SPACE 12 AHU 8.0 KW #8 40/2 6000 14,16* AHU 8.0 KW #8 40/2 6000 14,16* DRYER #10 30/2 5000 18,20 DRYER #10 30/2 5000 18,20 WATER HEATER 410 30/2 3375 22,24* WATER HEATER #10 30/2 3375 22,24* ****************************************** ******************************************* ************ UNIT 2A LOADCENTER *********** ************* UNIT 1DS LOADCENTER ********* 125 MLO, 120/208V, 1PH, 60HZ, 3W 125 MLO, 120/208V, 1PH, 60HZ, 3W 10KAIC, FLUSH N-1 MOUNTED 10KAIC, FLUSH N-1 MOUNTED ISOLATED NEUTRAL, GROUND BUS, 24 CKT ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 3 SMALL APPL #12 20/1 1500 3 LAUNDRY #12 20/1 1500 5 LAUNDRY #12 20/1 1500 5 REFRIGERATOR #12 20/1 1200 7 REFRIGERATOR #12 20/1 1200 7 DISPOSAL #12 20/2 850 9 DISPOSAL #12 20/2 850 9 DISHWASHER #12 -- 1200 11 DISHWASHER #12 -- 1200 11 MICROWAVE #12 20/1 1000 13 MICROWAVE #12 20/1 1000 13 BATH GFI #12 20/1 1500 15 BATH GFI #12 20/1 1500 15 AC 2.0 TON #12 20/2 3000 17,19 AC 2.0 TON #12 20/2 3000 17,19 RANGE/OVEN -------- #840/2 --- - 8000 21,23* RANGE/OVEN#840/2 --- - 8000 21,23* GENERAL LTG #12 20/1 1800 2 -------- GENERAL LTG #12 20/1 1800 2 GENERAL LTG #12 20/1 1800 4 GENERAL LTG #12 20/1 1800 4 iSPACE 6 SPACE 6 SPACE 8 SPACE 8 SPACE 10 SPACE 10 £SPACE 12 SPACE 12 'AHU 8.0 KW #8 40/2 6000 14,16* AHU 10.0 KW #6 50/2 7500 14,16* ;DRYER #10 30/2 5000 18,20 DRYER #10 30/2 5000 18,20 SWATER HEATER #10 30/2 3375 22,24* WATER HEATER #10 30/2 3375 22,24* ******************************************* ******************************************* ************ UNIT 1B LOADCENTER *********** ************ UNIT 1E DN LOADCENTER ******** 1100 MLO, 120/208V, 1PH, 60HZ, 3W 125 MLO, 120/208V, 1PH, 60HZ, 3W 10KAIC, FLUSH N-1 MOUNTED 10KAIC, FLUSH N-1 MOUNTED (ISOLATED NEUTRAL, GROUND BUS, 24 CKT ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# :SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 3 SMALL APPL #12 20/1 1500 3 LAUNDRY #12 20/1 1500 5 LAUNDRY #12 20/1 1500 5 REFRIGERATOR #12 20/1 1200 7 REFRIGERATOR #12 20/1 1200 7 DISPOSAL #12 20/2 850 9 DISPOSAL #12 20/2 850 9 DISHWASHER #12 -- 1200 11 DISHWASHER #12 -- 1200 11 MICROWAVE #12 20/1 1000 13 MICROWAVE #12 20/1 1000 13 BATH GFI #12 20/1 1500 15 BATH GFI #12 20/1 1500 15 AC 2.0 TON #12 20/2 3000 17,19 AC 2.0 TON #12 20/2 3000 17,19 RANGE/OVEN ------------------------------------------ #8 40/2 8000 21,23* RANGE/OVEN ------------------------------------------ #8 40/2 8000 21,23* GENERAL LTG #12 20/1 1800 2 GENERAL LTG #12 20/1 1800 2 GENERAL LTG #12 20/1 1800 4 GENERAL LTG #12 20/1 1800 4 SPACE 6 SPACE 6 SPACE 8 SPACE 8 SPACE 10 SPACE 10 SPACE 12 SPACE 12 AHU 8.0 KW #8 40/2 6000 14,16* AHU 10.0 KW #6 50/2 7500 14,16* DRYER #10 30/2 5000 18,20 DRYER #10 30/2 5000 18,20 WATER HEATER #10 30/2 3375 22,24* WATER HEATER #10 30/2 3375 22,24* ******************************************* ******************************************* *********** UNIT 1BA LOADCENTER *********** ************ UNIT 1E UP LOADCENTER ******** 100 MLO, 120/208V, 1PH, 60HZ, 3W 100 MLO, 120/208V, 1PH, 60HZ, 3W 10KAIC, FLUSH N-1 MOUNTED 10KAIC, FLUSH N-1 MOUNTED ISOLATED NEUTRAL, GROUND BUS, 24 CKT ISOLATED NEUTRAL, GROUND BUS, 24 CKT LOAD WIRE BKR WATTS CIR# LOAD WIRE BKR WATTS CIR# SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 1 SMALL APPL #12 20/1 1500 3 SMALL APPL #12 20/1 1500 3 LAUNDRY #12 20/1 1500 5 LAUNDRY #12 20/1 1500 5 REFRIGERATOR #12 20/1 1200 7 REFRIGERATOR #12 20/1 1200 7 DISPOSAL #12 20/2 850 9 DISPOSAL #12 20/2 850 9 DISHWASHER #12 -- 1200 11 DISHWASHER #12 -- 1200 it MICROWAVE #12 20/1 1000 13 MICROWAVE #12 20/1 1000 13 BATH GFI #12 20/1 1500 15 BATH GFI #12 20/1 1500 15 AC 2.5 TON #10 30/2 4000 17,19 AC 2.0 TON #12 20/2 3000 17,19 RANGE/OVEN --------#8---40/2---8000---21,23* RANGE/OVEN 21,23* :GENERAL LTG #12 20/1 1800 2 --------#8---40/2---8000 GENERAL LTG #12 20/1 --- 1800 2 GENERAL LTG #12 20/1 1800 4 GENERAL LTG #12 20/1 1800 4 =SPACE 6 SPACE 6 ,SPACE 8 SPACE 8 !SPACE 10 SPACE 10 SPACE 12 SPACE 12 IAHU 8.0 KW #8 40/2 6000 14,16* AHU 8.0 KW #8 40/2 6000 14,16* DRYER #10 30/2 5000 18,20 DRYER #10 30/2 5000 18,20 WATER HEATER #10 30/2' 3375 22,24* WATER HEATER #10 30/2 3375 22,24* ************ UNIT 1C LOADCENTER *********** ALL A/C BREAKERS SHALL BE HACR RATED. 1100 MLO, 120/208V, 1PH, 60HZ, 3W INSTALL MOCP PER A/C NAMEPLATE. 110KAIC, FLUSH N-1 !ISOLATED MOUNTED INSTALL 2-POLE BKR FOR COMMON RECEPTACLE NEUTRAL, GROUND BUS, 24 CKT USED FOR DW & DP. ALL WIRE TYPE NM !LOAD WIRE BKR WATTS CIR# COPPER. ALUM PROHIBITED ON BRANCH CIRCUITS. ;SMALL APPL #12 20/1 1500 1 INSTALL SER AND 220V CKTS IN SEPARATE ;SMALL APPL #12 20/1 1500 3 -BUSHED-OPENINGS IN TOP OF PANEL. INSTALL LAUNDRY #12 20/1 1500 5 4W CKT AND RECEPTACLE FOR RANGE AND DRYER. .REFRIGERATOR #12 20/1 1200 7 INSTALL REFRIGERATOR RECEPTACLE AHEAD ?DISPOSAL #12 20/2 850 9 OF GFI PROTECTION. DISHWASHER #12 -- 1200 11 ALL 120V, SINGLE PHASE, 15- AND 20-AMPERE MICROWAVE #12 20/1 1000 13 BRANCH CIRCUITS SUPPLYING OUTLETS BATH GFI 'AC #12 20/1 1500 15 INSTALLED IN DWELLING UNITS FAMILY ROOMS, 2.0 TON #12 20/2 3000 17,19 DINNING ROOMS, LIVING ROOMS, PARLORS, RANGE/OVEN #8 40/2 8000 21,23* LIBRARIES, DENS, BEDROOMS, SUNROOMS, ------------------------------------------ RECREATION ROOMS, CLOSETS, HALLWAYS, OR GENERAL LTG #12 20/1 1800 2 SIMILAR ROOMS OR AREAS SHALL BE SHALL BE GENERAL LTG #12 20/1 1800 4 PROTECTED BY A LISTED ARC -FAULT CIRCUIT SPACE 6 INTERRUPTER, COMBINATION -TYPE, INSTALLED SPACE 8 TO PROVIDE PROTECTION OF THE BRANCH SPACE 10 CIRCUIT. NEC 210.12(B) SPACE 12 AHU 8.0 KW #8 40/2 6000 14,16* IN ALL AREAS SPECIFIED IN 210.52, ALL 125V, DRYER #10 30/2 5000 18,20 15- & 20-AMPERE RECEPTACALES SHALL BE WATER HEATER #10 30/2 3375 22,24* LISTED TAMPER -RESISTANT RECEPTACLES. ******************************************* NEC 406.11 LOCAL CODES 2011 NATIONAL ELECTRICAL CODE MIN #12 WIRE REFRIGERATOR ON SEPARATE CKT REVISIONS 6.11.13-SERVICE REV. OF �1 BILLY R. �PATTERSON............ ........> kk AVE 0r N i v� z O I t0 d- to E r. o W NN cw W lil 4)Cn U c z L _ •0 O IL W 0 •v c � i� c c V E W .Q z 0 0 W 0 Ld 3 z a3 o "' • O o0 x z I- � J 00 0 O r 00 i W cL M n zz Z �i z 0 0 0 fx 8 z DATE c 5.22.13 PERMIT ISSUE i� CONTROL SEQUENCE - PM - a PM w - - a z SHEET NUMBER a d E-7 c� v V J F_ z W 1- < 0- U) Q Q W r z UJ CL O� cr W W J Lu J o TV 1 rr O z 1311-TAUBER-NORTHGATE TED TROUT REVISIONS 1311 - Northgate Proper Apartments College Station, Texas Sheet # Description Scale M-1.1 Mechanical Site Plan 1"=30' M-1.2 Mechanical Specifications NTS M-2 Mechanical Plans - Units 1A, 1A-HC, 1B, 1Ba 1/4"=110" M-3 Mechanical Plans - Units 1C, 1D, 1DS 1/4"=1'0" M-4 Mechanical Plans - Units 1E, 2A 1/4"=110" E-1.1 Electrical Site Plan 1"=30' E-1.2 Electrical Specifications NTS E-2 Electrical Plans - Units 1A, 1A-HC, 1B, 1Ba 1/4"=1'0" E-3 Electrical Plans - Units 1C, 1D, 1DS 1/4"=110" E-4 Electrical Plans - Units 1E, 2A 1/4"=110" E-5 Electrical Plans - Building - lst & 2nd Floor 3/32"=1'0" E-6 Electrical Plans - Building - 3rd/4th Floors & Roof 3/32"=110" E-7 Electrical Calcs - Load Analysis & One Line Diagram NTS P-1.1 Plumbing Site Plan 1"=30' P-1.2 Plumbing Specifications NTS P-2 Plumbing Plans - Units 1A, IA-HC, 1B, 1Ba 1/4"=110" P-3 Plumbing Plans - Units 1C, 1D, 1DS 1/4"=1'0" P-4 Plumbing Plans - Units 1E, 2A 1/4"=1'Off P-5.1 Plumbing Plans - Bldg - lst & 2nd Fl Sanitary Sewer 3/32"=110 P-5.2 Plumbing Plans - Bldg - 3rd & 4th Fl Sanitary Sewer 3/32"=110 P-6.1 Plumbing Plans - Bldg - lst & 2nd Fl Domestic Water 3/32"=110 P-6.2 Plumbing Plans - Bldg - 3rd & 4th Fl Domestic Water 3/32"=110 P-7 Plumbing Risers NTS P-8 Plumbing Risers NTS ALL A./C CONDENSERS ARE MOUNTED ON ROOF SEE EILDG PLANS r W LU 1, \ MIA 1- H C `--= 1 Ba � ga a 1 POOL j 1-E r r 1 E U 1B 1B L 'o 17C1C 1B 1B 1D 1D MAI 0 1D 1C 1DS _ 1C 2A 1D 1 D 1C 1D R -- -` 1C YAVBER ROAD SITE PLAN 1" =,30'-0" COLLEGE STATION, TEXAS l\q ENFORCED CODES: �./CODE 2012 SITE PLAN FOR REFERENCE ONLY SEE 1/8" DWGS FOR SANITARY SEWER AND DOMESTIC WATER LAYOUTS SEE CML DWGS FOR SITE UTILITIES OF �* •*e* •f •�*i� .......................... BILLY ((((( BILLY R. PATTER.S6N 42890 .f {III 0,2% !�I; IVStiU '' "�• .• �, r (� N rn_ j r zO � O mr r 00 U I.r 00 �y N a) W LU W V c c z LLi •c.� O LL v c c `j � E W v z o c Uj E o C v zF 0�. 0 �r-m z .. J Q CO Z Lit Cf) 1— z W rr n Q Q, W rr F— z LLLJ I..t. < 0 U) Uj w n ..I W J o r� V (_ I— rr 0 z o Z DATE 0 0 5.22.13 PERMIT ISSUE a� la w CONTROL SEQUENCE a W IL 0 SHEET NUMBER a P-1.1 S2 -TAUE TROUT REVISIONS E� Pri FYI KII� vo PVC AND CPVC PIPES - SCHED 40 NOMINAL OUTSIDE WALL DIAMETER PVC WEIGHT PIPE DIAMETER THICKNESS (INCHES) (LB/IOft) 17 SIZE (INCHES) (INCHES) 16 23 (INCHES) 0.622 21 34 0.109 0.824 32 46 1 /2 0.840 0.113 1.049 43 55 3/4 1.050 0.133 1.380 51 74 1 1.315 0.140 1.610 68 118 1-1/4 1.660 0.145 2.067 107 154 1-1/2 1.900 0.154 2.469 141 220 2 2.375 0.203 3.068 201 2-1/2 2.875 0.216 4.026 3 3.500 0.237 4 4.500 NOMINAL MINIMUM INSIDE CPVC EXTERIOR OR NONBEARING BEARING WALL PARTITION NOTCH BORED HOLES 4OXDIA. 4OX OF STUD STUD WIDTH W WIDTH, 60% OF MAXSTUD . STUD WIDTH IF STUD DOUBLE BORED HOLES MIN. 5/8" DIA. 6OX OF STUD FROM STUD t WIDTH MAX. FACE OTCH 5X OFMIN. TUD WIDTH 5/8" MAX. FROM STUD FACE NOTCHES OR HOLES IN WOOD STUDS IBC 2308.9.10&11 PIPING MATERIAL HANGER SPACING (TABLE 308.5 IPC) MATERIAL MAX. HORIZ. MAX. VERTICAL SPACING FT SPACING FT CAST IRON PIPE * 5 15 COPPER COPPER ALLOY PIPE 12 10 COPPER COPPER ALLOY TUBING 6 10 1-1 4" DIA OR SMALLER COPPER/COPPER ALLOY TUBING 10 10 (1-1/2" DIH AND LARGER CPVC PIPE OR TUBING, 3 10** 1 " OR SMALLER CPVC PIPE OR TUBING, 1-1/4" OR LARGER 4 1 PVC PIPE 4 10** * THE MAXIMUM HORIZONTAL SPACING OF CAST IRON PIPE HANGERS SHALL BE INCREASED TO 1OFT WHERE 10 FOOT LENGTHS OF PIPE ARE INSTALLED ** MIDSTORY GUIDE FOR SIZES 2 INCHES AND SMALLER WATER CONSERVATION MAXIMUM WTR USAGE PER FIXTURE RES WTR CLOSETS 1.6 GAL/FLUSH NON—RES WTR CLOSETS 3.5 GAL/FLUSH URINALS 1.0 GAL/FLUSH RES SINK/FAUCETS 1.5 GPM NON—RES SINK/FAUCETS .5 GPM SHOWERHEADS 2.5 GPM KITCHEN FAUCETS 2.2 GPM HC UNITS: SHOWER UNIT, A SHOWER SPRAY UNIT WITH A HOSE AT LEAST 60" LONG THAT CAN BE USED BOTH AS A FIXED SHOWER HEAD AND AS A HAND HELD SHOWER SHALL BE PROVIDED. THE MOUNTING DEVICE FOR THE HAND HELD SHOWER HEAD SHALL COMPLY WITH 4.2.5 FORWARD REACH. INSTALL AN IN -LINE VACUUM BREAKER AT HAND HELD SHOWER HOSE. SHOWER HEAD WITH 60" FLEX HOSE 11 MAX. CONTROLS SHALL BE BETWEEN THE OPEN SIDE BAR OF THE BATHTUB AND THE MIDPOINT OF THE WIDTH OF THE BATHTUB. 9 -TUB 0 INSTALL AN IN —LINE VACUUM BREAKER AT HAND HELD SHOWER HOSE. I -AN WIL UNI T SUSPENUEI IN AIR -TIGHT PLENUM. SEE ARCHITECTURAL DRAW 3/4" SECONDARY DRAIN OVER TUB WITH ESCUTCHEC 24" MIN CWN 3" SU TO APT SHUT—OFF VALVE (CW) WTR SUB METER, MASTER— r 1" MUTTI—JET METER* WH TO APT SHUT—OFF VALVE--"(HW) VERIFY MANUFACTURER'S ROUGH —IN DIMENSIONS PRIOR TO INSTALLATION SUBMETER RISER NO SCALE (TYPICAL ALL UNITS) * PROVIDE TRANSMITTER DISHWASHER HOOK-UP APPROVED DISHWASHER AIRGAP FITTING [lIIci:P►`I&i:DWI TEE C--� U W ASTE IN APPROVED FOOD WASTE DISPOSER FINISH FLOOR SEE PLUMB CODE FOR LIMITATIONS ON GRAV17Y HORIZONTAL WASTE. NO SCALE ;'LYR/PL! MB/C' HWAS,I-E ALL MATERIALS IN PLENUM SHALL BE RATED PER MASS. CODE AND NEC 300-22,b. SECTION AT FAN COIL S.R. BY OTHERS 1" FIBERGLASS DUCTBOARD SUPPLY AIR DUCT OR FLEX SUPPLY AIR REGISTER SUPPLY AIR DUCT SHEETROCK CEILING BY OTHERS RETURN AIR GRILL. CEILING OR SIDEWALL 3/4" PRIMARY DRAIN TO LAVATORY ;ESS PANEL BY MECHANICAL JTRACTOR TO PROVIDE FULL '.ESS FOR MAINTENANCE AND A0VAL. SPECIFICATIONS CONT. ALL PENETRATIONS THROUGH FIRE RATED WALLS AND FLOOR CEILING ASSEMBLIES SHALL BE INSTALLED AND SEALED TO MAINTAIN FIRE RATING WITH U.L. LISTED ASSEMBLIES, MATERIALS AND SEALANTS. VERIFY ACTUAL REQUIREMENTS WITI,I LOCAL BUILDING OFFICIALS. WASHER SHUT-OFF VALVES SHALL BE 3/4" - 1/4 TURN FULL OFF MOUNTED IN RECESSED WASHER BOX. VERIFY PLASTIC WASHER BOX IS RATED FOR USE IN TENNANT WALL IF SHEETROCK ENCASED PRIOR TO INSTALLATION. USE PROSET FIRESTOP WASHERBOX DESIGN PS/PV 120-08 IN RATED WALLS AND TENNANT SEPARATION WALLS. UNIONS SHALL BE INSTALLED IN THE WATER SUPPLY PIPING WITHIN 12 INCHES (305 mm) OF REGULATING EQUIPMENT, WATER HEATING, CONDITIONING AND SIMILAR EQUIPMENT WHICH MAY REQUIRE SERVICE BY REMOVAL OR REPLACEMENT IN A MANNER WHICH WILL FACILITATE ITS READY REMOVAL WATER SUBMETERS SHALL BE 1" MULTI -JET METER WITH TRANSMITTER FOR ALL TUB AND TUB/ SHOWER COMBINATION PROVIDE INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE-BALANCED/THERMOSTATIC MIXING VALVES THAT CONFORM TO ASSE 1016. VALVES SHALL BE EQUIPT TO LIMIT THE MAXIMUM SETTING OF THE VALVE TO 120* F. GENERAL CONDITIONS ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE GOVERNING LOCAL, STATE AND NATIONAL CODE AS THE MINIMUM REQUIREMENT WHETHER OR NOT SPECIFIED OR SHOWN ON DWGS. DRAWINGS SHALL GOVERN WHERE A LARGER SIZE, QUANTITY OR BETTER QUALITY IS SHOWN THAN IS REQUIRED BY CODE(S). AS USED IN THE FOLLOWING, "CONTRACTOR" SHALL MEAN THE CONTRACTOR INSTALLING WORK UNDER THIS DIVISION OF THE WORK. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT SHOW EVERY REQUIRED MISCELLANEOUS DETAILS, SUPPORTS, FITTINGS, ETC., FURNISH AND INSTALL ALL MATERIALS REQUIRED FOR A COMPLETE FUNCTIONING SYSTEM WHETHER OR NOT SHOWN ON THE DRAWINGS. COORDINATE INSTALLATION WITH OTHER TRADES TO ASSURE INSTALLATION OF MATERIALS AND EQUIPMENT AS REQUIRED FOR THE PROPER SEQUENCE OF CONSTRUCTION. VERIFY AND INSTALL WITHIN INTENDED SPACE REQUIREMENTS WITH PROVISIONS FOR ACCESS FOR SERVICE AND REMOVAL. CONTRACTOR SHALL INSPECT THE SITE AND BE INFORMED OF THE CONDITIONS AFFECTING THE WORK. NO ADDITIONAL ALLOWANCES WILL BE MADE BECAUSE OF FAILURE TO OBTAIN INFORMATION ON SITE CONDITIONS. COORDINATE THE WORK AS REQUIRED AND DIRECTED BY LOCAL UTILITY COMPANIES STANDARDS. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS MANNER CONSISTENT WITH INDUSTRY STANDARDS. MATERIALS OR EQUIPMENT WHICH DO NOT PRESENT A REASONABLY NEAT OR WORKMANLIKE APPEARANCE MAY BE DIRECTED BY THE ARCHITECT TO BE REMOVED AND REPLACED AT NO ADDITIONAL COST. FURNISH 6 COPIES OR BROCHURES/SHOP DRAWINGS FOR APPROVAL PRIOR TO STARTING WORK. AT PROJECT CLOSEOUT, PROVIDE THREE COPIES OPERATING MANUALS, (1) COPY OF "AS BUILT" RECORD DRAWINGS, AND INSTRUCT OWNER IN THE OPERATION OF ALL EQUIPMENT. ALL MISCELLANEOUS WORK SUCH AS EXCAVATION BACKFILL, CONCRETE, PADS, SLEEVES, ETC. REQUIRED TO PERFORM WORK UNDER THIS DIVISION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR OF THIS DIVISION OF WORK. OBTAIN AND PAY FOR ALL REQUIRED LICENSES, PERMITS AND CERTIFICATES REQUIRED FOR WORK UNDER THIS SECTION. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORK MANSHIP FOR A PERIOD OF (1) YEAR BEYOND FINAL ACCEPTANCE IN A FORM ACCEPTABLE TO THE ARCHITECT. GUARANTEE SHALL INCLUDE CORRECTIONS OR REPLACEMENT OF DAMAGE OR REPLACEMENT TO OTHER'S WORK OR MATERIALS CAUSED BY WORK UNDER THIS DIVISION. SPECIFICATIONS PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL HOT AND COLD WTR PIPING SYSTEMS, DRAINAGE, WASTE AND VENT PIPING SYSTEMS, FIXTURES AND HARDWARE, & WATER HTRS. INSTALL DIELECTRIC UNIONS AT ALL DIS-SIMILAR METAL CONNECTIONS. HOT WATER HEATER, STATE, MAXIMUM ENERGY -EFFICIENCY, RESIDENTIAL MODEL LOWBOY (H=34, D=26-1/2) ELECTRIC, MDL ES6 50 DOLS, 50 GALLON, 5500 WATT, DUAL ELEMENT, 240 VOLT, SINGLE PHASE, 3/4" TEMPERATURE PRESSURE RELIEF VALVE (TP & R) & INTEGRAL HEAT TRAPS (STATE MDL 9000415 OR EQUAL). INSTALL AN EXPANSION TANK ON EACH WATER HEATER (STATE MDL ETC-2X OR EQUAL) WATER HEATERS MUST COMPLY WITH MINIMUM IECC ENERGY FACTOR: EQUAL OR GREATER THAN .97-.00132 X (V) FOR ELECTRIC WATER HEATERS. WATER HEATERS SHALL HAVE CONTROLS WHICH ALLOW A SETPOINT OF 110'F FOR EQUIPMENT SERVING DWELLING UNITS AND 90'F FOR EQUIPMENT SERVING OTHER OCCUPANCIES. THE OUTLET TEMPERATURE FOR LAVATORIES IN PUBLIC FACILITY REST ROOMS SHALL BE LIMITED TO 110'F PER IECC, SECT. 804 PROVIDE 1 SET OF WATER HAMMER ARRESTORS AT THE DISHWASHER, REFRIGERATOR, AND WASHING MACHINE, BACK FLOW PREVENTORS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS AND AS REQUIRED BY CODE. PER 2012 IECC, FOR RESIDENTIAL UNITS, ALL CIRCULATING SERVICE HOT WATER PIPING SHALL BE INSULATED TO AT LEAST R-3 MIN. PER 2012 IECC, FOR RESIDENTIAL UNITS, ALL HOT WATER PIPING LARGER THAN 3/4" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED IN UNCONDITIONED SPACE, PIPING LOCATED UNDER A FLOOR SLAB, AND PIPING WITH LENGTHS GREATER THAN THE TABLE R403.4.2, SHALL HAVE R-3 MIN. INSULATION. PER 2012 IECC, FOR CLUBHOUSE AND BUILDINGS OVER 3 STORIES, HOT WATER PIPING SERVING AS PART OF A HEATING SYSTEM SHALL BE THERMALLY INSULATED. PIPES EQUAL TO OR SMALLER THAN 1-1/2- IN NOMINAL DIAMETER, 1" INSULATION MIN. PIPES GREATER THAN 1-1/2- IN NOMINAL DIAMETER, 1-1/2" INSULATION MIN. BASED ON INSULATION HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 BTU PER (INCH/H*Fr*'F) INSULATION. FOR CLUBHOUSE AND BUILDINGS OVER 3 STORIES, HOT WATER PIPING SERVING AS PART OF A HEATING SYSTEM SHALL BE THERMALLY INSULATED. PIPES EQUAL TO OR SMALLER THAN 1-1/2- IN NOMINAL DIAMETER, 1-1/2- INSULATION MIN. PIPES GREATER THAN 1-1/2- IN NOMINAL DIAMETER, 2" INSULATION MIN. BASED ON INSULATION HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 BTU PER (INCH/H*FTs*'F) INSULATION. CUTOFF VALVES, STOPS, SHALL BE PROVIDED WHERE SHOWN ON DRAWINGS AND AT ALL FIXTURES CONNECTIONS, PROVIDE INTEGRAL STOPS FOR BATHTUBS WHERE THERE ARE NO ACCESS DOORS. CLEAN OUTS SHALL BE PROVIDED AS REQUIRED BY CODE & AS SHOWN ON THE DRAWINGS. ALL HOSEBIBBS SHALL BE "FREEZE -PROOF TYPE" WITH BACKFLOW PREVENTORS, (2) PER TYP BUILDING, VERIFY EXACT LOCATION. WATER HEATERS SHALL HAVE A GALVANIZED METAL OVERFLOW PAN. (OR PLASTIC WHERE APPROVED) WITH 1" AUXILIARY LINE TO INDIRECT DRAIN OR EXTERIOR. ALL HEATERS SHALL HAVE A U.L. RATED TEMPERATURE PRESSURE AND RELIEF VALVE (TP & R) WITH MINIMUM 3/4" COPPER OR GALVANIZED LINE. VACUUM RELIEF VALVES: WHERE A HOT WATER STORAGE TANK OR AN INDIRECT WATER HEATER IS LOCATED AT AN ELEVATION ABOVE THE FIXTURE OUTLETS IN THE HOT WATER SYSTEM, A VACUUM RELIEF VALVE SHALL BE INSTALLED ON THE STORAGE TANK OR HEATER. CONDENSATE DRAIN LINES SHALL BE MINIMUM 3/4", WITH TRAP, RUN TO INDIRECT DRAIN OR FITTING AS SHOWN ON DRAWINGS. INSULATE 1ST 10' OF CDL WITH 1/2- INSULATION. TEST ALL WATER SYSTEMS IN PRESENCE OF OWNER'S REPRESENTATIVE AT MINIMUM 100 PSIG FOR 8 HOURS. SANITARY, WASTE, AND VENTS SHALL BE TESTED WITH 10' HEAD OF WATER FOR 8 HOURS WITH LEVEL OF WATER TO REMAIN UNCHANGED. SANITARY, WASTE VENT PIPING, AND STORM DRAINAGE PIPING (LATERALS AND RISERS) SHALL BE SCH 40 PVC AS ALLOWED BY LOCAL CODE. AT CLUBHOUSE, WATER PIPING SHALL BE UG SEAMLESS DRAWN COPPER : TYPE M ABOVE GROUND WITH 95-5 TIN -ANTIMONY SOLDER JOINTS FOR MINIMUM 100 PSIG TEST OR TYPE L BELOW. INSTALL UG BELOW FREEZE LINE. FOR. RESIDENTIAL BLDGS, DOMESTIC WATER LINES UP TO 2" CTS WILL BE FLOWGAURD TYPE CPVC WITH SOLVENT CEMENT/ PRIMER APPROVED FOR USE WITH FLOWGAURD GOLD PIPING SYSTEMS. DOMESTIC WATER LINES GREATER THAN 2" AND UP TO 16" IPS WILL BE CORZAN TYPE CPVC WITH SOLVENT CEMENT/ PRIMER APPROVED FOR USE WITH CORZAN PIPING SYSTEMS (INSTALL PER MFG.'S INSTALLATION INSTRUCTIONS) OR TYPE M COPPER WITH LEADFREE SOLDER. FLOOR DRAINS SHALL BE OF THE DEEP SEAL TYPE WITH FLUSH BRASS FITTINGS AND 1/2" TRAP PRIMER WITH ACCESS PLATE AND ID TAG. INSTALL ALL PIPING SYSTEMS SO THAT THEY WILL NOT BE SUBJECT TO ANY UNDUE STRAINS OR STRESSES AND PROVISIONS SHALL BE MADE FOR THE EXPANSION, AND CONTRACTION, AND STRUCTURAL SETTLEMENT. INSTALL MIN. 6" SAND FILL AROUND ALL UNDERGROUND PIPES. SANITIZE/FLUSH DOMESTIC WATER SYSTEM PER STATE/LOCAL STANDARDS. CHECK WATER PRESSURE AVAILABLE AT SITE AND INSTALL PRESSURE REDUCER IF REQ'D TO MAX 8OPSI AT BLDG ENTRANCE ALL WATER PIPING AND TRAPS IN EXTERIOR WALLS SHALL BE INSULATED WITH MIN. 1 /2" ARMAFLEX VAPOR SHIELD INSULATION. WATER PIPING SHALL NOT BE INSTALLED IN ATTICS OR EXTERIOR WALLS WHERE SUBJECT TO FREEZING TEMPERATURES. CONFIRM ALL TRAPS ARE FULL OF WATER AFTER INSTALLATION. CO-ORDINATE WITH POOL CONTRACTOR AND PROVIDE 1" WATER SUPPLY, BACKWASH, BACKFLOW PREVENTOR, AS REQUIRED FOR POOL EQUIPMENT. OFT�� Nil low ✓��a`rr-ss...-srr-V 'o-A...................I......... .j •••• BILLY R. PATTERSON I* .0 4 28 Ro *•>. NL /� R N CD a� v I z o 1 W l c� E CC � y 00 c� W w �rn U c � �cp z L c: O 0 V w z v o w r- � 0 v Q �LE a� 3 z d 3 a L0 p O ir r�' m a z x � . ~ 7 o04 00 i w o� LL 1i m z z 0 0 W 8 W w 0 Z �i 0 0 Wl Z DATE 0 5.22.13 PERMIT ISSUE 0 CONTROL SEQUENCE it a z SHEET NUMBER a is P-1.2 HC ADAPTABLE DETAIL NO SCALE 1311—TAUE TED TROUT REVISIONS SHOWER STEM 1/2*HW 1/2-CW 3IIJa 1/2-CW 1/2"HW "I ."�cw wc TUB VALVE W/INTEGRAL STOPS 0 001 001 on I a p AFCI ARC FAULT CIRCUIT INTERRUPT HW HOT WATER AFF ABOVE FINISHED FLOOR KS KITCHEN SINK AFG ABOVE FINISHED GRADE LAV LAVATORY AC AIR CONDITIONING MC METER CENTER AHU AIR HANDLING UNIT MR MOISTURE RESISTANT BT BATHTUB MW MICROWAVE CA COMBUSTION AIR PC PULL CHAIN CD CONDENSATE DRAIN PEC PHOTO ELECTRIC CELL CDL CONDENSATE DRAIN LINE PRV PRESSURE REDUCING CO CLEAN OUT VALVE CRD CEILING RADIATION DAMPER R/O RANGE OVEN CU COPPER S SINK CW COLD WATER SE SERVICE ENTRANCE D DRYER SGO SINGLE GANG OUTLET DP DISPOSAL SH SHOWER DW DISHWASHER TIC TIME CLOCK DV DRYER VENT TEF TOILET EXHAUST FAN EDH ELECTRIC DUCT HEATER T&P COMB. TEMP. & EDF ELECTRIC DRINKING FNTN PRESSURE RELIEF VALVE EDO ELECTRIC DOOR OPERATOR UNO UNLESS NOTED OTHERWISE EF EXHAUST FAN UR URINAL FACP FIRE ALARM CONTROL PANEL VML VARIABLE MULTIPLE LOUVERS FBO FURNISHED BY OTHERS VRV VACUUM RELIEF VALVE FCU FAN COIL UNIT VTR VENT TO ROOF FD FLOOR DRAIN IN WASHING MACHINE FU FIXTURE UNITS WC WATER CLOSET GM GROUND FAULT INTERRUPTER WH WATER HEATER GPM GALLONS PER MINUTE WM WATER METER WAC HEATING, VENTILATION, AIR Wp WEATHERPROOF CONDITIONING WR WEATHER RESISTANT WARNING: AS OF JAN. 14, 2014 THE NEW SAFE DRINKING WATER LAW (ALSO KNOWN AS -LEAD FREE LAW") GOES INTO EFFECT. ALL FAUCETS, REFRIGERATOR CONNECTIONS, DRINKING FOUNTAINS, & OTHER PLUMBING FIXTURES THAT COME INTO CONTACT WITH DRINKING WATER MUST COMPLY WITH THESE NEW REQUIREMENTS. (THIS EXCLUDES1 WATER CLOSETS, SHOWER FAUCETS, & SIMILAR FIXTURES.) 1/2-HW 1/2-CW 1/2-CW I " ? 1/2-CW 1/2-HW \\ 1/2-HW 1/2-HW 1/2-CW 1/20HW 1/2"CW LAV NOTES: 1. WASHER BOXES LOCATED IN RATED WALLS TO BE 1 -HR RATED. 2. WATER HAMMER ARRESTORS REQUIRED AT WASHING MACHINES, DISHWASHERS, REFRIGERATORS. 3. PROVIDE CUT OFFS AT HOT AND COLD WATER LINES PER CITY REQUIREMENTS 4. PROVIDE EXPANSION TANKS FOR EACH WATER HEATER. 5. ALL DOMESTIC WATER PIPING IN UNITS TO BE CPVC INSTALLED PER MFG SPECS.J" UNO -3/'4 "w 1/2-HW RECESSED WASHER BOX WITH 1/4 TURN FULL OFF VALVES(SHEETROCK ENCASED) WATER HAMMER 1 /2"CW ARRESTORS 3/4-CW 3/4-HW MAIN SUPPLY RISER (1-CW) 1/2"CW 1/2-HW EXPANSION TANK WATER HEATER 9 WATER HAMMER ARRESTOR DISHWASHER PIPING SIZED TO PROVIDE 15 PSI TO REMOTE FIXTURE PROVIDE "BALANCED PRESSURE* THERMOSTATIC 1/2-CW MIXING VALVE AT TUB/SHOWER. WATER HAMMER ARRESTORS AT KS/DW, TUBS, WASHERS (MIN) ICEMAKER VALVE IN RECESSED BOX, SHEET 00] ROCK ENCASED. ISO DETAIL — 1 BATH UNIT NOT TO SCALE *DIAGRAMIATIC ONLY 3/4-H&C DOWN FROM WATER HEATER ABOVE 1 7.1, WFU'S R Mm MWIR MUM Mw smu 3/4-H&C UP I tO WATER HE C 'ER. At R/( Mw PAN L VALVE UNIT lA 1/4" = 1 1-0" R U-Ma RFMU q "Imr, naw, anw. r_m F mg ml "rml P: 11/2 W aw 1/2-CW 1/2"CW Iq v TO WC W/D JF / f22 HW CW 1 12"H&C DOWN WALL TO WASHER BOX Z=p Owil twW9 =gn 9=0 alm lffi�nm vim FEM dw W ff6Wr WLE-M "ao wl"ll "R'M "im 1 L 7. S TO SINK/DW. 31;4wH&C UP 17— WATER H R. I, H 11/2-H&CW DOWN RUN 1/2" — IN -cw-ivqL To WC x 3/4*CW 3/40CW 3/4 'HW 3/40H R/O 1/2-CW Mw V R D PAN J Li NL ICEMAKER J 1/z tow 1/2-H&C TO VALVE WASHER BOX ---------- UNIT 1 A —HC (PARTIAL) au" lowu Mom llupawm..� 1/2-CW 1/2-CW L 1/4'r = 1'-0" 1/2*H&C 0 1 *MAIN CW 0 10.7 WFU'S 1/2-HW 1/2-CW D] r go SS d. UNIT 1 B FIRST FLOOR 1/4" = l'-O" MR. I Eam fu SM351 f5anof AMM mom Mun EII Mi rinffAl L -- - - ----- - - ------ 1/2"CW 1/2-HW W/D 1-6 Lei: ki I 19 111111111111111111 �11 1111911119 Riav "MA F= mm" MUM WL� w2m 3•vS5C;.t uimS41G4Y:H (�� I== wz_= Imm 'wirtyl E=m Mwa WIM t" --- ------ ------ ---- ------- L --- — — --- — ------ - -- UNIT 1 B — SECOND FLOOR 1/4" = l'-O" M=l marli M=m lull= fullvlj U=w 55= 41ppo Mom lon. g3lip.1 Mpt awrl DOM WWI; rtuaw NIT "Cl f AHU 1/z CW 0 REF ICz u R/D Mw DW DP L ME-1 OF ............... BILLY R. PATTERSON ............... i ................. 421890 1 04, kkNI 10NALV cr) rc"j I 0 I E 0 co 04 Lu L;j c zc LL. o u- C0 0 F E La > I z 0 C 0 E 0 LLJ of (aof LQ-) Lf) EL w M z 00 0 1I cr) Z uj 04 a z 0 1 DATE z 0 5.22.13 PERMIT ISSUE CONTROL SEQUENCE CH BP/CH BB CH BP/CH BB BP BP — z 0 U) SHEET NUMBER P-2 S2 t 8 z ui < n U) < < x w rr w 0 In F < 0 (/) Irr U-1 (D n w UJ _j 0 0 r0 rr 0 z 1/4" = 1 '-0" 1/4" = l'-O" 1 -TAUE TROUT REVISIONS 3/4"H& WATER 1 "MAIN 10.7 WF UNIT 1 DS - 1ST FLOOR 1/4' = V-0" 1/4" = 1'-0" 1/2-CW 3/4"CW 3/4"HW 11 3/4"H&C DOWN FROM WATER HEATER ABOVE 3/4"HW 1 /2"HW I 1 /2"CW 1 /2"HW 1 /2"CW 1 /2"HW 1 /2"CW 3/4-CW 1 /2"HW UNIT 1 C - FIRST FLOOR 1/4" = 1'-0" 1 X' = 1'-0" E&I Hai =#a 1 "MAIN CW 10.7 WFU'S 1 /2"CW 1 /2"H&C DOWN 1/2"14W WALL TO LAV 1 /2"CW 1 /2"HW 1 /2"CW 3/4-H&C UP FROM 'HATER HEATER. 1 "MAIN CW '10.7 WFU'S L 1/4" = 1'-0" UNIT 1 D - SECOND FLOOR 1/4" = V-O" OF jo .►s.►.................... BILLY R. PATTERSON si.M►it►.i►i..►►►.i►►1i►►•.►OM►►� . .:......... N r 0) I Z o cI � �. r" o --. U v � C 0 W W w o ci U v c ZLL- •c .� O W W a� v c 0 rn 0 o c Ew Z v o LI ® E o v z 3 Lc) "' . Oo ��m c z z_ x G � . < J N O pp N Q � W M � V ) z cW G n U) X Q LLI rr H z W n < OU) oc W 0 nW J W J o I— Q C� O z Z DATE z z 5.22.13 PERMIT ISSUE CONTROL SEQUENCE _ CH CH BB CH CH BB BP - - a z 0 V! SHEET NUMBER a d P-3 1311- TED TF REVISIONS 1/2-H&C UP TO LAV ABOVE 1 /2"CW 1 /2"HW 1/2"CW UP TO WC ABOVE 1 /2"H&C UP TO TUB VALVE ABOVE 1 /2"H&C DOWN WALL TO SINK/DW. 1 /2"CW 1 /2"CW — 1 /2"HW 3/4"CW 1 /2"CW 1 /2"HW ---0- 1 /2"CW —►- 1 /2"HW 1 /2"CW = 1 /2"Cw 1 /2"HW =: v? p E� Fri 1 /2-CW pj-mllii III _ a 1 mmU3 0 a •.: 1 /4" =1'-0" 1 /4" = 1'-0" malowl wgre an 1 /2"H&C UP TO WASHER BOX ABOVE 1 /2"HW 1 /2"CW 1 "H&C UP FROM WATER HEATER. 1 "MAIN CW 14.3 WFU'S UNIT'l E -SECOND FLOOR 1 /4" =1'-0" 1 /4" = 1'-0" 1 l .: ....................... BILLY R PATS I=RSUN d 42894 i ONA Aw 7 r�, N � z — co E 8 W W U � C .� Z u- ? O L w a� v c c— 0 c V W v Z v o W E 0 �� N 3 z d 3 L0 Q X Z�. . -I F- O 00 W M M W m m z z z F W O lg� 8 W w 0 0 z z z b z O 1 cl 0 ti Z DATE 0 5.22.13 PERMIT ISSUE 0 CONTROL SEQUENCE _ CH CH BB CH CH BB m BP BP — o. z SHEET NUMBER a z P -4 8 311— WASTE & WATER FIXTURE UNITS WATER CONSERVATION SANITARY SEWER REVISIONS _ WATER SANITARY FU COUNT WC 2.2 3 LAV 3.6 .7 5 1 TUB 1.4 2 SNK/DW 2.8 2 W 1.4 2 TOT 1 BATH 7.8 9 TOT 2 BATH 11.4 14 3-UP, 3"x 2"RB. Imlr�rlr.��lr Pl2:r1 W111111lilL'IIi[�1 lAivill 3"DOWN 2012 IPC, TABLE 604.4 MAXIMUM WTR USAGE PER FIXTURE RES WTR CLOSETS 1.6 GAL/FLUSH LAVATORY, PRIVATE 2.2 GPM LAVATORY, PUBLIC (METERING) .25 GALLON/METER CYCLE LAVATORY, PUBLIC (NON -METER) 0.5 GPM URINALS 1.0 GAL/FLUSH SINK/FAUCETS 2.2 GPM SHOWERHEADS 2,5 GPM VERIFY WATER PRESSURE AT BLDG ENTRANCE AND INSTALL PRESSURE REDUCING VALVE TO LIMIT 80 PSI PER IPC 604.8 WATER PIPING SIZING BASED ON PROVIDING MINIMUM 15 PSI AT THE MOST REMOTE OUTLET. SANITARY SEWER 2012 IPC. TABLE 710.1(1) BUILDING DRAINS AND SEWERS MAX. FU ALLOWED SLOPE SIZE 1 8" FT 1 4" FT 1 2" 3" 36 42 50 4" 180 216 250 5" 390 480 575 6" 700 840 1000 NOTE: ALL LIINEGSIZEES ARE BASED ONLL1f8'�PERD FT SLOPE LINO) PROVIDE CL.EANOUTS PER IPC 70 .3.1, (1) PER 100' "UP. 3"x 20RB. "VERTICAL UNIT 1 Ba-1ST JP W/ I VENT 2" 2"VENT UP FROM Dff 1-1 r H BELOW NT UP ASHER ^----� "UP Y� 2012 IPC, TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND VERTICAL STACKS MAX. FU CONNECTED TO: SIZE JOR. BRANCH 3 STORY STACK 4 STORY STACK 3" 20 48 72 4" 160 240 500 5" 360 540 1100 6" 620 960 1900 FIXTURE VENTS IPC, TABLE 906.1 DISTANCE OF FIXTURE TRAP FROM VENT SIZE OF TRAP (in) FALL (in/ft) MAX. DIST. FROM TRAP 1-1/4 1/4 5 ft 1-1/2 1/4 6 ft 2 1/4 8 ft 3 1/8 12 ft 4 1/8 16 ft FIRE ALARM AND SPRINKLER SYSTEM TO BE DESIGNED BY LICENSED CONTRACTOR AND SUBMITTED UNDER SEPERATE PERMIT. 1-1 /2"VENT UP FROM FD BELOW 3 ll...,p•1ff_,Ti : OWARNING: SEE CIVIL DWGS TO CONFIRM LATERAL ENTRY POINT AND ELEVATION PRIOR TO INSTALLING UNDERGROUND. REQUEST CLARIFICATION IF REQUIRED FOR INSTALLATION OMAINTAIN MINIMUM 36" HORZ CLEARANCE FROM GRADE BEAMS. OBTAIN STRUCTURAL ENGR°S APPROVAL AND INSTALLATION DETAILS FOR ALL BEAM PENETRATIONS. OVERIFY CURRENT BLDG NUMBERS. THEY MAY HAVE CHANGED SINCE THIS DESIGN WAS COMPLETED. O4 SEE DWG P-7 do P-8 FOR TYPICAL RISERS. O 'HATER PIPING IS SHOWN ON 2nd FLOOR FOR CLARITY ONLY. MAIN WATER PIPE IS INSTALLED IIN 1st FLOOR CEILING SPACE. RUN DOWN AND UNDER BREEZEWAYS IN DESIGN CLIMATES OF 25 DEGREES OR LOWER. O6 !DO NOT RUN WATER ONES THROUGH BREEZEWAY, INSTALL DOWN WALL AND BELOW SLAB O TWO-WAY CLEANOUT AT GRADE LEVEL. (TYPICAL) O F.P. - FREEZEPROOF HOSEBIB 30" AFG WITH VACUUM BREAKER. O BUILDING SHUT-OFF VALVE IN SPRINKLER CLOSET AT 1ST FLOOR WITH PRV ►_91(mil HC NOTE - NO UP NO PROTRUDING OBJECTS IN WALKS, HALLS, CORRIDORS, PASSAGEWAY OR AILES GREATER THAN 4" BETWEEN 27" A.F.F AND 80" A.F.F 3" O1LAV 12'.._ - BELOW 3"UP wall - r.� ."Iffram "' . . - �"'iii' _= . . ....m� . ► . m i . . ► . ��I :•-'-_. -UNIT I fill - -; vTU ar v[IF-UNIT ��I �L:r�. e' I�� ! �I wl !�1 DO VENT STUDOR VEK �® r6" mot mm ; ,111..111 �� I I --- — Jv �� •��.LEI I�� ®I I••• �� ®�I I I . �1 I I�� I.11111 wsawl uw.wls r•1 • , �� n•a„ rlrl� , , ,-� I . It_mm I�� a�111 I�wrwl �Iaw�I __ �I Il�rr�l ws■I rrrrrr III mm Ii■� • �`� IIw�Iw .I w�1 �I I nww�l) Ilwwlnl' i I....1� �I,i i ',.,Lim. �^ a,,`�4. �SFU'S_ md, I# IIIUIII 2"uP w/ 2"uP w/ DOR VENT STUDOR 3"x UNIT 1 B-2ND UNIT 18-2ND ® 18 SFU'S 3"UP N ®26 SFU'S 12 SFU'S, 3" DOWN Q+ 22 TOTAL SEWER FIX1 (SFU) COUNT - 2-WA AT G INVERT - -5.OFT 3/32" = V-0" UNIT 1 E-2ND SANITARY SEWER LAYOUT BILLY R. PATTERSON • 42$9000 teco ) z o I cD _ d• cD � U "N =� W W w C °� U c c •G ZlWi � •N Lj c ♦� c v c E w "° Z o c W 0 0 v 4.► 3 Z � a� 0�. 0 x r- o0 to I o U z DATE 0 z 0 5.22.13 PERMIT ISSUE W W N Ix CONTROL SEQUENCE a W a ME 0 En SHEET NUMBER a d P-5.1 c2 t U Z W I— X W rr z W O -TAUS ION*TJ 3-UP/DI 9� i e—I SHEET METAL HOOD ISER PIPING FLASHING 2X3 P.T. WOOD CURB NON —CORROSIVE MOUNTING SCREW W/NEOPRENE WASHER _BIT. BASE FLASHING -MOD. BIT. ROOFING OVER ROOF FLASHING LINES -REFRIGERANT LINES NON —INSULATED LINES METAL ENCLOSURE FOR CONDENSER PIPING NCRA MB-165 `WC 9zA/C P-1000 UNISTRUT VERTICAL SUPPORT P-1000 UNISTRUT CROSS BRACE DISCONNECT, 30/2 NFN3R PROVIDE ISOLATION PADS PER ACOUSTICS SPECS ROOFTOP A/C MOUNTING DETAILS MOUNT A/C'S IN STRICT ACCORDANCE W/MFG'S SPECS S � f i i i \ / 1 \ vi j\N �\ -IFi IL \ FROM WC BELOW FROM TUB BELOW BUILDING - THIRD FLOOR 3/32" = 1'-0" TO ROOF SANITARY SEWER w LAYOUT 00 �fsS1R........f Rf fllR,s.I1.►i,`f fj P BILLY R. PATTERSON f 42890 ;•�. e �p ©,'' •�tcI�sE©`� N � 0 zo co U N v C N W W W v, U c c •C zLt •N -v = t c c V 0 W z(K O W 0E o v Q W U)cr N 3 ZE/)L�3 c O m Z .. Q J Q J � W N Q :.: 0 o — v z DATE 0 z 0 5.22.13 PERMIT ISSUE V J F_ z W 73 I- rr <C X <� w � I— z W W < O Irr w n W J W J o <C C� I- rr O z W CONTROL SEQUENCE a W a z 0 SHEET NUMBER a d P-5.2 8 1 —TAU E TROUT REVISIONS FREEZE PROOF HOSE BIBB (3/4-CW) FREEZE PROOF HOSE BIBB (3/4"CW) 3/32" = 1'-0" BUILDING - GROUND FLOOR 3/32" = 1'-0" ING DOMESTIC WATER LAYOUT t.............................. P BILLY R. PATTERSON �2 r............................ d 42890., t�tpfi /CENSS©.•'� i r� N r v � � Z o i d' i � U 00 -1 = � W UJ w U cc ZIWi •C •N O LL v C R C W Z v o 1.1.1 O o v W U� a 3 Z U 3 O z H00 J J_ Q 14) W cr N VJ F— z W rr Q n (n X Q W H Z w CL H OU) W C'3 n W J W _I o I-- Q C� rr O z Z DATE 0 Z 0 5.22.13 PERMIT ISSUE i� W CONTROL SEQUENCE W a 0 SHEET NUMBER a P-6.1 — IHUC TROUT REVISIONS SHEET METAL HOOD )NDENSER PIPING PTAI ;71 A4ZWlKlr- ri-" 0�0] 3/32"=1'-0" BUILDING - THIRD FLOOR Itemasiolm TO ROOF w m z EOF '00 ................... BILLY R. PATTERSON W 42890 *-.4 pe rcl z E 0 N00 c" Lu UJ z u- LL. •cp— c 'Q o LL. Li Q "a c,a) 0 C E LOU z 0 ui E 0 F V) C; Lo 0 z < <oc) I-- 0 n 0) z Ld Ir 04 n c/) F— z w or" < c/) < w CL: W LD n 1-- < 0 F— U) cr w (D n w LLJ -j 0 (D r rr 0 z 0 DATE z I 0 5.22.13 PERMIT ISSUE w 13 z 0 SHEET NUMBER P-6.2 DOMESTIC WATER LAYOUT 11 —TAUE ) TROUT REVISIONS u 3'x 2'RB. 1-1/2' 2'x 1-1/2'RB. CO. 2' REFER TO BUILDING PLAN FOR FLOOR TO ® FLOOR OFFSETS BELOW SLAB 3- 2wx 1-1/20RB. 2w REFER TO BUILDING PLAN FOR FLOOR TO FLOOR OFFSETS l BELOW SLAB 3'x 2'RB. IOR VEND 'x 1-1/2'Re. 1-1/2'TO SINK TRAP Cv PLUMBING PLAN - 1ST FLOOR RISERS NOT TO SCALE L 2' CO 2' L� .. . V �iLl •1/2'RB, CO. 2' REFER TO BUILDING REFER TO BUILDING PLAN FOR FLOOR TO PLAN FOR FLOOR TO ® FLOOR OFFSETS ® ® FLOOR OFFSETS 2- 2' CO. 3'x 2'RB. 3' 2' SINK f—SINK ' SINK T1fP. EXPANSION TANK 3/4'W&R TYPICAL DRAIN DRAIN PAN SUB METER UNIT' ISOLATION VALVE r+-1'CW NOTE_VDIRECT CONNECTIONS) 3 4 &R AND 1'PAN DRAIN TO FLOOR DRAIN (TRAP PRIMER) u- PLUMBING PLAN - 1 ST FLOOR RISERS NOT M SCALE RISERS NTS LL m z .. �e O F '00 k BILLY R. PATTERSON 42890 NSEtl �,�� s N � � zI o 1 co `t ca E rr o 00 N 00= W U WliJ w p� v cc z LLi ? c a� O LL v c 0 rn E� W z v o W �- ® 0 o w o: 0 "D 3 z d 3 � � m Q X . � J 00 0 O01 rr 00 I W M v z W rr Q U) n X Q W rr Z w n O U) rr Lu (D 1..1. L u J J LLI o <C C� 1- rr O z Z E5.22.13 0 z PERMIT ISSUE a I 3 CONTROL SEQUENCE 9 IRE c� w (L z SHEET NUMBER P-7 8 11—TAUE ) TROUT REVISIONS ® PLAN LAN FOR FLOOR TO FLOOR OFFSETS t e PLAN FOR FL RNTO ® ® PREFER BUILDING FLOOR OFFSEIIS FLOOR ® ® RUM PLAFOR BUILDING TO 5 1 1-1/2' IL FLOOR OFFSETS 2' 20 1-1/2' 2" 2" 2" 1-1/2' 1-1/2' 12- DOR VENT LAV 'k 1-1/2'RB. t-1/2' 1-1/2" 1-1/2- 1-1/2' 2' LAV 2" 1 1/2 1-1/2" 2 2'x 1-1/2'RB. 1-t/2'm 2. 2'x 1-1/a"RB. LAV CO. CO.oSINK TRAP 2. 2' rm 00. 2" 2' 2. / • - 2•:2*FD. 2•:27 CO. WC e 3 x 2'RB. CO. 1-1 2 wc WC 2■ ;3' RB CO. a 3•x 2"RB CO. a 2'x 1-1/2"R8. - 2" 2" 3'x 21RB. TUB 1-1 2" we WC 2 RB �.- ° 1-1/2" 2 TUB 1-1/2" 2" _ TUB 2' 3' 3' 3"x 2'RB. 3' 3" 2' - 3• 2" ®REFER TO BUILDING PLAN FOR FLOOR TO FLOOR OFFSETS 4u2 2"x 1-1/2"RB. CO. 1" COJ: 2" TUB 2' 3" owiffli qvREFER TO BUILDING "``� PLMI FOR FLOOR TO FLOOR OFFSETS 1-1/2- 1-1/2' LAV Iz 2' - 2' - C`J 2" CO. 3"x 2'RB. 3" ® REFER TO BUILDING PLAN FOR FLOOR OFFSETS R TO L 2' LUM 2" � WC 3'x 2'RB. e 3' — 4TH_ FLOOR RISERS JUK VENT N 1-1/2"R V-1/2'TO SINK TRAP IRS. EKPMISION TANK 3/4'IPa:R TYPICAL DRAIN a DRAIN PAN SEE UNIT PLANS TANK EXPANSION 3/4"TP&R TYPICAL DRAIN DRAIN PAN SEE UNIT PLANS METIER ISOLATION VALVE -1"CW W`I&R AND 1'PAN DROAIN)TO DRAIN (TRAP PRIMER) SUB METER UNIT ISOLATION VALVE ^-1"CW CONNECTIONS) 1'PAN DRAIN TO RAP PRIMER) OF 00, .................•......:..% "BILLY R. PATTERSON , f, -o�., 4289�0 ,:� •� d 0 ' •.ETC Q •:�4`®%� 'oa..es p" r I� N z i o � Mr O CC W - T �Cqc � N U Co � c� uj E •0 z 11 •E c .�' O v c O •� 0 ZO W W ®E o E2 0_ Q 0 3 z in 3 � a �m ¢x. Z�. �- z cr � N Q Lil v , z rn a w m 1 z z o QF Q X Lr I— z o w o 0 3 � LL! � 8 0 - ui J J W cr w o _z V z 4�1 z o F_ rr 0 _al 8 z 8 .�.......�..... o z DATE 5.22.13 PERMIT F ISSUE 0 CONTROL SEQUENCE a W a RISERS SHEET NUMBER a NTS P-8 8 1311—TAUBER—NORTHGATE TED TROUT City of College Station Adminiellrtttive Approval ?or Required Parkland Dedications of Less than Five Acres 1. Applicant Meme: daaUrt 1MhIlWarth. (lone Fide AmuiEtiars LLD Address: 44W Oki CgJb Rnad, 8ryan. TK 77801 Phone- W9 11 703 - S925 E4Asll: iusmOworllcre.co.n 2. Development Name; Nofthgate Proper Apartments Project iM: 13-$7 Development Location; Lots 6 -10. Block 2 Tauter Addition 3. Dwelling Units: 0 Single Family 33 MuWamily Units, bLaiad in Neighborhood Park Zone 1 S Single Famlly 33 Wdb-family Units, located in Community Park Zane C 4. Development Fees and Dedication Requirements: a. Land Dedlcation or Foe In Licu of Land {Choosy Onei: •wr .r Single Family: Orw (t)acre par 117 DU's 0 ac One (1) area per 128 We __2_,_ ac - Tm VultiAamily One (1) acre per 117 OU'r. 0 ac One (1) ape per 124 DU's 0 ac . �a ac Fee paid in Lieu of Land Dedication SingleFamity; @ $2T4.m per OU S 0 Muld-temilY Q 5274.°p per DU $ 9,042.00 b. Development Fee: r �r Single Femlly Q SM2.1° per DU $ 0 Mulli-family @ $362.° per DU 3 11945.00 5, Comments: The City of College Station agrees to accept: TOTAL • 0 Acres -OR_ COmmundy @ $250.w pn DU 1; 0 = * 8 @ $250 00 per OU S. 4250.00 # 17.282,0p TOTAL fNelyhtwhood and CommurelM S 17,292.00 Community Total Single Family @ $375 m per DU $ Q = S D Mulli-family @ S751)°G per DU S 24.750.Q0 ■ 3 36.860.00 TOTAL (Neighborhood arid Community) = i 316.6%00 GRAND TOTAL (Ncighborhood and Communtly) 21 Units x $1.636-0Q v $ 53,988.00 Land Dedication 0 Name Date 125' TO FIRE HYDRANT ON WEST SIDE EXISTING OF CHERRY STREET MANHOLE RIM=343.60 FL=340.60 rn AE- PROPOSED I SIDEWALK R) U) Uj ry U) 0 LL_ UJ z ry LLJ LU 70 LF TO TAUBER ST. PROPOSED ELECTRICAL TRANSFORMER & SWITCH GEAR PER CSU PLANS AND SPECIFICATIONS (WILL BE SCREENED BY LANDSCAPING) S-6- NORTH AMERICAN ISLAMIC TRUST TAUBER BLOCK 2. LOTS 11 & 12 ZONED NG-3 1152/669 6 NORTH AMERICAN ISLAMIC TRUST TAUBER, BLOCK 2, LOT 13 ZONED NG-3 15' PUE PROPOSED BY SEPARATE 1152/669 AE W INSTRUMENT 9' PARKING SPACES 6' DECORATIVE IRON FENCE (ALONG 'CHERRY -STREET) ST ST ST ST T ST ST S ST ST ST ST S ST ST ST ST IS S-6 __L STOP 6 6' CEDAR PRIVACY FENCE 20' TYP. sr ST - ST - ST - ST - Sr - ST - ST ST ST - ST - ST - ST - ST - ST - ST - ST - ST En 1 LOT LINE PARKING LOT ST - ST - ST - ST - ST - Sr - ST ST ST - ST - ST - ST - ST - ST - ST - ST - Sr LIGHTING (TYPICAL) 21' cn 23' PARKING ISLAND VAN -ACCESSIBLE SPACE EST - ST - ST - ST LOT LINE ST MST - EQUIPMENT ST ST ST SRT - S±80 SF MECHANICAL POPOSEDT ST FIRE W/DECORATIVE1r ST V BE LOCATED ON ROOF LANE SIGN PAVEMENT SIDEWALK ALL Em T T = EN -..7T Lf.�_ mm am MEN- SE 4 ST 6 zif FT -im I& MS SMM7- - — m I _ -"Do NOT ENTER- GN EXIT ONL 81 9' PARKING SPACES HECTOR RIVERA TAUBER, BLOCK 2, LOT '14- ZONED NG-3 ANDARD CURB S-6 9. Typ. LOT LINE 2.3' PARKING ISLAND ±188 SF W/ DECORATIVE PAVEMENT cf, =11m; 8 ST 2 HANDICAP SPACES 9 19' ROOF GUTTER TYP. TYP. A DOWNSPOUTS (TYP 1z:V PROFOSED 6' SIDEV ALK Z Emn. POOL 0 rn PROPOSED BIKE RACPOSED u) A ti J. (24 SPACES A. ORM t_ A ;;D �jv 2. 1.. u IFT TE�31bmm _ 14, pR_ PRIVATE IRRIGATION LINE -tr-INU LAJ 4- W f EVES ST - ST WITH UNDER SIDEWALK ST S.T, -W, IRRIGATION PLAN FOR DETAIL ADA REFER T S� rr 5 iff n.ritr N 4LP\ROPOjED PU ST ST (BY SEPARA 0• ST g •% INSTRUMENT) -6 :A I LAO J n I f 70 o PROPOSED 6" SEWER SERVICE NORTHGATE PROPER ER APARTMENTS 14 G) ROOF GUTTER 20! MAX 3& 4 STORIES DOWNSPOUTS 10' MIN vult-IJI)INIV2 SETBACJ WILDING SETBACK 55' MAX. BLDG. HT. (TYP-) 26,603 SF FF = 348.30' . cn a nf% HANDRAIL PER 32 1 BEDROOM UNITS D VARIABLE WIDTH PUBLIC UTILITY ARCHITECTURAL DETAILS- N 2 BEDROOM UNIT MEN Mkv=Mml�r=Wd=m mmmmonam mmm mmmeawwrm mmmm mmm 11I CX: Is Ingo m mull mmm mMMM am-mAA��;=-.- _=! nT. 0 -, Ml� mmml4Mm -4ricw1=1-iim ==man mm :�t Mmm _ -iV- mmim- � 2mMNoi�miI�n_2am1t02 imiam- ""Iwo -010.1fill K�MMMMMUNKM mmmm _Uj MIA#- lImmmmmmommilm win ------ "I MR m7i Lei I z I Wm 104 me 6111112 -19 kilo 11 _ ` _ LU 5 UI IHt VA BASED ON RECORDKIUUZ) U n I3Tt ASSOCIATED 1JFf' COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS ZONED NG-3 KEN IN THE FIELD. THE INFORMATION IS NOT TO 7609/148 BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID .±1311 xr TO O ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED RRE Umim LINES, AT HIS OWN EXPENSE* WHETHER THE < UTILITY IS SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE ANY 3 ARCHITECTURAL REVISIONS DLD 07/24/13 2 ARCHITECTURAL REVISIONS DLD 06/25/13 1 CITY COMMENT REVISION DLD� p5/15/13 MARK REVISION I BY DATE UTILITY COMPANY 48 HOURS PRIOR TO EXCAVATION. CONTACT INFORMATION' TEXAS ONE . CALL- 800-245-4545 LONE STAR ONE CALL- 800-669-8344 DIGTESS 800-344-8377 COCS ENGINEERING 979-764-3570 COCS UTILITIES 979-764-3660 BRYAN TEXAS UTILITIES 979-821-5865 ATMOS ENERGY 979-774-2506 VERIZON 979-82.1-4770 NOT TO SCALE SUDDENLINK 979-595-2429 NORTHGATE PROPER APARTMENTS vnLffY DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 24GPM MAXIMUM (PEAK) 95 GPM 0 DOMESTIC WATER METER 0 IRRIGATION METER SANITARY SEMER-PLEMAN-D AVERAGE 31 GPM MAXIMUM (PEAK) 122 GPM 6" SANITARY SEWER LINE a 1.047o MIN SLOPE FIXTURE UNITS =492 FIXTURE UNITS ALLOWED =700 PIPE SLOPE OK THE SEAL APPEARING ON THIS • DOCUMENT WAS AUTHORIZED BY OSEPH P. SCHULTZ, P.E., LICENSE Gbul-oz Engineering .LLC NO. 65889 ON JULY 26, 2013 2730 Longmire, Suite A College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979'7643900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 REV. JULY 2013 -0 PROPOSED ADA 1.19' S-6- R H TUCKER INVESTMENTS LLC TAUBER, BLOCK 2, LOT 15 & ASSOCIATED BPP EXTENDED CURB ZONED NG-3 HEIGHT VARIES 7982/121 ALONG DRIVE [SEE GRADING PLAN S-6 16' DUMPSTER ENCLOSURE 6" WOODEN FENCE I /-EXISTING 6" SEWER LINE Lei S-6-S-6- L-S WIDE GATE II 10 5 0 10 II RROPOSED GATE SCALE IN FEET SESITE SPECIFIC NOTE 16 SHEET C2 N 2 DUMPSTERS 9W SEE SITE SPECIFC LU NOTE 15 SHEET C2 "7� EIR-at p I w 1-c- 5 CL cn t5 EXTENDED CURB F5 c-- 6 A W t0z A cuu) HEIGHT VARIES ALONG DRIVE Qo SEE GRADING PLAN ui CL 6' CEDAR __VACY FENCE 23' FIRE LANE PER FIRE LANE DETAIL & NOTES ON SHEET C2 I- PROPOSEDWALL 4F En RATIVE IRON FENCE WITH GATES -PROPOSED FIRE 20' MAX LANE SIGN BUILDING SETBACK "RESIDENT ,7 PARKING L UNT SIGN 10' MIN BUILDING SETBACK --PROPOSED 1"I 1 1 1 .5 1 1 1 SIDEWALK RAMP Ott, tI t I igg T it I I I I I I f I IRRIGATION METER PROPOSE DEXISTINGMA NHOLE SEE INSET A SIDEWALK RIM=350.69 I I I t I 11 1 -1 SHEET C2 It I I r 343.87 __X -6 - S 6 6 S-6- L I I If I lilt I I I r EXISTING 6" ST ST T - ST S SEWER LINE 1' PROPOSED PRIVATE IRRIGATION LINE WITH EXISTING 1.5" WATER SERVICE SLEEVES UNDER PROPOSED TREE & EXISTING 4*7 STORM CAPPED AT RIGHT-OF-WAY SIDEWALK - REFER TREE GRATE (TYP-) SEWER LINE 22-Al TO IRRIGATION PLAN W-8 FOR DETAILS All EXISTING PARKING W-8 SPACE TO REM AINAIN E W-8 PROPOSED "NO PARKING" SIG 41 EXISTING UE ;*SoGRANT O W-8 PM SIDEWALK Eft 4ft Uz INE UE7 O � ml Mal -0--'UE EXISTING 1.5" WATER SERVICE ----,W_8 CAPPED AT RIGHT-OF-WAY EXISTING UNDERGROUND ELECTRICAL SERVICE EXISTING FIRE HYDRANT UE UE W-8 ----- - -- 'W-8 UE UE W-8 PARKING ANALYSIS UE ------- UE NORTHGATE PROPER APARTMENTS - REQUIRED PARKING- 34 BEDROOMS 1.125 SPACES PER BEDROOM (NORTHGATE) LOTS 6-10, BLOCK 2 COLLEGE STATION, BRAZOS COUNTY, TEXAS .25 SPACES REQUIRED TOTAL rp T-Tr A'rV L-7 FEBRUARY 2013 SCALE 1 1111= 1091 PROPOSED PARKING NORIJILT-Allp-i PROPFR TAUBER ADDITION 34 SPACES ENGINEER: 2 HANDICAP SPACES APARTMENENT VOL. 1337 PG. 182 OWNER/DEVELOPER: SCHULTZ ENGINEERING. LLC. 36 TOTAL SPACES PROVIDED BONA FIDE ACQUISITIONS, LLC PO BOX 11995 *ONE SPACE IS BEING PROVIDED PER BEDROOM. TOTAL AREA 0.76 ACRES 4400 -OLD COLLEGE ROAD COLLEGE STATION, TX 77842 NO VISITOR PARKING IS BEING PROVIDED DUE To THE COLLEGE STATIONI TEXAS I BLOLDM 26,603 81= BRYAN, TEXAS 77801 (979)764-3900 AVAILABLE CITY PAID PARKING IN THE AREA. AN (979) 703-8925 ADMINISTRATIVE ADJUSTMENT WAS GRANTED TO PARKING 43 UNP E UIREMENTS ON APRIL 9 2013. & "CFU-= SPACE Q LOTS 6-10., BLOCK 2., TAUBER ADDITION NORTHGATE COLLEGE STATION, TX SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 12-204 r- m AE -rt AE AE t t rrrrr. S-6 `\ S-6 S-� F\l J T 1 1 � D •e \ • e D ' RaTECTION cn1 a cn \l II f �I f% I� 1 cnj 1 1 sK a 1�1 I �r ±311 LF OF SILT FENCE AE AE-AE-AE_z0?0/ `, S-6- -6 S-6 Zt I I 1 5 I I i ST 4T -- . ST - ST . ST ST-6-S % ST ST ST ST ST IT S ST ST ST ST EXIT r •.jam ST ST ST ST ST ST t1 ST ST ST ST ST ST ST ST ST ST ST \ �� 1 r Eir-- ST ST ST ST ST ST1 ST ST ST ST ST ST 'ST ST ST - ST ST -� \ cn - ST ST ST ST ST SlI ST ST ST ST ST ST i ST STST ST STL ST ST • - ST - - ST ST ST ST ST TST ST ST ST --I-- ST ST ST - ST ST ST IT ST ST ST 1 ST ST ST ST } 1 1 I ST ST ST ST -- ST S ST ST `� 1 � �i:t:.�'.+^•s,!i:-�.�t'i^.'-:'+':. iv,y} i'_�r •F='^j'•-.+�;,,.M-= ' '+`•• •.' -•.,y. •r :Y7::;':;.>+�Y;Su'�`"i: �+.+'• •`a l . 1�. '-:ati*'f•-; •nj:�rr`,r,'ir i::l i:c2i�% f'..T �.i .•J_� `•' Y.+.F: "i• f i ...i- F_•t :.�.4' . �c Y- 1 { .i N.; r;� r.••/ ,.,• s^r�+�}..� ESL �,.:t:✓_•x-{d:•.. 1 ^'J +•„G' yr'�iy I�':� •i/.r[ �'a•"+1�vo�`i•�z/• %�'�,'�12'-?;f>.I;'fir+.. �t .+ _':'�,_ .'r.•„ vP':1+3 .^1=-Yi}irk si-"itj'biti�,ari*+.�rcaaj�,{y,,..�y,..'"...4c-. {-,w.=/�{;r[•i, /.• f+r;.f, •••�i: tij. 1 � , %.r:.:i�� •-�r• i��.r•'.`:Y�' x+':: x --•1>r•.:-r• �1+'`c _, tt � �„ r:-. �:y-a.., i>}.. ;ic;'.:.$ {}i!:;,,., .cs�:w..r: r_ =.�.r:an i� r t/ iS r + i.,.•'+t`' i '•.. i, .. .' s•-: r +s' A.S+ �.'r„'i'- �::-.�.t ,� �>Y•• y•;LY-ii ? k:.+ti,.Y.'.r21+:?�r..i-.•So;+''i�+;:,S.tr-- :r«t .��-�:Z`..�� cf% 1 } ( ry,,c'•�.•:iti;S:ri: rr. +• y..;'n •`A,=�e�x.7. >.:: i µ.-�.i•y�{.•. p` �• t+.t�-. j i ` :?>. r1 Y.£ a :.t 'f '+4• 1'•@ :a,tq I .PF'•<.�i+, •at{'�rr�%.,�;•2. +�+f�r:•l cS•s, G.•'YR �.A.+-.'�,+,+:ii y ',.: ^" yi+: •:;�R`s.:ll'+1 n 1 r.r•rr � �, •a :ti '•r:;?;r...;- 2� w•.� �j ::ta!�,��i.' •�',�-' �': %'^ t'V ':lx y'}s•,"r�+;(', �vf•>t't{� t•i �r�?{.: lr . "• rxt .^_ ,t: Ei•�:.�>�•'+'�'!:+x:2v=esic Ta;`i N��:.^,•�t•.J .;"..'l•r `wi : ..C. t �.Jr� r,• f• s4> ti'3 -•.r� ..> S.•-.... I• f.r.Y 4". y\•a `>•• •F••• J r ]• i3 A �'� � t.?:'' �, �: <=q.yl 3i•}%,{+- ..y .x„a•� f:Tl•, ..{, :!/iN wI.CA I ( ' 4 •F ff } 3r�-1•_ii �i•',••` `••c ry{31}�» er.��laF+,•:i,'�.:e:bti.�>++•-+�'•�"f�t: :,i}:�+r• �• n`i`-.'w�J, «%. n'n+ 3;,ir t,�r_,'rx., r•r" J.• v.•t=�.- '� :.3F.3i. r.•<:o- i 4y.l��.x+ ""r: .ram <• +t^- Y+. D j is„si • ., .:+.t. "w: •rr I I } ., L'c'L-."c•:;,1i+'.•vS2.`JS�.��a.'^r;?C=+'.'-•o-%r-:.t'-j;,=c? �,..�.5:�:.. •yii•�:.`i�ti"i'�ti�._,r a 1 .Q 1 i � :i?S::f?i�-'i Lei>Gs- ?�• ..S•;:,;;'+:.: _,{ +^-+:i:Ti:i.,,.,... !' 1••�-•:..:•4 G-:?+ a 3'�'',*;.':'S�"' 1 I �cfr�l'��y�,7%•:;.7�>• :., a'='r�+.r.: K::. .h:i�r'.;'+••.....rr'3f...Y. •» ,7:3�+�-,..t.:,:rt_tr.:_r• -- : o';: cr.i.r..,l_ly'it `'<fVr�:F� t; ��'!•u• �A I• � ' J f { Fi, i...:».�'G`n rw:;f�+i�_ri+r. i (.i ':.fv�• 1f- �� >++51••rait`.ry _f�ii•I.1F � ! SKf r� 1:�>•'x-� r 1 . °. � / ,:�:^•r 'y ter. • 'aY' '- .. ,.. .i _s •L 4 Q ' i. . •s-a + .4 Q p .+.c- .a V f' p _ Q . .Q >- . : D .Y� - rs, •,. .c•.,.a?:j.. :�C:+r{:'f:� D POOL r 'iY.•: •D .y a D '4 a D' •> P •q. Q D u}•+,,,: e;;` M. n r: ��.;:;f:::.•:}• ,,., n _ iQ :Y� •v�'i +t � �l' .D A ° .. 1 ' •• -°D- $•• S D Q.. • 'd!! D a p• pD �"rt•i''{-T'iiS•rY,•�'i<if il''i': �d':•�r' 1 •a;Z'itir••,., i,,•Y,4 • ffQ II - D .D• S •. •' r ••-a _ D ._ � D ,,, •II p. +:a�.�.. :7^, Z9:�y', r�'rA � D •D a •I1' - II • ° D' ° .. '° P _ Di b �= ';>• •+v,1••{:� ,,,:;��=..,:; • %• 1 L: � •s;-• ,,r , e - C . D P D •e 1 D. • e. -Q• /" sF•�._ +.• rt .. t�Yw.,,fri"i' I :a y= Q s.,`r„_ 2`7r'ti. �.):. ,-•7 `� s _<; �e�MJ a 9 D Inc: y> 7:' {''f s: r "fir{: .'r'''u 'i'•.•. i•�wl+ r • S7ST T ST -_ ST r T 6--•. I 1 I 4.i`••.?.ra,'i7 r"• ,a, •4 S D"'. j _ f� tpl. •.:1 '•"" .t•. M"t... ir+ •+;+,� .,.h. 5a �++.;iy .c:,;a �• '^'f'.-1. •"' , �w mil• •T. •i. < J. .+Zi• 5`. :4 Q , .f ,.:tK++ � ^�-iit'.:+ ~?{: a- c: .,a"'�:al • i� •lL� ?: L •r<}r.=' p•:.x'' •i;+w'=�.ai � o��`yx-' •-D: • ¢•, -D• D°- q II T. IAlm Q P':c�:ly c•�:;;{,' .1 .G,. r.-•=?•%�i'�.td l..a mot ` >.�i'?•wa?a.jr•=�, •� w ••t t .fr- •ni- < •• t1/. '�. ,�:`;.ia..:>:,; ain� r.:, z,:{�:.:vr "j.•':r t';.� >.I D' DG •Q :�..p r+'. S:r2,3��::+..�`;r'i:�'�`'•-�"4+<'•:t''•Ii: 'r'*' '?:)'aiw'.:I;n'�Gu:�-'d't d^:1 'r %i „i_iriwcY -i �>y`( De T :_a.l,:i; = rl,r.'pfr �j nii}=M.ugi:, tt;a. r�rf;'= • f• ~ i,•� _ `^+-• ' _ Y ` '/` �> "'•:rr.1--f �'' r �-•::i;y-,+at°�r; t �sr•'i'ar �.:r+. � il�'yS«+. rG p •D' Q /° J! sIr '�..:i'=s.• , ice( -is•.-iy.�•t.C'^`. y, .y. Y `' :7•../•t;"' f {:-• a'' - y.. ..2 Yj.1:vl..:• w,T rl.� ,'.{i'tt'..:r ._ •.,. {..n+��•••.+��y:-F�%•y�'� �• a f T T iJ_L. ,.�sL•✓ S 7. Yl �l.i r%4 S✓. J. •�isf '/ , f �_ • e too' f • P D a - . Q •--_ � !� ST•- • s,..ca� «w��: r•;.•'-: rx f rr� � J;'-:i '.• r•_.. J -t• D' n D STST •. ctr'e+,tY,�� C..�I r;> ? D ` % Q D .� D '• D a - '•---.... T.•-..-�� S .`i±elf,.;`+" r�:C \ } NORTHGATE PROPER APARTMENTS D C ±312 LF OF S \ 3 & 4 STORIES SILT FENCE 55' MAX. BLDG. HT. FF = 348.30 D. ' A..4 \ 26,603 SF •j - B ` l soon mom 1 :3-6- i S-6 - S-6 MEN! IN 111101111111111111 �_ r ■� i`tl� „nr ,``��•I�t#� . ►�,1�I/�R\#��Ilrtr�ir!. rrrr ' rt##we#tee#�,•,•'�.,tw#I##w��■Iwr#�i� •-��- , � ! ' ■r.-.l�x��'�C,;,%.�rlLs�lrr##!##f!#i##�Ilgi►rij = ,�L��IL• •IR50#11011##wlu!Jra:^�■_.�I�I#!■!•lall�r.l... `-:•, �it r r r !##lt#»il�!• r♦ I/i�lllr!»i1ir�r:�wr�e rat• i- r J1Cr..�.11ta�li'.'S�#!'�#llRts- y.:w n..�"L��i####ilil`i,�2ii#!�G#!»»»»>♦l�Ilwr��.'„■�I#�##!!�!»>###t�rr>`��_. i#!###��`!%yr ######!/��`; •�. cam„ �1!##!�llWirii� .��4'.�!_�1�►rp•-•_�-. .�■ +�i####!##!'»�#irrr��.. • ' 'I� ...��1L�;.-C�i� I•. #R`Z.ir<a,.#il7r!#!S##1�!lrli �####i#i##�#�j= •er..•<I'j,:ili�7C � �##i#iit��,,,..r.�'��1��####�#;'!l�l�ia K �=+�r�,.,,t4� =--�:� .� --..�..i+__...�1,�##�� ##!�#rr.. 2+`Ilf+,��-... �l�i1e�#�M�I#r!»>�##!�##!!�'f�iU/�jll ��:�IfllYLir>r��t�R,�l1,># i�111��w�..�"'�aq��#mow#Ii7_�!//##!�� tom= ".•s-•- .! `'�#�J:';`'---•---� ►•• ti �ram ►�o!#mii ###!�##i###r►�-: atF�.- ##�Itl■RM �ii�/��1�l�cur!`I�M��>a#!�lslir�`�.�illart�rlli�i!�wr`#__ INLET PR6TEC11oN TA U B ER STREET ---- - 6 S-s S-s S-s S-6 S-s S-6l(3-- S-6-S-6-----S-6 S-6 S 6 S-6 �--- -a w-s w-s w-s w-s w-s--� ---w-8 UE ------ JFL� - -- --- UE UE----------- UE -- --� UE - �______ UE-________ -- UE -� `_____� w`8�W 8----�"`w`8 i ---- UE ---��- UE UE�`W 8 i1 1 UEUE / 1 7 6" MIN. DEPTH STONE VARiES- (ASTM D448, 3" TO 10a 5" DIAMETER) 'OVER �0 GEOTEXTILE FABRIC 50, WITH SAME SQUARE FOOTAGE. EXISTING STREET NOTE: 6" MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO pE FABRIC D ADJACENT PUBLIC STREETS. SUB � MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE CONSTRUCTION EXIT DETAIL, N.T.S 2 ARCHITECTURAL REVISIONS DLD 07/24/13 1 ARCHITECTURAL REVISIONS DLD 06/25/13 MARK REVISION BY I DATE METAL T-POST AS REQ'D. TO MAINTAIN. SPACED 6' APART SILT FENCE AND/OR HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW. NATURAL GROUND - 9X4" MIN. TRENCH FASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST &WIRE MESH 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. r,1vt:'r.nDN OF FLOW SILT FENCE ASSEMBLY N.T.S NOTE: S- UE UE GRAVEL BAG S-s S-6 S-6 w8 UE U:Z TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION N.T.S ■ ■ THE SEAL APPEARING ON THIS Nj l� l s n e e r DOCUMENT WAS AUTHORIZED BY �� .88 �i .��ii 1 JOSEPH P. SCHULTZ, P.E., LICENSE ng,.LLC 2730 Langmire, Suite A NO. 65889 ON JULY 26, 2013. College Station, Texas77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12 204 REV. JULY 2013 A.* .....................*. FIRM # 12327 SCHULTZ ENGINEERING, LLC VICINITY MAP i � \ 1 W n��l aj f �T ST _ S-s S-6 S-6 -`" ST %17: ST UeT ST --VE ST • C'FiCkll`-CT � li_OCA11IX+! �/ G 9 G� F� N J� NOT TO SCALE NORrP .1.1.1 - -,� 1 i OPEL-4 A"' APARTMENTS LOTS 6-10, BLOCK 2, TAUBER ADDITION NORTHGATE - COLLEGE STATION, TX S-6 S-6- 10 5 0 10 SCALE IN FEET SILT FENCE �' K:_;' :�,'.:; ;.:•: I 1 EROSION & SEDIMENT CONTROL NQTES: 1. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXiT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. 5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR150000 REQUIREMENTS FOR CONSTRUCTION SITES. 6. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. SCALE VERTICAL N/A HORIZONTAL 1:10 PLOTTING SCALE: 1:1 FILE NAME: 12204 { cn en in cn In / / -- 346.38 EG i % 345.79 EG / 48.64 EG rn AE 1 AE AE AE AE- A AE AE AE 348 28 EG 348.56 TC / 343.46 TC I 346.80 TC 47.33 EGI 347.80 TC f 345.80 C S-6 S-6 S-6 S-� S-6 S 6 IRV f 5-6 S-fi 5-6 S 6 -6 S-6 S-6 S-6 S-6 S-6 --S- -6 S-6 - S-6 S-6S-E 343.52 rCjI f ---w LLij Z 1 t 1 Q V /71 31 1 ' ! 344.30 TP `3 347.27 TP 3' i 344.10 7C T ` �- j 346.50 TP \ 11 4 TP 343.07 TP �i f 349.60 3 55iTP ¢ 344. 4 TC ST T �- ST ST ST �3 S0 T ST ST ST ST<--•- ST ST ST S ST ST ST ST i 3� ► ZST- i348.81 TP 00 ST T ST ST ST SST ST ST ST ;- ST ST ST ST STK' M e) f 1 348.10 TPa/ / J irr--•- ST ST ST ST S ST ST ST ST-- T ST ST ST ST uri } 344.924 J r 1 i ST ST ST S ST ST $T ST ST �1�---- � � � •� - ST ST ST ST ST ST --••rn � FLOW BREAK POINT 343.65 iP 344.20 TC 344.60 TC \ 347.74 TPA 43.i TP IN PARKING LOT ~ 3 .65 TP 14 45.55 Tc. .20 TC 1 ST ST ST 5T --� ST -�- ST ST ST f- ST 47.20 TP ST ST �-- T ST ST 47.65 TP ST ST 34 ST T ST 5T ST 5l ST ST 'ST - -3, ST ST- 3ST E, T 57 S ST ST 7.50 TC 347.30 TPA i347.50 TP47.30 TP y I 16 TC 343.98 TW S1 �~ N 347.60 TC l 48.20 TC 45.50 TG 348.17 TC t i LU 0 TW 348.20 TC IPA T S` 47.75 TC i 1 348.24 TW 344,04 TW ` { 347.30 TP ` , 1 348.0D TD 2 TW 248.55 TO '348.55 TD ;l! "Y i��nrA�e • 1i1�j■ � {,f • , Ir�l-1�,�� '•�i. �,It�il�"' _II�.�: � �I�1 � � 1 r 347.95 TC,..■ � ` i►ii 11 � m if , L.r-.--:-�-.....� r - - i� ate:;, � � +j I 11 A .347. TC �` .. .. � �� • 1 1 ► Ti�r� ' .a`>!r a.-. Qj, Ili --___ � • • ■ yV� ! ~II ts- -•.c l NORTHGATE PROPER APARTMENTS Ir/■1AA 1 1 . w I �.. ....., ,t ...,,3 & 4 STORIES ■FF = 348.30' 26,603 SF L:,.....,.If_�;i , r � ".ter � ■E)� �■ Wm a�rwriwslL!!>��rair=`++��Lr!�+J�f�'i►y�� m= -■1111�►�r��■�r�r.::�_•rrr��t.��l�� rjY err""" _ >�r.►�I�e�l��w■�rrs�l■�...��r.,c�>■r��.�� .r�l�r��,�..�..... -.� �:1 !•Irielii r��i��t �` _,,��ie �4E��L2'Li' rim>t1��:7iL!�#�It��sUl•iu"..""or. r�� i"'+,..r� --��c _ `--- :.;, 1 ,�:•.-moo.::: RIMMENVIF-16 .92 TW -tZM 0 tit ------ UE '----- UE -' 46.22 UE I TAUBER STREET 346.76-------7.17 T,; .s LLJ Tc 04 TC S 348.50 TC ' w ~ �: ►.. v: '• :► 348.78 TC -1j-----5-6 S-6 S-6 S -6 S-6 S-6 S-60----S-6 - S-6 S--6 S-6�.�. 4': '.,. _ N S 6 S-6 :.�$ 6 S-6 S-6 S-6 GRADING CONSTRUCTION NOTES: -R W $ W-$ W-S W-8 - W-8 1. FILL MATERIAL USED TO ACHIEVE GRADE iN AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY AS -"--- W-$ .�-•y ':.'.•'ate; �:' DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698). AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 3% ABOVE THE OPTIMUM �""` w 8 `'' r•',;''.-'';�;,• + MOISTURE CONTENT. AREAS OUTSIDE OF THE PAVEMENT SHALL BE COMPACTED TO 8596 OF THE MAXIMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS'SHALL BE COMPACTED AND 'PROOF -ROLLED•. ANY WEAK OR SOFT AREAS IDENTIFIED BY THE w-8 'PROOF ROLLING' SHALL BE REMOVED AND REPLACED. I 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. 4. THE TOPOGRAPHY SHOWN 1S PREPARED FROM FIELD SURVEY VATA. 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 7. REFER TO PAVEMENT PLAN FOR PAVEMENT CONSTRUCTION DETAILS AND NOTES. 8. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. SEE GEOTECH REPORT. 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 10. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG" SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE THE PLUG SHALL EXTEND TWO FEET BEYOND THT PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF "IWO FEET THICK. 11. REFER TO THE GE07ECHNICAL REPORT PREPARED FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. GEOTECH REPORT PREPARED BY: CSC ENGINEERING do ENVIRONMENTAL CONSULTANTS, INC ENTITLED: 'PRELIMINARY REPORT OF SUBSURFACE EXPLORATION AND GEO'TECHNICAL STUDY, PROPOSED TAUBER APARTMENTS EASTERN CORNER OF INTERSECTION OF TAUBER STREET AND CHERRY STREET. COLLEGE STATION, TEXAS" DATED: JULY 27, 2012 TP - TOP OF PAVEMENT TI - TOP OF INLET TC - TOP OF CURB TD - TOP OF DECK TW - TOP OF WALK EG - EXISTING GROUND 2 ARCHITECTURAL REVISIONS DLD 07 24 13 1 ARCHITECTURAL REVISIONS DLD 06 25 13 MARKI REVISION BY DATE -- „ , THE SEAL APPEARING ON THIS .0. &-huftzEngineering, DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmlre, Suite A NO. 65889 ON JULY 26, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 REV. JULY 2013 kr��OF• � *.....:�...... ♦ JOSEPH P. SCHULTz .. r,7 r �6*rJ RM # 1232 SC ULTZ ENGINEERING, LLC LOTS 6--10, .BLOCK 2, TAUBER ADDITION NORTHCATE - COLLECE STATION, TX DAD TC 351A5 EG� _349,80 'TC /349.40 TP S-6 �,351,80 TW 380.10 TP 16 TC i TP- 351.50 TW 0 TP 1349.55 TP % 35T.12 EG i 35241 EG i i Jr 'fx/ 3447.78 TWTP I j f 351.50 TW J 349.55 TP f .59T T 48.28 TW 148.28 TW 2 35T.20 EG � i 35232 EG 4JzGD 348.75 TO 351.50 TW I 347.75 TG 49.55 TP 48,2a TW 47,30 TG \ --348 55 iD ' 47.00 TI \ 348.55 TD 348.00 TO ; M 348.95 TC Sj 351.35 TW 347.95 TO 49.3D fP 348.28 TW 347.50 TI i ST`�$� 47.50 TI 348.22 rn 347.30 TG 351.01 EG 3,y2 20 EG T 3 348,20 TW , � l T 3 8,22 TW T'' ucnf 149.25 3C � '51.25 TW 349.09 v11►�t��. 18 49.60 TC 347.80 TO r •>1i 7 lidI/1,349.95 TC ,if 347.95 TO t 349.76 TP 1.OD 349,25 TP 50. 349 TP r rf 1 1 350AD TC I i_. �"/ 49,911 TPA S7 �9.54 TC S'T6349.16 TP S-6 S`6`\-•'- ST - 1� - V -U�T --- ST ---M ST S ---.�_ 349.42 TP-'?� 10 5 0 10 SCALE IN FEET GRADING PLAIA ----MATCH EXISTING AN[ SCALE VERTICAL N/A HORIZONTAL 1:10 PLOTTING SCALE: 1:1 FILE NAME: 12•-204 HAND RAIL PER ARCHITECTURAL DETAILS STONE/BRICK VENEER CORNER BARS OR STAINED & SCORED CONCRETE BARS 0 18' O.C. PATTERN ON ALL EXPOSED VERTICAL CONCRETE SURFACES > 6'IN HEIGHT EXTENDED INTO CONCRETE PATTERN & COLOR SHALL COMPLIMENT SIDEWALK BASE MIN. 16' GALVANIZED BUILDING STONE/BRICK - _ SLOTTED BAR GRATE TOP: 347.80 (sEE�cRAD1NG PAIRILAN) I! I �I 1 I u 1;�_PAVER E 3 2' 2' OISTANCE i I —III SIDEWALK �VARIES 1=1 I �1 I I✓ W/ CONC. BASE d °a PER SITE DETAILS I- I ICI I i-`1, � Hal =l I I� 11=12' MIN.) °, III ��BARRS 0 8' O.C. ER BARS BUILDING FOUNDATION _ I I —III I �I ( - =l I -- PER STRUCTURAL I— I I =1 I( & ARCHITECTURAL ``• o ril DETAILS -_11I #4 BARS 0 12" O.C.E.W. 1 s` 16" 11 11 f I 1—I I 1=f! I - MIN. 3 CONTINUOUS =f 11 R-1iz i I =�(T 11=1 1 III-1 E 1=1 11—I LONGITUDINAL BARSIN I I-1 11 =) l Is MIN. 2 CONTINUOUS (I 1=1 I# LONGITUDINAL BARS IN SIDES =11 M I 1=1 I Irl I I —I I fl�C�l 117 SECTION C-C N.T.S F1 1 2 ARCHITECTURAL REVISIONS DLD 07/24/13 1 ARCHITECTURAL REVISIONS DLD 06/25/13 MARK REVISION BY DATE 20 10 0 20 SCALE IN FEET A HAND RAIL PER ARCHITECTURAL DETAILS STONE/BRICK VENEER CORNER BARS OR STAINED & SCORED CONCRETE PATTERN ON ALL EXPOSED VERTICAL #5 BARS 0 18" O.C. "CONCRETE SURFACES > 6'IN HEIGHT EXTENDED INTO CONCRETE PATTERN & COLOR SHALL COMPLIMENT SIDEWALK BASE MIN. 18" BUILDING STONE/BRICK GHT VARIES (SEE �GRADING PLAN) V: 348.3 DISTANCE I I—�-I I� JT— PAVER SIDEWALK VARIES �I t �1 I W/ CONC. BASE ELE%P 347.8�, T�I I I•=1 f PER SITE DETAILS • ' : I I I I F�12 MIN.I I (— CORNER BARS BUILDING FOUNDATION r' % IE!�-`` BARS 0 18" O.C. RAL IL& ARCHITECTURAL STRUCTURAL I 11 I 11 _ III La ;= I #4 BARS 0 12' O.C.E.w 16' i 6' ' 111 I I 1 II III. MIN. 3 CONTINUOUS LONGITUDINAL L BARSIN SE 4BAR S ®12" MIN. 2 CONTINUOUS I LONGITUDINAL N ! � SIDES 11�i1 t• �F—• SECTION I? D N.T.S THE SEAL APPEARING ON THIS ch Z :t. Engineering, DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON JULY 26, 2013. College Station, Texas 77845 ISSUE© FAR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12 204 REV. JULY 2013 /�_a. * OF :* i.......................... :* N JOSEPH P. SCHULTZ `... ................. 658 a� FIRM # 123Z7 SCHULTZ ENGINEERING, LLC STONE/BRICK VENEER OR STAINED & SCORED CONCRETE PATTERN ON ALL EXPOSED VERTICAL 6" CONCRETE SURFACES > 6" IN HEIGHT I »— PATTERN & COLOR SHALL COMPLIMENT BUILDING STONEARICK ° ° I I I I HEIGHT VARIESI— (SEE GRADING PLAN) I I —_' 2" DIA. WEEPHOLE 18' O:C. ' n WE CORNER BARS BARS 0 18" O.C. #5 EXTENDED INTO CONIMETE I —I I-12T'- MIN PAVEMENT MIN. 18" CONCRETE PAVEMENT �I C 1-W.0 12' 0. I I ' e'er! I r SECTION A A N_T.S STONE/BRICK VENEER OR STAINED & SCORN CONCRETE PATTERN ON ALL EXPOSED VERTICAL CONCRETE SURFACES > 6"IN HEIGHT PATTERN & COLOR SHALL COMPLIMENT BUILDING STONE/BRICK CONCRETE STEPS - NUMBER AND HEIGHT VARIES BUILDING FOUNDATION PER STRUCTURAL & ARCHITECTURAL DETAILS #4 BARS 0 10 O,C.E.W.- MIN. 3 CONTINUOUS LONGITUDINAL BARS N BASE MIN, 2 CONTINUOUS LONGITUDINAL BARS IN SIDES 1 CONCRETE PAYS CORNER BARS J5 BARS 0 18" O.C. EXTENDED INTO CONCRETE SIDEWALK BASE MIN. 18' HEIGHT VARIES I l II Hl- (SEE GRADING PLAN)FE PAVER SIDEWALK { W/ CONC. BASE I FI I It � II! PER SITE DETAILS JIE ffi 9(I CORNER BARS tlilll� INj� BARS 018' D.C. 11 1 �il fl Ell �F I r l I1 I I —I HE I I I 1#4 13RS' 012 „1I I Ir F SECTION E-E N.T.S NOR THGA TE PR OPEN APZ-xARTMENTS LOTS 6-10., BLOCK 2, TAUBER ADDITION NORTHGATE -COLLEGE STATION, TX ' 6" -`I F HEIGHT VARIES (SEE GRADING PLAN) SECTION G-G N.T.S PER RAL DETAILS STONE/BRICK VENEER OR STAINED & SCORED CONCRETE PATTERN ON ALL EXPOSED VERTICAL 6" CONCRETE SURFACES > 6"IN HEIGHT PATTERN & COLOR SHALL COMPLIMENT Qq, BUILDING STONE/BRICK HEIGHT VARIES a ° ° 4 (SEE GRADING PLAN) a 4Q III CONCRETE PAVEMENT I CORNER BARS ' �F IN. a #s BARS 0 18" O.C. EXTENDED INTO CONCRETE I �I I •i2` ; 1 PAVEMENT MIN. 18' BARS 012" -2" DIA. WEEPHOLE 0 18" O.C. CORNER,BARS #5 BARS 0 1B' O.C. EXTENDED INTO CONCRETE PAVEMENT MIN. 18' #4 BARS •012' BUILDING FOUNDATION PER STRUCTURAL & ARCHITECTURAL DETAILS #4 BARS 0 12" O.C.E.W.— MIN. 3 CONTINUOUS LONGITUDINAL BARS IN BASE MIN. 2 CONTINUOUS LONGITUDINAL BARS IN SIDES SECTION B-B N.T.S GALVANIZED SLOTTED BAR GRATE TOP: 347.80 HEIGHT VARI (SEE GRADING IAN, ELM- 34&3 2" z" d< � Il Q •, GRADING DETAILS SECTION F F N.T.S HAND RAIL PER ARCHITECTURAL DETAILS CORNER BARS #5 BARS 0 18" U.C. EXTENDED INTO CONCRETE SIDEWALK BASE MIN. 18" SCALE VERTICAL N/A HORIZONTAL 1:20 PLOTTING SCALE: 1:1 FILE NAME: 12-204 PAVER SIDEWALK W/ CONQ BASE PER SITE DETAILS I— LLJ W ry I-- (n o ry ry L U sVO 6" CONCRETE PAVEMENT W/ STANDARD CURB BRICK DIMENSIONS: 71�j8"X3313"X2W roses'`?1. 41. r. .R 43 REBAR " 4" WIDE CURB S-6 5 0 SCALE IN FEET iU�-•r��#ii.'lrriii#ii��1r�►�11.?r��:-!�� R!!�#r1A-riiii#ii#lr�:r�-�--ir.-•-�!!"�'�y�.,,•�r_ „; `�rr"�"�..re--M�.��^ri+�Ir�� +`�tii �.+'� �/ __�,+��il��if#ii#i�i±f � i• .�i/�:I,:■#�ilwl#�i#iii/ra:' rs<,i.:��'!!Il�i�rl�r..r"�'�iii10•�iiiiiiii �rr'r�'-�'�::••r...v(�111 - ;-i_��r� �� : ! .�, �-""'��at##'� �I�+�.��.f �I:'i��lri��'!.►"!!'i#CS'�li��'��tl ��.�L'C1�It`��t��i.7�C•.rR'.+,'�'►'�,"-�RMt��iiiiiiiii� �.��_�ii:�i�"'r-rri..-....:. _ t s�y4 ti• . i ''fir :�--� ;: r��AlllAiiri.tlieier'i.`ft!-�!t+ �? 1�#ii#�i#�#I=A�L:�L"� `'�T%�»•,••` "'+�il�iiii#ii#iiri#iirw.�� * <' w"lihl ..�-�1 t """`^--r CAI. ... �; ` _ � � `�.r"'�i1�-��.��`� #iili► Gr.>�i#�1� •+"•� v`ir'- �r�ili °1�..1,•r.•-...�±�CL� r �r�i. MEMO _ �r.,�,!".: +s �i�I � Imo' � � � .,r,.,• � � f "�#!�!•w'r�L:i..:,,:!rl�r✓��i''�IriiMic."'7. C.Z+�?!fNi#iii. `�� #iii#ii�iiiiiirrsrr`_.. " .•""'~#i��14I%�4�Arw'."'".!FFi7i�i'CigraT..��IIIl1! l`\��ir�:.`� ali�#iii#iiiiiil��lrirtlill+!tirw...�`,. rl��lrli`L"'..�J3.�##iii• ' rr-++Ii�i#irl�rCfL��.. •:a`•t f._�.�- ��p-41.w.r�„.�,�>Artrtam�>-.. �.�r7lw-i'Bil�R�1# ra�/itliil�iit•iiii#ii l:g1g; Ili lim#rye:eS. ��,:...��iai!i�iii#ii#�� '�"�� '� ""� fir-•••.�iYr�![�i#rrlitrr•'�'..��e�e###i�iri ��ii�1r13tP'i#l�ii#i>iMii#1~ii#i '�"+-r�''y�#i�ii"�i��1 �•``rl �i��r� ` '� �ar•r�.�:,�,iliwli#ii#liiii#iii I _ ` �y`�sy.:.-,!$:#i:IrZ�JII�Ali ii ♦ ' ��1 •,•'`'Ll��i�1J1i�ifHUllf!•I��Ii'ril� -� • TREE GRATE (TYP.) ST ►► ► 1" THICK SAND BED 18 O.C.E.W a THICK CONCRETE NOTES: (6" FOR DRIVEWXtS) 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER RED COLOR. 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND PATTERN AS SHOWN ABOVE. 3. CONCRETE SHALL HAVE A 28-DAY STRENGTH OF 3500 PSI APATiERN: RUNNER BOND BRICK. PAVER DETAIL N.T.S 2 ARCHITECTURAL REVISIONS DLD 07/24/13 1 ARCHITECTURAL REVISIONS DLD 06/25/13 MARK REVISION BY DATE 24" 6tyl 1511 o 1 - y - 51 1 2t, ,3„ 4, 6" 7" to — —" rr » O 2" 3" 2 3" — t 4" -r - 0 #4 BARS 0 ; " X 18" SMOOTH EXPANSION DOWELS CURB DETAIL N.T.S STEEL REINFORCING BARS CONCRETE PAVEMENT .' ^—'4r �• .� �— i. a " 6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 5" AS SHOWN ON THE PLAN * 6" PAVEMENT - USE #4 REBAR ® 18" O.C.E.W. * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S THE SEAL APPEARING ON THIS ultz Engineer n L DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Lan mire Suite A NO. 65889 ON JULY 26, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 REV. JULY 2013 UE PAVEMENT CONSTRUCTION NOTES: 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3. IF SUBGRADE P1IS GREATER THAN 21 FOR SOiLS BENEATH THE PAVEMENT, THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LiME STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4. AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGE.,% ITEM 260. THE LIME STABILIZED SOIL SHALL HE. COMPACTED TO.A DENSITY. OF AT_LEAST _98% OF THE MAXIMUM DRY, DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% ABOVE OPTIMUM MOISTURE CONTENT THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264. -LIME AND LIME SLURRY. THE LIME STABILIZED SUSGRADE SHOULD EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. 4. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 5, JOINT SEALANT MATERIAL TO BE SONNEBORN SL-1 OR APPROVED EQUAL. 6. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. 7. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE, RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 8. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. 9. REFER TO THE GEOTECHNICAL REPORT PREPARED FOR DETAILED SPECIFICATIONS ON SUBGRAOE, PAVEMENT, FOUNDATIONS, ETC. GEOTECH REPORT PREPARED BY CSC ENGINEERING & ENVIRONMENTAL CONSULTANTS, INC., ENTITLED: "PRELIMINARY REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL STUDY, PROPOSED TAUBER APARTMENTS EASTERN CORNER OF INTERSECTION OF TAUBER STREET AND CHERRY STREET, COLLEGE STATION, TEXAS" DATED: JULY 27, 2012. 10. THE DETENTION AND DRAINAGE FACILITIES MUST BE CONSTRUCTED FIRST. JOSEPH P. SCHULTZ V FIRM 12327 SCHULTZ ENGINEERING. LLC APARTMENTS `W . NOTES: i. MATERIALS AND METHODS FOR PAVEMENT MARKINGS SHALL CONFORM TO TXDOT STANDARD SPECIFICATIONS (CUR.TYAERII�MARKING )MATERIALS NEED , V47H THE ONOT 8E WING EXPURCHASED FROM THE DEPARTMENT, AND :1) GLASS BEADS MAY BE OMITTED, BUT MARKING MATERIAL SHALL BE TYPE it PAINT -TYPE MATERIAL. 2. EXISTING PAVERS SHALL BE SALVAGE AND REUSED IN AREAS OF PROPOSED BRICK PAVING SHOWN ON THIS PLAN. ADDITIONAL O AL. PAYERS -MAY BE NEEDED TO COMPLETE NEW INSTALLATION. 3. ALL ADA ACCESS PATH(S), SIOEWALK(S), AND PARKING SHALL BE IN ACCORDANCE WITH TAS, CURRENT EDITION. LOTS 6--10, BLOCK 2, TAUBER ADDITION NORTIIGATE - COLLEGE STATION, TX LEGEND y PROPOSED y LANDSCAPED w W AREA PROPOSED BRICK PAVERS . a PROPOSED CONCRETE d SIDEWALK PROPOSED 5" CONCRETE PVMT PROPOSED 6" CONCRETE PVMT PA VEMENT PLAN MARK LOCATION WIT14 GALVANIZED CARRIAGE BOLT W X 2" EXTEND END 12" BEYOND CONCRETE AND TAPE BOTH ENDS SIDEWALK OR PATH WHERE APPLICABLE __--4" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. PVC SLEEVE N.T.S. SCALE VERTICAL N/A HORIZONTAL 1:20 PLOTTING SCALE: 1:1 FILE NAME: 12-204 in BOLT IN WALK SHEET Fi 2 ARCHITECTURAL REVISIONS DLD 07/24/13 1 ARCHITECTURAL REVISIONS DLD 06/25/13 MARK REVISION BY DATE : THE SEAL APPEARING ON THIS lc� n g ineering7 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON JULY 26, 2013. CollegeStation, Texas 77845 ISSUED FOR CONSTRUCTION �-- 9793643900 TSPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 1 12-204 REV. JULY 2013 TIM f 12327 g SCHULTZ ENGINEERING, LLC NORTUP A M0 PRO ID - A PAR TMENTS A.z.& LOTS 0--10, BLOCK 2, TA UBER ADDITION NORT.HGA TE -- COLLEGE STATION, TX y` is % i �l � r PLAN ' ' SCALE VERTICAL N/A HORIZONTAL 1:10 PLOTTING SCALE: 1:1 FILE NAME: 12-204 SHEET EXiS'DNG MANHOLE'--AE AE AE RIM=343.60 FL-340.60 ¢ S-6 S-6J ---S- -S-6 ---- PIPE 101 36' HDPE PIPE 7.3 LF 0 0.50% LINLET 1Q! W 24' GRATE INLET ¢ r RIM: 344.30 36' HDPE PIPE FL IN: 339.00 !! 8" HDPE PIPE FL IN: 338.83 3 12" HDPE PIPE FL OUT: 338.50 PPPE 140 " Q 8" HDPE PIPE 15.2 LF 0 1.00% CONNECT TO EXISTING 24' STORM SEWER PIPE r'!� FIELD VERIFY SIZE AND ELEVATION (CONTRACTOR 1 0 PIPE 100 cn SHALL CONTACT ENGINEER WITH ANY DISCREPANCIES FOUND 72' HDPE IN THE FIELD) 26.1 LF 0 0.80% Illy `= FITTING 120 H 8' 45' BEND 't tYjs B" HDPE PIPE FL OUT. 339.00 y REPLACE 15 LF OF STORM SEWER PIPE E- AND CDNNECT TO I RELOCATED INLET FLOW BREAK POINT Ld PN PARKING LOT Al PIPE 139 12" RCP PIPE 2D.7 L 0.79% P]PE 141 H P PIP 8D E 8" STORM FL=337.99 S1 10.8 LF @ 5 6' SEWER FL=340.07 DDwNSPDUT 2 5� T CONNECTION 8" HDPE PIPE FL " y :e • • sI JB 1 O2 ti JUNCTION BOX D •' RIM: 339.93 12 HDPE PIPE FL I PROPOSED 5' RECESSEp 8" HDPE PIPE FL IN STORM INLET _ 12' RCP PIPE FL 0 RIM=343.72 10 RCP PIPE FL IN = 337.95 - 24" RCP PIPE FL IN = 336.05 - PIPE 142 24" RCP PIPE FL OUT=335.95 e - 8" HDPE PiPE I ri ril a 2.2 LF 0 1.00% REPLACE 5 LF OF STORM SEWER PiPE ° P AND CONNECT TO DOWNSPOUT 3 RELOCATED INLET ° CONNECTION I 1 8!' HDPE PIPE FL OUT- 338.64 CONNECT TO EXISTING 24" STORM SEWER PIPE - PiPE 143 8" HDPE PIPE 8.2 !F g 1.00X j FIELD VERIFY SIZE AND n J ELEVATION (CONTRACTOR FITTING 121 SHALL CONTACT ENGINEER CA WITH ANY DISCREPANCIES FOUND 8" HDPE PIPE FL OUT: 338.72 `t IN THE FIELD) _ E 144 to 8'P HDPE PIPE STORM MANHOLE RIM=343A6 FL=336.22 _ S - FIiTING 122 8` 45' BEND 8" HDPE PIPE FL OUT: 3�•39.15 -��- - ;K S 0 I PiPE 145 ( rn 8" HDPE PII 1 if PIPE 145 N PE 2.1 LF 0HDPE 1` 0( II DOWNSPOUT 4 CONNECTION C 36" x 36' TEE S-6 S-6S-6 V` I/ N IFa 36- HDPE PIPE 5.0 LF 0 a.30' FITTING 102 PIPE4.ZT FITTING 105 -- - » » 36' 36' SIT BEND 36 x 36 7EE 36' HDPE PIPE FL OUT: 339.06 98.0 36` HDPE PIPE FL OUT: 339.53T ST ST L-_ ST T ST ST ST ST<--ST ST S ST ST ST ST PIPE 103 736: NG 1Q6 36` HDPE PIPE PIPE 110 5.0 LF 0 0.30% 53 LHOPE F ®0 3PE x 36" TEE HDPE PiPE FL OUT: 339.55 ST ST ST ST ST ST ST ST ST ST ST S7 ST ST FITTING 103 PIPE i06 PIPE 705 PIPE 109 I/ 36 x 36 TEE 36' HDPE PIPE 36' HDPE PIPE 36" HDPE PIPE ' 36' HDPE PIPE FL OUT: 339.07 98.0 LF 0 0.50% 98.0 LF 0 0.50% 5.0 LF 0 02 FITTING 104 ~ ST ST ST ST ST ST ST ST T ST ST ST ST ST ST ST ST ~ 36' HDPE PIPE FL OUT: 339.5s INLET 1d3 PIPE 133 24" GRATE INLET - V-5724-1 t 36' HDPE PIPE PIPE 1D6 RIM: 347.66 {N! ET 104 II 5.0 LF 0 0.30% 36" HDPE PIPE 15" HDPE PIPE FL IN: 341.92 24' GRATE INLET - V-5724-1 II ST ST 5.0 LF m 0.30% RIM: 347.69 i" JFITTING 117 15" HDPE PIPE F1 OUT 34l.82 ST ST ST ST 5T ST ST $T ST ST ST ST 36' x 36' TEE 12" HDPE PIPE FL IN: 342.44 II FITTING 115 PIPE 135 PIPE i36 « 12" HDPE PIPE FL IN: 342.44 36" HDPE PIPE PIPE 107 36 HDPE PIPE Fl OUT. 339.58 PIPE ! 14 36" x 36' TEE 3fi" HDPE PIPE PIPE 712 i/ PIPE 113 15' ITDPE P1pE FL OUT: 34227 " 10.6 LF ®0.51X 36" HDPE PIPE 15" HDPE PIPE 12 HDPE PIPE 36' HDPE PIPE FL OUT: 339.09 98.0 LF 0.50X 2.S LF O 0.3oX O 15` HDPE PIPE 16.7 1F t00% ST ST T -- & ST ST ST ST ST ST ST ST T ST ST ST ST 4s•3 LF � 2.24X 132.3 LF � 1.00X FIRING 107 ST ST ST ST ST ST II 12' 45' BEND 7.. F ` JB 101 ST ST ST ST ST ST ST ST ST ST ST 12' HDPE PIPE FL OUT: 342.62 JUNCTION BOX E FITTING 116A PIPE 13SB PIPE 135A RIM: 347.36wLF0 7 _ „_ �PIPE 115 OD% PIPE 134 36" X 8" TEE 36' HDPE PIPE 15" HDPE PIPE FL 1N: 340.59 E FRTiNG 118 i=' ::+it; :F T risk,- .:Zvtdi> :•• (Y.:G 4� •h- '.t`" ' 9...i ! t"�:i= : r= c ' �7: c�<"•:4 'i`'a 8" HDPE PIPE ..a •r':%r. •: �•• "c-,.�• ...-,_..�.......;�.� ...v;`.. � 36' HDPE PIPE 13V HDPE PIPE FL OUT: 339.31 55.1 LF ®Q50X 36" HDPE PIPE FL OUT: 339.59 % !Y��+,�>�- �r-^�4+ ;f111z-� rti? ,�;>;,f+: ' ��=X�;4; .;tL- •r;?w.r,•-,�4a�t.� s s ,•t 12' HDPE PIPE 5.0 LF ®0.3QX 9.7 LF 0 1.00% 15" x 15' TEE FITTING 157 r<,<�, ,;,= z•t r , A^:✓ l�� Cn ..J ".l..t<, , � ::,:.:.�.� �,: , •�-�1 •;, 36' HDPE PIPE FL OUT: 339.59PIPE1! %15" HDPE PIPE FL OUT: 340.70 `= "=:?%.'= r`'a�tr4+ :=C:xbS:t'`,�-s? #,Y;yvr;• PIPE 121 %{r�=:°,rz'y 123 LF ®1.q0% PE `t� s:• `PIPE 156:.:Cl:.�.:12" HDPE:��8" HDPE PIPEFITTING 116 FITTING 163 0% INLET 102;,,t;,�f-•;r:,<,a•^LK ^��ti:a Wit;'?-,+,`��;_-:i 5 8.9 IF m 1.09X r.'j ��c:ja:2v;-: FITTING 108 36' 90' BEND 24" GRATE INLET - V-5724-1 r:�; y!:�". ' :" S Y.. r_ +.,, n. 3.3• w_, t• -?2 6.8 LF ®1.00X DOWNSPOUT t 12" x 8' TEE :S:t��:''w�:�`�:?.%:sr ?:'�:�r'. r;ij�t ::; •::.[.,. ; r L • r `U.: 36" HDPE PIPE FL OUT: 339.10 PEPE 127 RIM: 347.04 PIPE 128 (3) t. ,t•""} a 12" 45' BEND CONNECTION 12 HDPE PIPE FL OUT: 341.38 rr. 1; 1'+r `', f,;INLET ! IN .. , js PiPE !22 12" HDPE PIPE f OUT: 342.75 8•• HDPE P[PE FL OUT: 341.74 12' HDPE PIPE 12' HDPE PIPE FL IN: 341.00 12 HDPE PPPE '' .:j,;,,itri,F:•� ;•:t.f•a:--'r-••;�•s•.:+L=+°a-:::,p..,�,��.: TRENCH DRAIN ��;•. 1 i2' HDPE PIPE 11.5 LF ®l.OD% 3.3 IF 0 1.00% ,r; ,1 ;; �.:: tr, -,;- +c , w c;,'ti RIM: 343.66 N: 338.26 15 HOPE PIPE FL OUT: 340.90 ; J y`'� +Yt i fir: ' - d rxr: t a E •\ i •w:Fi i,: ;.`• w '..ti n},-"•,•�yi-i^J-. r f r..t ; i•: 3:y. ,� ! P 7.8 LF ®1.00X FITTING 15$ ..;,r,�;s� :�-� . �`'�` •'�'�`•'�', .�_a.:=: r--fir,' :!:i'� r . 8" HDPE PIPE FL IN: 342.89 s�: 1 PIPE i32 338.59 12"�xN8" TEE 12` HDPE PIPE FTITiNG 114G 164 PIPE 1 PIPE 138 12" x W TEE =',i = %jl `'�i° F 'y%ram':: �``:�``T'j '3 ia't-'` �� ± 12' HDPE FIPE FL OUT: 342.56. R 4 ,112" HDPE PIPE UT: 338.16 12" x 12- TEE 12" HDPE PIPE -•�� r?.'. •r• • sv: • ., .�•.�` 12' HDPE PIPE FL OUT: 341.54 17.6 LF 1.00X 12 HDPE PIPE FL OUT: 34t.32 %':. s �s•t+ i; . ;;;;-w E;f�1 DOWNSPOUT 11 5.1 LF 1.00X 12 HDPE PIPE FL OUT: 341.13 S.7 LF ®1.00% -- ;. �s:r `ru,z-TN= FITTING 160 CONNECTION PIPE t71 PIPE 163 FITTING 1i9 PiPE 128 ;r; ; �;; 1 « « NORTHGATE PROPER APARTMENTS 12- x 1z` TEE 12' HDPE PIPE „,;;,, �. 2- x $ TEE 8" HDPE PIPE FL OUT: 342.96 3 $C 4 STORIES 12' HDPE PIPE iz' HOPE PIPE <<;;.c;:..4.vrf' 8.0 LF 1.00X isrP+ j:{=� !2 HDPE PIPE FL OUT: 341.50 7 INLET 105 FITTING 109 12' HDPE PIPE FL OUT: 341.19 F:. F 3 INLET 114 ">� ;' � 12" x 12" TEE 16.5 1170 1.00% 3.7 LF � 100X - -- . r PEPE 129 12" AREA DRAIN -'r . a 12" AREA DRAIN p °- .P - PPP 12$ 2 - ... " FITTING ! 61 ' o• E FITTING i65 P ° D ' ' T' O v u . % ,��yn 12 HDPE PIPE �'�'- + 1 RIM: 347.00 12 HDPE PIPE FL OUT. 3428D 55 MAX. BLDG. H T. ' , . e ° 12- AREa DRAIN , e ? • ' o . �- P 12" x 8' TEE ' xcn 12' HDPE PIPE ° D ...r . r.•�{ . `: RIM: 347.50 '.�'?•i $" 90` BEND Da e ° 12" HDPE PIPE FL OUT: 341.1? > 9.9 RIM: 347.50 :Y .;1::-.; •r: 15.1 LF 1.g0:K °• :, 12" HDPE PIPE FL IN: 341.83 ,tir 1 12" HDPE PIPE FL OUT: 342.82 D . b o =.a• Y:.4 ;,. rid.; a ,'� t 12' HDPE PIPE FIL OUT: 341.70 >" 5 a D n . s d e !2 HDPE PIPE Fl IN: 341.3$ : ; . _:�= +;G�� 1NtEI 113 $" HDPE PIPE FL IN: 342.00 6 FF - - 348. 30 6 4 p PIPE 165 b 12" HDPE PIPE FL OUT: 341.38 ,s;'r=f ': �i � 12- AREA DRAIN 12' HDPE PIPE " PPPE PIPE 26,603 SF = ° a a a b• RIM: 34s.20 22 HDPE PIPE PIPE 172 y 9 12 HDPE PIPE °•' "" ' j^�$ c t2" HDPE PIPE FT- IN: 341.65 ^7;.ri:w I F. 15.5 EF ®1.00% � $„ HDPE PIPE ST ST � • -... 3.3 LF O 1.00% °. ` 's*<=�? � , j�-; ••t;,; r.y, , : i FITTING ! 10 ` ' 8' HDPE PIPE FL IN: 341.82 Y, emu_ sAr r, k 4.1 [F ®1.DOX "' PIPE 370 '° • ST ST-----•-_. ST . ---`_ '�'� ..D. ° I I ` i D K•,.� Y ��F„�=• ,, r.�r:>....-. i INLET' 106 4 T ST (, 1 PIPE 129 (1) - wT••?;r'=?:-]�' - 12 HDPE PIPE FL OUT: 341.65 : pry ;,,..;F;;.r ;: " `'' "'� i2' AREA DRAiN 12" HDAE PIPE 8 HDPE PIPE a 12" HDPE PIPE ? :fi �•s: =:,` '` Z;r >'> :' - •'! „sr;� t:? ,t.?� % PIPE 131 • > Y : b s : s(�! it PIPE 130�M{ _ .:: Y �;,= �+ 12' HDPE PiAE RIM: 347.00 4.9 LF 1.00% s a' 1D.4 LF q 1.D0% e i <s:w�• ti:d a y. r 1, z_t,_s_ 12_- HDPE PIPE FL ni 342.96 DOWNSPOUT 22 D ' D , , ST. I I I �� t•'tti {;%`' 12" HDPE PIPE . +YaI, :'':� _r�s, g=;� :y 14.5 LF 0 1.0% ° CONNECTIDN a `i`=^ '< ='• i c5=w::,t.`'r +�� :[,. :� {r 1. +':;{s s- v, ':Y�Jt`•A•'<'•j''•'•1„e •• 57' • 16.4 [F Em 1.00X t• r• INLET 115 18" HDPE PIPE FL OUT: 341.9t S DOWNSPOUT 21 rP > T z�:+, T �y•' =«i .- z.- �"'_ PIPE 168 n e %. Y •s° PIPE 123 ae� is �. Z--= �- t ,i`r v •>;¢ ".e+� •�; •:y�, Yt G 12 AREA DRAIN CONNECTION $,r P 1 D a STa r. �. s• '`t ",ry'' % 12 HDPE PIPE HD E PIPE e: _ "T _� ,r!r •,":'.�. r" r=' �4`� •.•.:: �«n �.:.;;:., . J• 18" HDPE PIPE FL OUT: 341.75 D ° =t,<M Yr J 1••z �, 1. RIM: 347.5D I 0.4 LF m FITTING 162 a '; : PIPE 161 ST ST j {: -�!r'r p:� �r:�_ %`�`��' Y�ii.T 8" HDPE PIPE FL IN: 5.3 LF ®1.00% B = , PIPE 169 12" x 8" TEE -3 8" HDPE PIPE D PIPE 160 ~ ° ST -�_ `s°S° r,s:. +�y�h- r 34341. F11" HDPE PIPE 12" HDPE PIPE FL OUT 341.20 °'"`''�" `+ " �' 12` HDPE PIPE FL OUT: 341.99 8" HDPE PIPE ""'-�-� ' 0 LF 7.00% DOWNSPOUT 20 A. 5.3 LF a 1.00% D PIP E 159 4 ST DOWNSPOUT 10 , PIPE 117 Null Structure PIPE 166 m ' �''- ' 8" HDPE PIPE p' CONNECTION 12' HDPE PIPE a • DOWNSPOUT 16 ' D PIPE 158 n 8" HDPE PIPE FL. OUT: 343.21 [an HDPE PIPE FL OUT: 341.fi0 16: LF ®100% 8" HDPE PIPE iln , • CONNECTION 4.7 LF � 1.00% a • . 8" MDPE PIPE 5.3. LF O .1.06% y t' 8" HDPE PIPE FI. OUT. 341.54 �''`` DOWNSPOUT 19 a .. ° DOWNSPOUT 14 4.7 LF 01 1.00X s ; a °R' D B" HDPE PIPE N FITTING 2" �• -1 12' x 12' TEE PIPE 162 PIPE 157 } ' CONNECTION � • .' � '• e' CONNECTION �7.0D% 12` HDPE PIPE FL [a" HDPE PIPE rL OUT: 341.42 I 8" HDPE PIPE 18" HDPE PIPE FL OUT: 341.87 S _ 5.3 LF ®l.00X 8" HOPE PIPE 4.7 LF Q 10QX INLET 1Q7 PIPE 118 PIPE 164 � . � 12' HDPE PIPE (COOMNSECTOICTV 5 DOWNSPOUT 6 8 HDPE PIPE DOWNSPOUT 17 DOWNSPOUT 12 to D DOWNSPOUT !3 12' AREA DRAIN $" HDPE PIPE FL OUT: 342.26 CO HDPEOPIPE FL OUT: 342.10BNHDPEOPtPE FL OUP 341.51 „ [5.3 [F 4i 1.QOX '• > `> CONNECTION CDNNECTION RIM: 347.00 -; . e [8" HDPE PIPE FL OUT: 342.05 8" HDPE PIPE FL OUT: 342.21 12" HDPE PIPE FL OUT: 343.19 FRTING 112 DOWNSPOUT 18 D 4' • p ' PIPE 124 !2" 45 BEND DOWNSPOUT 7 CONNECTION to DOWNSPOUT 9 12" HDPE PIPE 5 'IPE 153 CONNECTION [all HDPE PIPE FL OUT- 341.39 CONNECTION 12' HDPE PIPE FT ., 1.2 LF � i 00% r\ 5 0 10 10 SCALE IN FEET NOTES: 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE. 2. BACKFILL ALL PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL 3. ALL STORM SEWER PIPE, EXCEPT AS NOTED, SHALL BE HDPE SDR-35, ASTM D-3034, PVC PIPE MAY BE USED iN PLACE OF HDPE PIPE. HDPE PIPE SHALL MEET AASHTO M294, TYPE S WITH WATERTIGHT SEAL HOWEVER, THE PROPOSED STORM SEWER 15 PRIVATE AND SHALL BE INSTALLED N ACCORDANCE WITH THE LOCAL PLUMBING CODE. THIS INCLUDES THE PIPE MATERIAL AND FITTINGS. THE CONTRACTOR SHALL VERIFY WITH THE LOCAL BUILDING OFFICIALS THE TYPE OF MATERIALS REQUIRED BY THE CITY OF COLLEGE STATION PRIOR TO CONSTRUCTION OF THE STORM SEWER. 4. AREA INLETS MAY BE CAST IN PLACE OR PRECAST CONCRETE ALL CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. S. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN S OF PAVEMENT. 6. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE, AND THE 'CITY OF COLLEGE STATION" LOGO SHALL NOT BE USED ON COVERS. CONNECT TO EXISTING 24' STORM SEWER PIPE FIELD VERIFY SIZE AND ELEVATION (CONTRACTOR SHALL CONTACT ENGINEER WITH ANY DISCREPANCIES FOUND 1N THE FIELD) EXISTING STORM REPLACE 15 LF OF MANHOLE STORM SEWER PIPE RiM=343.46 AND CONNECT TO PROPOSED 5' FL=336.22 RELOCATED IN RECESSED STORM INLET REPLACE 5 LF OF RIM=343.72 12" RCP PIPE FL iN = 337.95 AND RCONNECT TO E '-EXISTING STORM _ ,�= _ _ 347.8 24" RCP PIPE FL IN = 336.05 RELOCATED INLET INLET 111 e' RIM=343.56 "�"--- UE 12' AREA DRAIN ^`-~ '�-=-1=�= _ _- _-_ � = --•• 24" RCP PIPE Fl. OUT-335.95 FL=336.64 -`�---- LJE 8=' HDPE PIPE F1 OUT: 341.99 RIM: 346.00 � �_I EXISTING MANHOLE l RIM=343.53 FITTING 113 S rJ FL=339.27 8' W BEND 12" HDPE PIPE FL OUT: 341.56 S-6 5-6-----S-6 S-6 S-6 S-6 S-6 S-6 S-6O- -S_6 5-6 W- 8 W-8 W-8 W-8 W-8 W-8------------_yy_8 •►•:.' •'`�•• :.•'�•%�~;• 74-UE - --� _.__ _ UE ---� _ . UE --------_ UE '-``�'W-8--•----.____ W 8fir. ----- UE - _____ - tJE --- --� UE --------".-`W_'q . �� .::"' • ^. �: �' . . �`� --- UE -w� �- UE - ---�_- UE ----- -�- UE s 4;UE W-8 •' �' 8" HDPE P1pE PIPE 152 PIPE 151 8" HDPE PIPE 8" HDAE PIPE FL OUT• 342.00 a.. D DDWNSPOUI 75 8 HDPE PIPE FL OUT: 343.47 PIPE 124 1 O FITTING 123 T.6 LF 0 0.50% 131.8 LF m 0.50X 8" HDPE PIPE 11.0 D!OW�NSPOUT 8 ° :. ; PIPE 126 CONNECTION PIPE 154 �' 12" HDPE PIPE 8' 45' BEND , LF 0 0.50% PIPE 149 NNECTION b 12' HDPE PiPE 8" HDPE PIPE FL OUT: 341.71 „ 8 HDPE PiPE 5.9 !F 1.00% 8" HDPE PIPE FT_ OUT: 339.22 8" HOPE PIPE 10.9 8" HDPE PIPE FL T: 341.84 D ,t n 37.0 LF 0 1.00% PIPE 119 1.6 LF 49 1.QQx FITTING 129 --�. '�- S ---- ST LF 0 0.50% PIPE 148 PIPE 146 =, PIPE 147 , PiPE 125 12' HDPE PIPE 7.1 LF 0 1.00% 12" x 8" TEE 12" HDPE PIPE FL OUT_ 343.' FITTING 127 -�_ T ""-^--- S 8 HDPE PIPE „ 8' HDPE PIPE 325 LF ®Q.50% 8 HDPE PIPE 21.8 LF rA) 0.50% �D D• a' 8" HDPE PIPE 5.5 LF O 1.40% IN i08 y 8' 90' BEND ---� 0.9 LF 0 0.50% T ~~ >_, TOP F GRATE 24" GRATE INLET - V-5724-1 PIPE 119 (1) 8" HDPE PiPE FL OUT: 342.25 FITTING 126 ST --" "► 347.8 RIM: 347.00 12' HDPE PIPE 8" x 8" TEE 8" HDPE PIPE FL OlI7 342.09 PIPE 15D $" HDPE PIPE ST ---__ Si --�. + a° D ' 1 5T -� y ST TOP OF GRATE 347.8 12?HDPE PIPE FL IN: 343.48 HDPE PIPE FL OUT: 343. 8 13.6 LF A 1.00% FITTING 128 _ 19.2 LF 0 0.50% a: -"-L. T ` P!P 1 %. • 12" x 8 TEE l�lL�! `9 sil�irm..��1� i� ._.`'1Fc`�'"'~` 4,�r12 ' HDPE PIPE !!1!►��a�`. +! �.�l4fta,.l,T'•;i C��:!t 11'. --....:.1.__`'�R`1Itr.`Is*236i�HtS"!ll�I��l�lL�!lllTtii�ll�I�t\tT►!% _ l��Rlll�t�tia..� 'e��r�� "LF 0 now��1■!A!!liillE�wZ1w'1T11 •.... t:lLl�l�i�t�l�l��r'a;�!L _ HOPE PIPE MU�I`�!�1T�Igrr�. _ �illl�li-.li►�l.� - _'''�� r.�ar!!L�► �I �! rIt11r.T�ru - - F 1�1.- .r.rr::- y_ - -"r•`a i}i'�l�llrl!`rr ..�."�'�a� ��1 ."a' su11 F� r- s.rr�r. I r.: PAVEMENT STRUCTURE PER PAVING PLAN - x �.• . #4 BARS 12" O.C.E.W. O.D. -F 6" MiN. f\ / /� SIDE WALLS " 6 TOP & - \ .; ; %ii: ./` BOTTOM SLAB `• ''t ' f COMPACTED CEMENT STABILIZED PIPE O.D. ;\/�� 1SPADEKBY - \ ONLY. LIFTS INTO (6" MIN) \\,\ : �'" �// PLACE TO FILL ALL VOIDS � -�� AROUND PIPE. MANUALLY j CONSOLIDATE AT OPTIMUM ,PIPE ` : j _ MOISTURE. I O.D. " t+ 6" SIDE WALLS THE TRENCH BOTTOM SHALL BE #4 BARS 6 O.C.E.W. GRADED SO AS TO PROVIDE UNIFORM TOP & BOTTOM SLAB AND CONTINUOUS SUPPORT FOR THE 12" MIN. PIPE BARREL BETWEEN BELL HOLES SEMONAA BEDDING AND TRENCH BACKM L FOR HDPE PIPE - STRUCTURAL AREAS GRATE INLET DETAIL N.T.S. N.T.S. 2 ARCHITECTURAL REVISIONS DLD 07/24/13 1 ARCHITECTURAL REVISIONS DLD 06/25/13 MART( REVISION BY DATE EAST JORDAN IRON WORKS, GRATE # V-•5724-1 _► A MIN. 2'6" SQUARE 28-DAY CONCRETE STRENGTH=4000 PSI PLAN Flow _ � -I- { O.D. •F 6- MIN. 3' SQUARE 28-DAY CONCRETE STRENGTH 3000 psi P� THE SEAL APPEARING ON THIS h. Itz. Enaineering,L:..L.jDOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON JULY 26, 2013. College station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAVWIN APPROVED. JOB NO. DATE KERR JPS DLD JPS 12-204 REV. JULY 2013 Q*Q4 TD�a I BARS SiDE WALLS G A MAIN LINE 3" MIN. EACH SIDE STD. CAST IRON •MANHOLE COVER AND FRAME 30' JUNCTION BOX DETAIL N.T.S. O.D. i• 6' MiN. ADS NYLOPLAST GRATE FRAME 6" TOP & W/ ADAPTER BOTTOM SLAB (T•YP-) L.w- -� � _ 6' SIDE WALLS �4 BARS a O.C.E.W. TOP & BOTTOM SLAB APARTMENTS r log TRENCH 1 DRAIN: 0 HOPE PIPE �1_ • ��J- � •��lllllt!!!!llL��1 NYLOPLAST ROUND DROP -IN GRATE, COLOR BLACK 12" DIAMETER UNLESS NOTED OTHERWISE PIPE & GRATE TO BE FLUSH W/ PROPOSED GRADE \,f � <\/ r<:� NOTE: ALL PIPING AND FITTINGS TO BE IN ACCORDANCE ��\/G�/�\f: f/;��/.�/•' WITH PLUMBING CODE NOTE: INLET SIZE IS NOTED IN THE PLAN VIEW NYLOPLAST DROP -IN GRATE LOTS 6--10, BLOCI� 2, TA USER ADDITION NORTIIGATE -- COLLEGE STATION, TX N.T.S. HDPE OR PVC 90, BEND PROPOSED ROOF DOWNSPOUT a PIPE LENGTH VARIES e 45' BEND 4" PIPE LENGTH VARIES 8' PIPE t 8' WYE 8''PIPE ROOF DOWNSPOUT CONNECTION DETAIL N.T,S. CONNECT TO EXISTING 24' STORM SEWER PIPE FIELD VERIFY SIZE AND ELEVATION (CONTRACTOR SHALL CONTACT ENGINEER WITH ANY DISCREPANCIES FOUND IN THE FIELD) 344 344 EXISTING STORM MANHOLE 340 340 PIPE 201 24" RCP PIPE 115.7 LF 0 0.65% . , . EXISTING 24" RCP PIPE 336 336 PIPE 202 s; 3 omm EXISTING 24" RCP PIPE 24" RCP PIPE 4.9 LF A 0,65% 332 332 Ln o � M n d � n5n z zo li i 328 �, r I 328 �; m.•- N rLd D �a F Uf N N" 324 324 --0+50 0+00 1 +00 PUBLIC STORM SEWER - PROFILE SCALE VERTICAL N/A HORIZONTAL 1:10 PLOTTING SCALE: 1:1 FILE NAME: 12-2044 AE--z0?0/1 ST T ST ST ST L ST T ST ST STI ST ST — ST — ST S ST ST — ST ST C9 f� N / ST — ST — ST ST ST — ST ST — ST — ST — ST — ST ST — ST — ST — ST ST — ST I N I t d¢. D..<.... a x Y g D x d a d J a d D tl a S-6 3-6 a.< d D-d--.s�gD E x 14I.1I\''t\\>C-1 I (;5I ~ !! N-- ST — ST ST ST ST — ST ST ST ST ST ST ST ST — ST ST ST ST AST —GRADE PLA NG BED N II I! `AREAS WITH ASI N II /JASMINE GROUND COVER ST — ST ST ST ST — ST ST ST — ST ST ST ST — ST ST ST ST AND ANNUAL PL NTINGS in ST II LST — ST ST ST ST ST — ST ST — ST — ST ST ST II � J ST — ST ST ST — ST ST IT ST — ST ST ST ST ST ST ST ST — ST — ST — ST — ST — ST ST&ST a s k x x D J a a s k a s k a a a as<YIIJaDaa¢k JY S taDad¢q aJtldY i• a aaEYdmq < a a J-t••'im: ;a �•2.fi i'%s..v. ::;j:'Yitr,i: rc:�:..s r-{,p:•.d,„?.X•:f';::,.u'.:;'r.,�.7..,e•.z!:c•:y`D.i''•idoi .': xad _.y II tlEadsxdx J r X.; a < ¢ a =r• C• •F II r a %F' 81::;sZ ==�r.z .rs-•;•'.`: 8"a .•? P�$.,t.;?cfix`u,'':,1:':�.,',.ZF�;.;:'w�,^%�' .•al.y<<„Y-,c: •+>�= _+` =f Jr�t::i-1�,.`.i6'",r.'r`•F'.'t4y,.d�}wr�+G.t�%C.Y.. olr•i.r4�f f�''�.p°?�f �i :fir .',>�::: i•"-s +'�'+�•%:�'�: -/_.: a . < m a m >r M••. 6.. �•-� arm }K /d. s•�:,r• Y f :i+ f'«- } i t`.:'`•i^.F.•r,•-C:t trS �.�' Y1rj.<v.',r�ry ^ . <_-r. sr�;;.;= J`r tl v,r,r's:.,r.. ter: e!I.,•._{ « =:.�.. : ..r./:ry's_sv`.. .c:R.+..� tN -'+ f 1f S r.L•" :( F.,c`=.V- L'r +.?4 f"`~. Jr':'> _ ¢ a a Y a tl aa D" ad aa E<WAX LEAF LIGUSTRUM GRASS SOD r...fOR EQUIVALENT SCREENINGxaasass1AREAS (TYP.)SHRUB xJ a \(Ji ' ',;rs:+ •-<F', / m?� � ? r>wr_7. `.s::;f�' ��6. E.z_.r •,r•��. Y,.: „.Iy:r:r+�:'r.2;✓,.-r': a. syr_E:�-+�`" • « a ...... ....... : t_- M", .Cw �.js. r s .. � t� S _ •- :. �,J yY r.� t a -,.�;,2Yit.-�x•st- °;:Ci =%;;Sr %/, i<1,;� ^ ry'• ,it:=.i•.1_9.� s ,�J4r j=' � � ro s.isr �;` i Pd ..... �a :••, 1 `j?=,..a {': • %GY, `C: " '� i t �'. R > r . , p,C,•T -%v � dt rY ," a.Et�_t'`%^ r'�+�.�-Y V• ,,. ` - < i 2r"�� .'<_-r:`.�..:°! � �,.�._ir...�.�:3'x,.w._^.>�k..'�';';'_'=r.n+,P-<�'Y ,.4r '+`'ti:::':<+?{,��•_; ,n d' ' 1e F-a T r # fi td --ELECTRICAL METER TO BE SCREENED FROM THE RIGHT OF WAY (SEE MEP PLAN FOR LOCATION) AT —GRADE PLANTING BED AREAS WITH ASIAN JASMINE GROUND COVER AND ANNUAL PLANTINGS 'r a�i'i .,�r4dst tP-•r•„4%^slr�eu?� r• i.Y •t'+,�� •;r: iif✓fir +�1� �yV ai..-� y . r > Nf' a' S a'1> D •rd X-d T an: %t D D'�' ' •D .'D •a D • ° p : •' D - a a D. , a D ? D D ,n , D •°' D ,'p.;�„,r�?>.`-'`fra';•%;ps�,.<•';;-y.._r'•%;e:'p';�•F s D D ��% �•' . ' •..rice . r• ... D D o < r. +a•r d D' e D D• d ..n 'D a ),'S�r, ::y :.l x4•Y`:�;,..Kr. tad, it`.-�.�>3i .. . 'D 6 ° D D D D a' �, •D .. d' ' D S.. , ;.; ).:.af � rz'' -* "`' •'„.f. r 5'T x acl; �a a s � �� J � x a a a etl Y x a n x a a k d a x a x g e k dN p a I �.f_•ir iw.rr rw„„d.,T'%f a yjq( ` I n.• +eS-,r�' i}�.i•: y'` '•e_.k� �S' r'v'.'.rr�'1r.:t a e m •t I .•• {• A d+ sr' 1 SIDEWALK BENCH TYP. EVERY 50' . S!•_ r 4• t%• :ss 9. r.ti ri ro r � t 2 Kr-, ;4<: • rr .w d a D y s D W� N in •� . wa: d .•t¢, fl i •f 4. ...st�f�•vt xg!h! a ^ a x a s x a s x a a • D, n q Y a x x e x a¢ Y a a—{ ,D ^ •r •,^ .:F• . }.�; :t l?",x ++ �>¢-:• • D } ::a. •: t l a > II ! xr1 � s.: t: •mot Y x a a4. 1.`?i''• ^'£'...+r t,n .> .'i—t=�.•r' �.r•.'. tt,, .a,-ra. r,r!'< ..'s .•3• i X''•t Y4s- .vi .4'v w D d D `• L- eY -' y +,•fin =;n.- n:vlk n d a l 4 ¢ •�-� ¢ a ( :.X r.vi. �'> t•�'./, �.0 r':'rIi':4� y t'dw,4: �•••�S'f., y ��y ,l '.+�,,s �Sj-•Y'y ��+' J.er 2Z.'"'''rw�..+- x ' n T• a .D 'P'..i . }� � ;� S si«• :;.,i':; a:.r r1 f �„�'"t., • r} .r� �r � a s D a�d a--a..,tia a s +.�.! .' 'y- .f'{,,, y'f'.iC 1.•, x t+ JT' s__ X•• „..td.;.- xe, s:i r>;•:,";?1�•• ii; r= c ;�-s..; „r g.o £� ').y xl _'rT•+�Y �: < � f. �dy.' S > i+.4• !f„? j•4-:y`" c . .a _•.+-C ._ •n`t'L+il.>tae Y..,Y: �.,l'd ll•N=,'f:-.N>�,t nn jz a.✓,'Cr_.�-` .r, :.r:e•Y•.-`iw.:.i-+'' s. •%zu ..t v:.•lY �`•..J,•.:., l.,�v..b%d•• •xr-;.?:t: .il':/—_%rz i' n .S.. f'�-.e...i{t. r., _ Y i... )y r 'ia..•ioa ° h „;J: x .a7.t •^ ^ .t .grr r t, ,r+.r.;:•<. N•B D J yaJ• •�r �a.•r,4.rh�.,w✓,nut;j.;.> x-<:a:e{2•c>�r.-...`�:+�:;r.�e•f�..7•..• .-•1 • a D' 9 .D D D a x J Slx •y .a- a .' •'a i�v'••r.e:.d�.. rr.,'r;�•ii•x••i�tDvfr: r7 D. D p. a �k ! a� xSa- _ D ,• .p a D 11 • J • .a ST ... a s p• p • D a ' p d � D ;• a np. . D N ' •a n D Cn TYP. EVERY 25 TREE GRATE (SEE NOTE 3) 1 WNW Igo �, ��► • '� MEMO01�•.r IRRIGATION MET- ,. - t- —=—�■wlwtw�t/!♦► \Vp—_----��J�.�.�r�rrr�,wrwwww.w�w�.•Ir>♦r>♦rltr��iLilC'."yR��lrllllli�■�'."—� � I�'�'I - 'r,�.`illt"•. ..� I t - t - • ��1�� ,rrl►art:rrll��i>�D� jJir—iF�7�..ii�c�"r�.1(n!�/I�/!+lid.�T-it'�iV��I�il♦�r�:/!!'�9�1"i ra.�""'r�1lA, t 1��=�� rr.-..atl)•�S�![i1iO�1��I/��i•i•��riitrI1riTiili it��- -'�"� �'�� t - .e - �-��rl -► [t�>,r.r>.r,E��'�,►�\�11i•/%'�c-' .r .r �.._`-a..._•____ ` �i - / '•-.+ -- �u i �!1R411r�17��I��ri�!'�irit.i��!��l�l�»�#►R;. _ _ ww��rlsi■�rr...��,�� 1p 1.I�i�>�iril.�/ti:.:.♦i.1I1lnl�r�!5��■��1 �/��/! iilTri ili..�. «. c��S'r4'L�ll�It►q �� T�d� ��iiC1T`i�L�II�Giri.^! rlll�l�a. �. "'�w�1 'ta 11 ,ti• yfi, _... w. wsm wow - rl•1 i _ � ��Cil{i►■Trr'Z��'!-4�.�/��:/w'!L�1��11►111lrilw�ll%/��/I��\I%jFI��L#��li GiTr��tl�/�►J.:.�'.�_/_t'��'-��r��•n.....�"`rww>•I�'i�J►�� Si a �' - �- ��•�"'�it+r•►w.w�l♦r�rr�� Ill►��'!' 1 .•wt•a«a,"�w�t •!..a ��.wr,.r...._.-. �� .��... ��1j�,�'.,r�.�•.�ii.... � �Ilr•r� a � �, .� .-'!1:1l��r,rl�:a•r�•�Ir•ti:�.....: _'-ter ••, -'-, �1.�1�1.1•�I��il+,i■rr"'i'.b`Jtl►IiO�_ . � i�r�l►�\I►// Lrc a.-• �-Fwr-�" � .... � �..•....� "-.._� n)♦i!>��1��,r�i��►�IE)��.� �'•� ��1�I.1 � .�•�E.-.»-.,w�1\'�1..�'Ir =��fIA,,,l�i�Al/�� `a" �lT+«+v`R.R�T. ii1 �'_•:' '.-`_._,r...._.... ' -� ""�'.wwww■ii�l�►rrl/��/�1`=i�� .".n'�.'.li.Tiil�l•P.1�1�11►�/.•�i/�i�i�r��/u.ui..?/r��l�'/)�i �• w:It;�..c��l�� >,••i,_,,. �1��>at� 1�5inir>�t ..��llltl�i..�`��r:.:-z-1►� �� 1 "`�,.......�i ��r �=�:1/Gr:.►��+ + �11�:ii",��M.�fil►��ni�A��_II� •�'�iirllt,=.'..�P.a71��'lii�� !!"�...'�"""■V�t�yr�'r?7��Iwwlw:....._'Z''.��^''Si.�L� ��' � >•�'� �I�� hY�lilns�T!'..+--_ Ir►� !�[�l1 ��.,,, ._" __ 1�.`;.'��/r��. t- .'�IN .r� �rrw��i�".�S ��/► ��% %�� fir.'i.'"��wCi►�\�trij )t/ -._•_..,, , . - _ �•►i:1� �=""Irrr��)��iri]�i7�rl•rl•l•ri � �...r":�,�"�i-"'—�C1IL"'."'�lCii�1�/�IR�'!%ii •.i.�.-•�� .....��.,.•i..:�`r"�L!w!C.aa►�= ""'w►�P�1�1•��1 �E �riYr1A17r1.L•`l� mil!! i �.r� • �E < •��h'�.• ..n wlElMSri�t"a. r"'..�? �,►Gid.. R'irll��Ii1•i'ilf.�iLi •c LIE 9► tit �l � PLANTS WITHIN EACH DESIGNATED AREA. GUY WIRE THROUGH GARDEN HOSE (TYP) 8' Water Une Manual Control Valve Y � TREE IN SOD AREA, SEE �� 11111 IIIIII/ 11101/fv tLANDSCAPE PLANS FOR LOCATIONS GROUNDCOVER PLANT MATERIAL, (TYP) EVENLY 2 MAINTAIN EDGE AND SEPARATION SEPARATION 1.5" Water Line (See Plans) Double Check TOP OF ROOT BALL SHALL BE 3' HIGHER DISTANCES BETWEEN PLANT TYPES. 3 2--T- THAN FINAL GRADE Valve Assembly POSTS- BARE SOIL AREA (TYP)-NO TURF HERE TEXTILE WEED BARRIER FABRIC 6" Curb Control Valve T WAX LEAF LIGUSTRUM OR EQUIVALENT SHRUB •raw w w ,f is �„�� -� :-�- 9-�-.-. • 11 low Ir N��RN ONINW ':✓.'1 . '/.Gp;� Q .,/t ./•. • � • • • / ..-_�i. d—'1 / ,n /'_�diI/Ilor'Ir '�--�-i � r•��© ��,��+I•/:\\: �': a ,. • • � l . .//.O� \I�^O. Q =i►-u=11-11=� 0i a ..11•—u-11-11 �-• �c'%�1l=/.` ✓-%ur 'r>1e/j= .^. 1t1'_/jII /��/{/,a„, al ��/j��.'�• • � - ®",�mo�i ►or� � ��11 •///Q\•I/`%� ,,� 1► >.i�� I �I= ► � T,�I-ii-�l-�i-1) 11 :Ii-�l-�t-.�1- 1.-, IL�� II 11.��.11.�� II 1_ _ • • • ► - �_�� L�.� �� j�!/!/!/!/ ��1 : • ,j�: p!i\�•�,� ��//� j��///�i��;i\\li�i\�!// ✓/////y��=/�.,.��\��\//�ri✓/✓ T11-11- �� 11=11-11-IL..II-11=�11=11=11=11� _ ..-•II-II-II • _ � 11.1111.11.�� 1111.1111-1 - • .� , , - '--1 -�- �I-- �� I//llll(I:Illl \\%\�,\�/�,\�j�/'\\/�,.�\� \. _Ii=llcll=�1_�Icll _Ilcll_I�- , ► - r- - -. • 1 ► .' . • � 2 ARCHITECTURAL REVISIONS DLD 05/25/13 1 CITY COMMENT REVISION DLD 05/15/13 MARK REVISION BY DATE Schultz. Engineenng, LLC 2730 , Lon mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 REV. JULY 2013 S-6 - i 3 . Y 4 if" f Qlt 1t -==---S-6 S-6 S-6 - - S,T — j� — ST —UPT --ST --TE ST ST - LEGEND a a d II 4 PLANTING BED AREA .II`JJJ.xxa.<:.J GRASS SOD aJYxx;„;;ggJaJ rrrrrrr, NOR THGA TE PROPER APARTMENTS LOTS 6-10, BLOCK 2, TAUBER ADDITION NORTHGATE - COLLEGE STATION, TX MIN. 20' SPACING TREE W/GRATE SIDEWALK BENCH SCREENING SHRUB LA ND S CA PE PLA N k: 10 5 0 10 SCALE IN FEET LANDSCAPING NOTES: 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER A REDUC ED PRESSURE PRINCIPLE BACK FLOW VI � OE CE OR A DOUBLE-CHECK BACK FLOW DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. 3. STREET TREES SHALL BE SELECTED FROM THE FOLLOWING: LIVE OAK, CEDAR ELM, DRAKE ELM, EASTERN RED CEDAR, SHUMARD OAK, OR BALD CYPRESS. AT —GRADE PLANTING BED AREAS WITH ASIAN JASMINE GROUND COVER AND ANNUAL PLANTINGS SCALE VERTICAL N/A HORIZONTAL 1:20 PLOTTING SCALE: 1:1 FILE NAME: 12-204 GRATE OPENING SPECIFY MIN. CLEARANCE OF TRUNK -TREE GRATE .POURED —IN —PLACE CONCRETE DRAINAGE PIPE TIED TO STORM SEWER ;EPARED SUBGRADE L� �n JULIETTE BALCONY �z �u 4 N 5ECT ION 1/411 = 11.011 9 1 1 � I Lq I ! PATIO 5EC:T ION 1/4" = 1'-0" NOT : HANDRAIL ONLY EXTENDS 8" BEYOND BOTTOM TREAD SO AS TO NOT INFRINGE ON PUBLIC SIDEWALK IM 1'-2" CLEAR MINIMUM FOR SIDE ACCESS PATIO r,,.777777. 5ECT ION 1/4" = 1'-O" a Il 1 C( V Y = 1 -V �ZNEWLee.. I'-2" CLEAR MINIMUM FOR SIDE ACCESS EDGE OF SIDEWALK: PATIO MAY SLOPE TOWARD BLDG. HERE AT 1:50 Lu SECT ION 1/4" = 1'-0" i I1/ T - 1 -V JULIETTE BALCONY 5ECT ION 1/4" = 1'-011 STEP AND HANDRAIL NOTES: RISERS ARE NOT TO BE GREATER THAN 7" NOR LESS THAN 4" HIGH. SLOPES AT LANDINGS / SIDEWALKS ARE TO BE SLOPED AT 1:50 OR LESS. HANDRAILS ARE NOT TO INFRINGE ON THE PUBLIC SIDEWALK. HANDRAILS ARE TO BE BRUSHED ALUMINUM 1 1/2" TUBING. EDGE OF SIDEWALK: PATIO MAY SLOPE TOWARD BLDG. HERE AT 1:50 211mm (cn f_ 5ECT ION 1/411 = 11-011 i APARTMENT UNIT DATA: UNIT DESCRIPTION AREA NUMBER OF UNITS TOTAL SQ. FOOTAGE NUMBER OF BEDS IA 1 BDRM/ 1 BATH 654 SQ. FT. 2 1,308 60. FT. 2 IB iBa 1 BDRM/ L5 BATH 1 BDRM/ L5 BATH 195 SQ. FT. --.-.._-.---......_..._.. 188 SQ. FT. 4 _ ..---..._._...--._.__...-- 3 3,180 SQ. FT. 2,364 60. FT. 4 3 IC Ica 1D i BDRM/ L5 BATH 1 BDRM/ L5 BATH ....-.--.-.---------._.—_...------.____..__--- 1 BDRM/ 1.5 BATH 815 SQ. FT. 801 SQ. FT. _ _--- ._....__ 138 60. FT. 10 _ 3 1 8,150 60. FT. 2,421 60. FT. — __..._._ ___ 5,166 $0. FT. 10 3 _ ___.__...__...._....._. 1 0-6 1 BDRM/ 1.5 BATH/ STUDY 1,035 60. FT. 1 1,035 60. FT. I IE 2A 1 BDRM/ L5 BATH 2 BDRM/ 2.5 BATH 814 SQ. FT. 1,0133 60. FT. 2 I 1,628 60. FT. IM3 60. FT. 2 2 TOTAL I 11 33 26,345 60. FT. 34 HANDICAPPED ACCESSIBLE UNITS PROVIDED (2%) 2 AVERAGE SQUARE FOOTAGE PER APARTMENT 1158 SQ. FT. TOTAL NET AREA 26,345 SQ. FT. BALCONIES 618 60. FT. BREEZEWAYS / PUBLIC USE AREA / SPRINKLER CLOSET 2,584 60. FT. STAIRS 512 60. FT. TOTAL GROSS AREA 30,315 60. FT. PARKING: REQUIRED TYPE OF UNIT REQUIRED SPACES NO. OF UNITS TOTAL REQUIRED SPACES I BEDROOM UNITS 1 PER UNIT 32 32 SPACES 2 BEDROOM UNITS 2 PER UNIT 1 2 SPACES TOTAL SPACES REQUIRED 34 SPACES ACCESSIBLE SPACES REQUIRED 2 SPACES PROVIDED OPEN PARKING SPACES 34 SPACES _ ACCESSIBLE SPACES PROVIDED 2 SPACES TOTAL SPACES PROVIDED 36 SPACES Copyright m 2012 TED TROUT ARCHITECT AND ASSOCIATES, LTD. dm ' and specifications as isstrnments of service and remain the grope of the Architect They are not to be used on other projects or extensions to this project except by agreement in wri ' and with appropriate compensation Eo the Architect. 07.26.2013 CLIENT: NORTHGATE PROPER APARTMENTS TAUBER ROAD COLLEGE STATION, TEXAS ISSUE 05.213.2013 ISSUE FOR PERMIT 06.26.2013 CITY COMMENTS 01.26.2013 CITY COMMENTS 2 ( 151�'Eo11PLAN NOTE. PLAN OF DOU$LE TRASH ENCLOSURE PEDESTRIAN ACCESS TO TRASH ENCLOSURE SCALE V4' . P-0' MAY ALTERNATELY BE FROM THE FRONT c_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - C - - - - - - - - - - - - - - - - - - - - 1 ` I DROP BOLTS - DRILL HOLES IN CONCRETE 2 I FRONT ELEVATION OF TRASH ENCLOSURE SCALE V4' , P-0' C� 1" THICK CONCRETE SLAB: No. 4 REBAR AT 12" O.C. EACH WAY LOCATED 1 1/2" BELOW TOP OF SLAB. SLOPE SLAB TO PARKING LOT AND PROVIDE A LIGHT BROOM FINISH II'XII' CONTAINER ( VERIFY WITH CITY) - DUMPSTER NOT IN CONTRACT. b" HIGH CONC. CURB (TYP.) (o'-O"h ENCLOSURE FENCE SEE DTLS. 1 4 3/THIS SHT. ACCESSIBLE RAMP TO SIDDEWALK SEE DTLS. 9 4 10/THIS SHT. )OUBLE GATES AT V-3" EA. IED CONCRETE SLAB EXTENDED INTO DRIVE >" FROM GATES 1 1/2" STEEL TUBE TOP RAIL 2" STEEL TUBE POSTS AT 8'-0" O.C. MAX. 8'-0" LONG WITH 24" EMBEDDED IN PIER. CAPPED AT TOP 3/4"x3/4" PICKETS AT 4 1/2" O.C. (MAX.) 1 1/2" STEEL TUBE BOTTOM RAIL 12"dia. CONC. FOOTING SEE STRUCTURAL FENCE TO BE PAINTED ELEVATION/SECTION OF W.I. TYPE STEEL FENCE SCALE V4' ■ P-0' 3'-O"w SELF -CLOSING AND SELF -LATCHING GATE OPERATED BY CARD ACCESS METAL SCREEN BEHIND GATE AND TO A MIN. OF T-b" ADJACENT TO THE OPENING SIDE ACCESSIBLE CARD ACCESS LOCKSET ON EXTERIOR WITH PASSAGE LEVER ON INTERIOR SIDE OF GATE b'-O" FENCE - SEE DTL. 1/THIS SHT. FENCE TO BE PAINTED ELEVATION/SECTION OF W.I. TYPE STEEL FENCE GATE SCALE 1/4' • P-0' GUARDRAIL TO BE PAINTED 1 1/2" INTERMEDIATE STEEL TUBE POSTS AT b'-O" O.C. MAX. 1/2"xi/2" PICKETS AT 4" O.C. MAX. 1 1/2" STEEL TUBE TOP RAIL ANGLES WELDED TO TOP AND BOTTOM RAILS AND BOLTED TO WALLS WITH LAG BOLTS (EA. END) 1 1/2" STEEL TUBE BOTTOM RAIL ELEVATION OF W.I. TYPE STEEL BALCONY GUARDRAIL SCALE V4' . P-0' 3 GALV. STEEL POST CAP ixb STAINED CEDAR SLATS - 6'-O"h 2 3/8"dia. 18 GA. GALV. STEEL PIPE POSTS AT 6'-0" O.C. - 8'-0" LONG WITH 24" ENCLOSED IN PIER GALV. 3/8" STEEL "C" CLAMP BRACKETS ATTACHED AROUND POSTS TO HORIZONTAL. RAILS WITH COUNTER SUNK GALV. BOLTS, LOCK WASHERS, AND NUTS (TOP AND BOTTOM) 2x4 CONT. RAIL - PRESSURE TREATED WOOD (TYP. AT TOP, MID AREA, AND BOTTOM) CEDAR SLATS ATTACHED TO HORIZONTAL RAILS WITH GALV. NAILS FOOTING TO BE EXPOSED ABOVE GROUND WITH ,"+/- SLOPED EDGE PAD AND CURB AT DUMPSTER LOCATIONS 12"dia. CONC. FOOTING SEE STRUCTURAL SECTION AT TRASH ENCLOSURE FENCE SCALE 3/4' ■ 1'-0' PAINTED b"dia. S' FILLED WITH CON DUMPSTER PAD 18"dia. CONC. FOC SEE STRUCTURAL 5OLLARD SECTION DETAIL SCALE 3/4' . P-0' 4% PAINT STRIPING (TYP.) 4% DIAGONAL PAINT STRIPING 9 4'-0" O.C. HANDICAPPED PARKING SIGN (TYP.) SEE DTL. 1/AO.4a 6" h CURB SIDEWALK SIDEWALK EXPANSION JOINT 4 1/2"t CONCRETE RAMP WITH bxb WI.4xWI.4 W.W.F. CONCRETE PAVEMENT (2) I'-8" LONG No. 4 DOWELS AT EA. END OF RAMP (AT TOP —�v 4 BOTTOM OF RAMP) a a a. a a 10" 10" 10" 10" 1'-8" i'-8" RAMP TO HAVE 9 SECTION THROUGH ACCES515LE RAMP BROOM FINISH FOR SCALE 1 1/2" . P-0' SLIP RESISTANT SURFACE. PAINT TO MATCH STRIPING NOTE: HANDICAPPED PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS. III SEE CIVIL FOR CURB CUT DETAILS 10 I SECTION DETAIL AT CURS SCALE I V2" P-0' I I I i I I I i I I I I I I I i ,I N J +I I I I I I 1 1 >in I u l f- r'VZ -- ----- J o ^u A 2 1/2" C . TO EDGE: O STEP il" 11" TYP.) 2" 4'-1" 5'-1 1/2" PLAN AT STEPS FOR STAIR 1 SCALE V4' ■ P-0' `' • • W. - 1 - 1 - r C 4'-0" 18'-0" Of PLAN AT ACCE5515LE PARKING SCALE V8' ■ P-0' o STANDARD PARKING SPACE NORTH ELEVATION STAIR 1 2\j EAST ELEVATION A.D.A. THRESHOLD WITH FLASHING DAM - SEE DTL. 3/Al2.3b (SIM.) STONE FACING - DEPTH VARIES THEREFORE WE CALL FOR 2 1/2" FROM EDGE OF STONE LEDGE - 1 1/2" MIN. CLEAR BETWEEN FACE OF STONE AND HANDRAIL 1 1/2" DIA. STEEL TUBE HANDRAIL ON EACH SIDE 42"h GUARDRAIL WELDED TO EMBEDS IN OUTSIDE FACE OF CONC. STEPS - 1 1/2" $0. POSTS TO EXTEND 8" BELOW FIN. LEVEL WELDED TO 2 EMBEDS (T 4 B) EACH STEP LANDING AT ENTRY TO BE SAME ELEVATION AS STAIR FLOOR AND TO SLOPE AWAY FROM BUILDING AND TOP RISER AT A 2% SLOPE CHECK CIVIL DRAWINGS FOR SIDEWALK LANDING ELEVATION ALL RISERS ARE THE SAME HEIGHT WITH MAX. HEIGHT OF 1" SEE DTL. 1/THIS SHT. FOR TYPICAL GUARDRAIL CONSTRUCTION WEST ELEVATION 12 I ELEVATIONS OF STEPS FOR STAIR 1 SCALE V4' ■ P-0' AIR I Copyright@ 2012 TED TROUT ARCHITECT AND A330CUTEl4, LTD. draw' and specifications as instramente of service and sLell remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in wri ' end with appropriate compensation fo the Architect 07.26.2013 CLIENT: PROJECT NAME • r r � • r r ♦` PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS DATE ISSUE 05.2S.2013 ISSUE FOR PERMIT 06.26.2013 CITY COMMENTS 01.26.2013 CITY COMMENTS 2 2 2 1'-4 3/8" I� N N 1/8" STUCCO SYSTEM (Ti c �1 N 2/ 28'-4" 102 NATURAL STONE ON 5 1/2" STONE LEDGE (TYR.) I 101 4V I1/4" ib'-1" 114" I6'-1" 11/,4" 16'-T 164'-6" 10'-0" „ i o UNIT 1 UNIT IA -NC �N = M -- I In nl In nl I In nl I — ------ -- s /I1:::::::•::::al. •, f • • 1. J{} F i;. �� ......: ::rtr....••w:ar::xv::..... I I 'Ir ! ::.,i�r yl:: • • to •• .............. .......... ..::::::::::. :,ir="€� a a:•m::::::::: r � 1,, 3 Q p �I p 9 '1 iC i•C i0 € s i. �I E 1, f - 11L. - R1 UNIT UNIT 10-11 Nit, vs-Ist —1c)-lat ��r �Fs �►�9( I i ( r t s € —I• �,I - • I - I I ilk/dam LIVING ROOM ��I UNIT 1 -1st L BEDROOM E 103 104 511/2� 1 16'-9" 1 r'UNIT 5i�.i��ii ��wnl IIMw. j car-•• ii��i • 1��1i •. [i • 9�� 113911 I6'-9" 11/,4" I6'-i° i i/�,4" ib'-1" 1 1/4" 16'-111 1 1/4" 16'-1 1/4" UP 1 116 1 c3 (LIVING ROOM STUCCO PILASTER `u � UN It 1 -lat - 4 WARDIEPANEL Al SIDING (TYPJ 'u L_ 00 N EAI In nl In nl In ni in nl in nl — — _ — _ — — _ _ _ _ _ _ --- n —I I t- .OSET O 01 - Q --- -- sT,41R 2 _ I— --J _ — — UNIT ID-ist UNIT iD-1st = UNIT 1D-1st UNIT ID -1st = i/4" BTWN. a� r UNIT 2A-1st __ _ FRAMING — LLIVING ROOM _ LIVING ROOM — LIVING ROOM LIVING ROOM _ t C.M.U. 6' LIVING ROOM — --- to •' � • . \ v:::as:: ni _ _ _. I::::::::�r•.Uw r�a-- L NATURAL STONE :T,;Ew6,4LK UP FROM (TYPJ SEE DETAILS ON N SWEET AO.0 0 d O d 114" I6'-7° 114" 16'-1" 114" 16'-1" 114" ib'-7" 114" ib'-7" 11.4" 16'-9° 2211 3/4" 2411 1/8" 1/e!! - 4V 1" 1 14" 5 1/2" 1 1/8" b'-4 3/8" 5UILI)ING I=LAN-. C3ROUND FLOOR 1 P = 10'-0" 2 1"-10'-0" A11.1 STUCCO PILASTER M r ci , Y�3C ��IC Lk SANE? AS50CIATES; LTC, ` ' S ' Imp D Copyright@ 2012 TED TROUT ARCAIT&(,9.' AND AMCIA M LTD. drawings and specifications as Wrommts of servke and Aan remain the property of the Architect They are not to be used on other projects or extensions to this tzo*t except by agreement in eri and mth appropriate compenaation fo the Architect. 07.26.2013 CLIENT: I R NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS DATE ISSUE —_- 05.29.2013 ISSUE FOR PERMIT 06.26.2013 CITY COMMENTS 01.26.2013 CITY COMMENTS 2 7 y DATE y 1 r SCALE ; l s' 3 Sk 4 2 I NORTH ELEVATION - CHERRY STREET 1" = 10'-O" T.O. SLAB STUCC( SQUAR 3" a AN (TYP.) 1/8" 61 (TYP.) STONE NATUR, 3 15OUTH ELEVATION I" = 10'-0" FRONT (WEST) ELEVATION - TAL15ER ROAD i" = 10'-O" WARDIEPANEL SIDING (TYP.) STUCCO PILASTER SEE SLDG. PLANS REAR (EA5T) ELEVATION 1" = 10'-0" TALK )NT OF )N CUT Copyright @ 2012 TED TROUT ARCHITECT AND ASSOCIATES, LTD. dra ''n� and specifications ea instruments of service and shall remmn the property of the Architect. They are not to be used on other projecte or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. 0716.2013 CLIENT: PROJECT NAME NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS � 11�11 DATE ISSUE _ 0523.2013 ISSUE FOR PERMIT 06.26.2013 CITY COMMENTS A01.26.2013 CITY COMMENTS 2 TENANT ONLY ACCESS AWNING ABOVE (TYP.) - f - - -1 In nl F_ - - __l In nl F I I I FIRST FLOOR - ENLARGED PLAN AREA 11511 3/16" = 1'-0" DOWNSPOUT LOCATION CONNECTING TO STORM SEWER (TYP.) I - STUCCO FINISH (TYP.) - NATURAL STONE (TYP.) 2 FIRST FLOOR - ENLARGED PLAN AREA "All 3/16" 2 1'-0" F_ - - -7 In nl FLOOR ABOVE (TYP.) VVWI\V) WWI j-V%IP'IIIVI\ ww"I{I-V111{V TO STORM SEWER (TYP.) n ENTRY F_ ___l In nI -AWNING ABOVE (TYP.) AWNING'. ABOVE (TYP.) F_ -- In nl Em ROOF ABOVE (TYP.) I I I ( 1 BEDROOM II I I I I I REAR ENTRY AWNING ABOVE ' I TO BREEZEWAY - � (TYP.) In nI I r � (TT F'.) F_ - - -I I I I I r I (n nl I In KEG' PLAN FINISH FLOOR ELEVATION - FIRST FLOOR: EL. 0'-0" COLUMN SUPPORTING BREEZEWAY ABOVE AT 3RD FLOOR NATURAL STONE FINISH (TYP.) - 1 I I FIRST FLOOR - ENLARGED PLAN AREA IIC II 3/16" = 1'-0" Copyright m 2012 TED TROUT ARCIDTECP AND ASSOCIATES, LTD. dra ''ngs ead specifications as instraments of service and shell remain the property of the Architect They are not to be used on other projects or e=temnons to this project except by agreement in writing and with appropriate compensation to the Architect 07.26.2013 CLIENT: PROJECTHARDIEPANEL FINISH I ..NORTHGATE STUCCO PROJECT LOCATION: -- FINISH TAUBER ROAD PILASTER COLLEGE STATION, TEXAS --- C.M.U. FACED WITH NATURAL STONE (TYP. AT STAIRS) STA IR 2 STUCCO FINISH (TYP.) DATE ISSUE 05.213.2013 ISSUE FOR PERMIT 06.26.2013 CITY COMMENTS A01.26.2013 CITY COMMENTS 2 3'-8" STRINGER 8" 3'-8" RINGER a ,c I I II I 5t o I EL. 0-3/4' LZ I -� BREEZEWAY 4'-0 1/2" 2'-0" ENTRY OPENING 2'-0" STAIR 1: FIRST FLOOR PLAN 3/8" = 1'-0" 8'-0 1/2" -1/4" CLEAR J a� a �c1 0 1/4" CLEAR.-,,,3'-8" STRINGER 8" 3'-8" STRINGER 1/4" CLEAR - 01,E, >r d o SIDEWALK 0 n ,B ,B STAIR 2: FIRST FLOOR PLAN �t a uuli = K L \ Oi K Q C K 6 4'-0 1/2" 2'-0" OPNG. W/ GUARDRAIL 2'-0" 2 I STAIR 1: SECOND FLOOR PLAN c 14 STAIR 2: SECOND FLOOR PLAN W 4'-0 1/2" 2'-0" 1.OPNG, W/ GUARDRAIL 2'-0" a ,c (II) N DOWN ��a x I ,C BREEZEWAY 4'-0 1/2" 2'-0" ENTRY OPENING 2'-0" 3 I Ss ,�1I 1: THIRD FLOOR PLAN cc ROOF ACCESS ABOVE AND LADDER CL_ I eIlk i STAIR 2: THIRD FLOOR PLAN 3/8" = 1'-0" ,i' m ih N ROOF ACCESS HATCH ABOVE AND LADDER RE: 1/Al2.6 ®1�1 ( I ( C.M.U. WALL TO TOP OF PARAPET WALL I I ( I I I I I C.M.U. WALL TO BOTTOM OF ROOF —� II 3a STAIR 1: ROOF PLAN 3/8" = 1'-O" �a STAIR 2: ROOF PLAN 3/8" =, 1'-0" Copyright m 2012 TED TROUT ARCHITECT AND ASSOCIATE84, LTD. drawings and specifications as instruments of service and almn remain the groperty of the Architect. They are not to be used on O%r projects or extensions to this project eace]t by agreement in writing and with appropriate compensation to the Architect 0726.2013 CLIENT: PROJECT NORTHGATE PROPER APARTMENTS PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS DATE ISSUE 05.2S.2013 ISSUE FOR PERMIT 06.26.2013 CITY COMMENTS \2 01.26.2013 CITY COMMENTS 2 LOCATION OF HANDRAIL WHEN SHOWN ON FLOOR PLAN RAILING TO BE WELDED TO STRINGER AND BOLTED TO OPPOSITE WALL ALUM. TEE BAR CONT. PAINTED WOOD TRIM CONT. STL. ANGLE ATTACHED TO BEAM TO SUPPORT LANDING EDGE J-TRIM STRUCTURAL BEAM - LANDING EDGE DETAIL 1 1/2" = 1'-0" BREAK META RISER (TYP.J STRUCTURAL CLOSURE ANGLE AT END OF LANDING --- CONT. SEALANT BETWEEN CLOSURE ANGLE AND METAL FLASHING AND AT ATTACHMENT OF FLASHING TO STONE SILL CONT. 1/4" x 1/4" GROOVE CUT INTO SILL TO HOLD FLASHING GALV. METAL FLASHING ATTACHED TO C.M.U. WALL AND STONE SILL 5TA IR t0 LANDING DETAIL - TOF 1 1/2" = 1'-0" 42" HIGH GUARDRAIL 1/2" PICKETS AT 4" O.C. 34" HIGH HANDRAIL RADIUSED CORNERS AT HANDRAIL (TYP.) BREAK METAL RISER ATTACHED TO STRINGER AND TREAD AT ALL STEPS (TYP.) 'CLIP ANGLE WELDED TO STRINGERS AND IMBED IN CONC. LANDING AT LANDINGS (TYP.) 5/8" TYPE "C" GYP. BD. CEILING ON RC -I FURRING CHANNELS AT 16" O.C. 8" G.M.U. WALL WITH CONT. SEALANT ON OUTSIDE FACE WITH NATURAL STONE ON A 5 1/2" STONE SILL (TYP. AT STAIRS) SILL SECT ION DETAIL 5TA IR TO LANDING DETAIL - 50TTOM 1 1/2" = 1'-0" BREAK METAL RISER ATTACHED TO STRINGER AND TREAD AT ALL RISERS (TYP.) ALUM. TEE BAR CONT. PAINTED WOOD TRIM CONT. STL. ANGLE WELDED TO STRINGERS AND BOLTED TO BEAM STRUCTURAL BEAM STANDING SEAM AWNING (TYP.) -\ k, p r y SAND, A,SSU'lC T S ` LTD t ti Copyright m 2012 TED TROUT ARCfIlT2(.'P AND AMOC= LTD. dra ' and specifications as istroments of service and remain the pmper�y of the Architect. They are not to be used on otYier projects or extensions to this project except by agreement in writing and with appropriate compensation to the Architect. CLIENT: PROJECT NAME PROJECT LOCATION: TAUBER ROAD COLLEGE STATION, TEXAS DATE ISSUE _ 05.2%2013 ISSUE FOR PERMIT 06.26.2013 CITY COMMENTS 01-26.2013 CITY COMMENTS 2 5TA IR DETAIL AT 50TTOM 1 1/2" = 1'-0" CR055 SECS' ION AT 6TA IR5 (TYR) i" = 1'-a' SECS' ION AT 6TA IR 1 (FAIR 2 51M. 4 Opp.) 1/2" -- 1'-0" FOUNDATION NOTES: 1.) REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. VERIFY ALL DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 2.) THERE WILL BE NO PLUMBING LINES RUNNING PARALLEL TO AND WITHIN OR UNDER ANY FOUNDATION BEAM. PLUMBING MAY CROSS A FOUNDATION BEAM OR RUN PARALLEL TO A FOUNDATION BEAM AT 5'-0" (MIN.) FROM CENTERLINE OF THE BEAM. 3.) ALL BUILDING EXTERIOR & LOAD BEARING WALL SOLE PLATES SHALL BE ANCHORED TO THE CONCRETE FOUNDATION WITH 1/2"0 X 10" ANCHOR BOLTS (7" EMBEDMENT) AT 48" O.C. (U.N.O.). FASTENERS FOR PRESERVATIVE -TREATED WOOD SHALL BE AS FOLLOWS: A.) UNCOATED IF TREATED WITH SBX/DOT & ZINC BORATE; B.) GALVANIZED (ASTM A153) IF TREATED WITH ACQ-C, ACQ-D (CARBONATE), CA-B & CB -A; WITH OR WITHOUT AMMONIA. C.) STAINLESS STEEL (TYPE 303,304,305 OR 316) IF WOODS HAVE ACTUAL RETENTION LEVELS GREATER THAN 0.40 PSF FOR ACQ, 0.41 PSF FOR CBA-A 0.21 PSF FOR CA-B (GROUND CONTACT LEVEL). OR ACZA. 4.) SIMPSON MASA ANCHORS @ 24" O.C. MAY BE USED TO REPLACE 1/2" 0 ANCHOR BOLTS AT THE BUILDING EXTERIOR WALL SOLE PLATES. MASA ANCHORS CAN NOT BE USED TO REPLACE SHEAR WALL ANCHOR BOLTS. 5.) CROSS HATCHED AREAS INDICATE TO WARP CONCRETE SO THAT CONC. IS FLUSH AT ENTRY DOORS. (TYP.) RE: ARCH. FOR SLOPE REQUIREMENTS. 6.) B - DENOTES BEAM CABLE S - DENOTES SLAB CABLE NOTE: SEE TYPICAL DRAPED BEAM TENDON DETAIL. 7.) SEE BRACING PLAN & X/S7.01 FOR SHEAR WALL HOLDOWN ANCHORAGE FOR CTDS SYSTEM. 8.) DIMENSIONS ARE FROM EDGE OF SLAB TO CENTER LINE OF COLUMNS. EMBEDDED PLATES MAY NOT BE CENTERED UNDER COLUMNS. "A'- INDICATES TYPE OF PLATE. SEE BASE PLATE/ EMBEDDED PLATE PLACEMENT - 248' -0 7/8" PLAN FOR LOCATION OF ANCHOR BOLTS AND/OR EMBEDDED PLATES. THESE PLATES MAY NOT BE CENTERED UNDER COLUMNS. DETAILS ARE 10' - 8" 57' - 81 /4" 70' -11 3/4" 9' -11, 83' - 6 1/4" 12' - 9" T - 4 1 / " CALLED OUT ON FOUNDATION PLAN. 2'-9" 8'-5" 35'-41/4" 8'-5" 2'-9" T-31/2" 4'-0" 12'-81/4" 4'-0" 18'-1 1/4" 4'-0" T-31/4" 4'-0" 18'-81/2" 13'-71/2" T-31/4" 4'-0" 18'-1 1/4" 4' -0" T-31/4" 26'-1 1/4" 9.) SECTION CUTS SHALL BE CONSIDERED 2 TYPICAL FOR ALL SIMILAR CONDITIONS T - 7 7/8" 3' -1 3/4" S7.01 U.N.O. CTDS HOLD-DOWN PROVIDE (2) #5 CORNER BARS T&B SLOPE BOTTOM OF GRADE BEAM 13 CTDS ' (2)#5X5 �- ti AS NEEDED TO MATCH GRADE S7.01 ,5,.'.__.`.' '` I CORNER BARS <= 1 o HOLD-DOWNS _�----_---.._.-:=1-- PLACES ' (TYP.) 9 S� 118" 10' - 2118" I rn I? S7.01 N 13 = _ ` ..__.,..... r .................. r S7.01 ..................:; Al 1 i I i _._, M _ _ _ I I 6 ---- 12' -11 3/4" iI 15' -10 3/8" 1 ;I 15 -10 3/4" Ii 12' -11 3/8" I ; `" 1 - - J i S7.01 -- S7.01 __ ,; S7.01)-' 8 -0 i E fp�3/411 III A r _ --------,1 I I rill I I I F' Ij 6' 211 8' 03/4"lid II - F i I I I I I I I l o N c� w l I 1 I I i I I , I' =--- Ii- ---� �--- Jj ^' Lj_______ J L____J L_ __J L __-_J L� J It- _J, OO 1 rj 1 - - �- , r - - - l 'r - - - - l r N 1 r• R �;"1 i i....._.... 1 I I I I I I I t :::, ? `� ii 11 I€ LO 3 I I I ------J I I= ( Tf b` I N `' l S7�t1 1' I I a I I I f I 1 ! 1 - IS701 i M:co y=' - - LP N 4 r r 5 r r N - I SIM L r _ r _ 7, 1 S7.01 - S7.01 0 - - - - -- S7.01 `- - - - - 8 SIM.- - -I-'-. i . „ co i I r - Slap. 10 11lj,, I I it(. I€ r - - r r - I,: c0 i - -_ --:.- - -:.: --- - - - -- - - - , r S7 01 i ..� - .. 1 ► i / / I i 1 i 1 I 1 1 r `t: rr -1 I; `, �::' `I r �,r -I:r I i r -- r'r i�l, r t r- cy)i I Z £ a: 10 ch b� L? OD 1 t:! I t r t I If 1 D_ Iwl._....__.._.............£._...__..b. I I, I r 1 1':! 1 1 , ►:,a ; r I,I r�( c�i. (;:l I: I I_ 1 5 /: co E- "-` --:'_-.. ;T.._....: ~:.._.._;, cn _...___: _-_..__ ... S7.0"1 ti $7.01 ,£ - .,-.-.� i .._. N ---� ._...J-.J L._...J..r - -J ---- -:L=:c ---i 1-----J:L-----! L_ �_,>..:.__J L----J"L---___J:tL----J:L _ _I,L u, --J L---- I-----J L-_ L L r -� i-- � r: �:: € � z „ � r .:. : � r ; r .. .. � r �..: r � r �l .r -1..r � r o, - ,,.... ............... . r � rl -i r 3 I: - T 1 I •- co ON I€I I 1 ;III I I �;.I I I -f 1- I I U) 9 N _ �€ I I 1: fA,.. I I t I I t 1 i { 1.2 _ l I; ;3 I I iil 1 I t€. = M .. 11 I I t,a I; I 11 t L, 11 �{ S701 F . ,z.: € 9 S7.01 L- m.aI.._.. ....., i.....1. I .,I,,L . __ 1 I 1 I I i I L. ," :: I I I. 1 r I. I I I iy * ,. I E :: J 11 F:l I �n _ J 'If lv-fF ,, .r :i. e. �---' : i I :,.'..�. ,4..,..,,,.::. t.a, ::.,.iiw.,..,:,"da. ....,d_+...�:s:.«.: ,i _ I,i; I i :;_ [I ;i;-,01 I {f I, I I:;t I I F) i i i::t I I I`il _ I i I I € _ I :�» I i I.:I I .�:-�:��ta_.._._; 1 I tl 1 r ; ; ? ':' st ..- , "'' <ii i- ; .,--._.-- U"--'- __._. i..F..._._...__.. ,.a.:--:.-:: -.:::s ,i - _.__--...__. , ,:: - - ' I----- - -- i N _..: S701 ; - _ r S701 r - N£:; I ,i 1 1 I, I 1E:; E{) �..r ;..- .. I £[; ...i. .1 .....-i± I Ii I I [>1 11 t.1•....,....._t€ I I L;i N I`il I I Ip...;.....,j1 l I I �:. _. :. -- 1 11 1 11 i 11 1 II ! ! 1 11 1 I 1 11 r li - --1'' __ 1 " 1 II 1 11 1 11 I s t--- ' - 'u.-.''r I 1 _ " ►, 1 _ " 1..,1 Ij € f ..., 1.1 , " 1 i 1 _ " t'.1 1 _ II -,- 1 _ 11{.�.._ I _ 11 , I - ° '1-- -- ' - " I I _ 'I [', ' _ 11 I I _ " _ .:1 _ 1 I - It i ' _ '� I: €I _ I 1 - --' i __ 1 1 LI.i..I 1 I 1 I Ii 7 5 9 10 1 /8 9 9 7/8 6 10 3/8 :, 10 0 1 /8 6 8 12 1 4 7 3/8 € 8 4 8 4 /8 (; 8 4 8 4 1 /4 8 4 1 /4 8 3 7/8 4 ,..... "8 4 1 /8 8 2 1 /4 10 5 5/8 8 3 1 /8 8 101 /8 ,1, 7 -10 8- 4 1 /4 8- 4 1 /4 8.. 4- t) 8- 8- 8- 2 7/8 9- 0 1 /4 \ t 3 1!I 9,,.: ........{, £,. ?•..,,, €... ._._ ..i ..f F::I £; ...... : __''-- :i1 ._1i : € i+: .....;A :-€ tyA- .... _...t t.........._ . .... .. ........ " ,11 "=,._�:�.�.I'1_�:�.�.:�€ I I �1 I tC.��.�..t� ±i :.<=-€€ 11 �'1=�,--;€ 11 ['1 I i i. >,..;_ I_.3----`:;€ 1 I i�: _ 11 � . I_t , _.,i i i I:: 1 I €: ,.-� 1 _._s: i I t:� I >_-� --�: J3'- 0 1/2 . £ € . __;L.. ' _ = i 7 9 3/4 � : . ° €. _>:. 5 1 /2 I 1 i; . � J L-----JL------i I- `--J`--££'---J L_-JIL-------J L_J: ,L , ;? € !-, I_;.....i - -! t;.;€ _J L---�._x.....----1 I-----:�------I i---:F--1-�---, -JI L----J;L_--- 4-1 _ 51 - - J L---- -- -J L- - J L-- -- ----- L - �; , -r r ... -1 r -1 � -1 _r -1 ; r _ � r - - ! i- ' : i- - � r - - - - � :; r• - - - - --1 r - -. ,:.,- ....�. �: i- - - - - - - - -1 ? - 'r- - -�-� , _r._`...� - - -t r .: Ir � r - '---c € r- ^' � ^ - -t r -c €r- -1 r !r �F I, I:,; :: }± �g: _�.. Fi:l F I .. ..... ..... 1 " i'± 1 II .. 1 il...'!i 1 11 !;j 1 11 1 ,vT_.._.11__ a £� t I I 18 I 31/8 7-117/8 7-11 /8 rr16-111/4 7-11718 7-1 7/ - / I! I: ,.I ,., i i 8 1 1 4 t;). ;..8.:.7 1 1 7 11 7/8;;! 7 11 7/8 I i .,1? 25 31/4 I I ;_ 1 1 ,; ;Ir.i.......E.........,., i I t t I I I I t:,l 1 8 I 1 9 01 2 „.. Zv 1 1 I i t I I :; [£ I I ((:1 I l 1:.! I _ �_....-- -.._.* N 5 ::: _ � _ : -. ...:.: o . i t _ ,w is }�- r. - .. ,� ".•..'^�"-,.,,.� „ I I t;1 I 1 ., - � t € - / - � _ � _ 1/2 � \ I i 1 -11/8 U €€i I I ® : _ � � •_ �€: _ - = - � !I I I C;1 II 11 (I4 11 J n j Iv O_ i'I L. .. .. �. L.._.._.� ; L..._. _ ' '-":�C"' :J?: L . _ -L l _ J :I_,;._.:.....-.. -G.: L_......,.. .' s w.� ...J..s ... _ _ _ _L_-.... ._... .J-� , r•-- - �----„ .,.., t5- M M..r-• »-J-... ...................._.. _,,, 4 h. , _ _ _ , V OI �' t N _.. CV O................ ............ ........... r ......... ............... ... N .. ..., O co r -- - , N _ - O r _ ........................8 �O O S7101 r S7.01 S7.01 r O r r S7.0 5' - 5" 23' - 8" 9'- 8 1 /2" 23' - 8 1/4" 12' - 71 /4" 9'- 6 1/4" T - 2" 17' -10 1/4" 59' -1 1 /2" 17' -10 1/4" 15' - 6" 17' -10 1 /2" 8'- 4" -2'- 0 1 /8" 135' - 3 3/8" T - 9 3/4" 85' - 2 5/8" 9'-17/8" 15'-107 m CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Cour t Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineers.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F-197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue 0 Bid Issue �j* •*��I 5/29/2013 j. .............. .� Permit Issue giR..IS ....E"1H ..... 80079 sZ Construction issue tp (2io `t 3 Revision Schedule Number Description Date A CITY COMMENTS 06-27-2013 B CITY COMMENTS 07-30-2013 FOUNDATION PLAN 3/3211= 1'-0" Drawn MTB Project 213081 Check Sheet Date Issue Date 1 S .01 00 r: 60 m 0 N CY) h M 1 0) Y"-r-- I 1 1 m N N II TO r - -- � r-/i -SABI I IIIII I II it ---r r--- L _ _ J I I I I I I I I I S-6 I 1 I i -1 110 Lo 11 ti I 1 N r 1 I c' 1 I cp S co m I -� 4 I Cn Cn I I ' �` I I ' 1 1 r I I ' I I r I I I 1 1 U) W I I to I I 1 I 1 I -h 3 1 J L _ _ _ _ J L _ _ _ J L _ _ L _ _ _ _ J )-6 B - L7 1 _ - - S� �2 i° °O r I I I I I I I I i t I I S 62 I 11 II II II 11 i I 11 I I I I I I I I I I 1 1 I I S$1 i t I I I I I I I I I I IQ N I _ I I 1 1 I I I I I I S 60 I V U) _ _ I I I I I I I I 11 LO 'ITM N r O O 00 t� CflL0d C7 N c- O O cc, - - - S - 9 r - - - - - - - 7 � - - - - - -1 r - - - - i r - - - - - - 7 r - - - -' 1 _ _ _co Co C() c o [! S-8 I I I I I I I 11 I I 1 I I I m i i t COm l I I 11 I I I I I I i t I I I I I I I I 1 1 I I I I I I I I - - - -I r -I r -I r -I r - - -I r r r - -I r -i r � "r -I r 1 r - - -I r - ( -I r -I r Tr- - - - -_ 11 II it II II II it II II II II II it 11 II If 11 11 11 11 11 11 S-8 -----1 1------J r-------1 L- - -J 1------J L -_ -J L- - - - - -- J L - J L(g.-Ip J 6;r -- J Lc+d--� J -w J L--- J -- J L -� J L- -- -J Ld_w-J L _ J Leg-- J L-_ J L�L_.� J L__o J Loo.-_ J _y� J Lam_ J L--- -I L _ - - I-- - -- -I r------1 r----I r-------I I -----I r------- '1 r I P- r -�? -1 �' -e� n r`° -1° -I r -� -I roa-i+ 'I r -1 rl -s! 1 r -� --i r-d-- --I S? 'I rQ1--3 � r�--r "r-9i cD-�i -- S-7 1 1 1 1 I I I I I I z L. - ,- 1 r -I r`� - :P - - _ �r �r �r ter`-� �r--- -, 1- cn cn i Icq I I cn cA 1 I cn cn I I I I v7 1 1 cn cn 1 I I I U1 I I cn I I cn I I cn cn I cn cn 1 1 cn I I cn I I cn cn I i cn cn 11 Ls-- A47 I S-6 it II II II II II IU11 II II II II II II 11 II II II II 11 II II it 11 11 1�-- IS6 I I I I I I I I S-5 I I I I I I I I I I Z I I I I I I I I I I I I I I I I I IIS-4 I I I I I I I I 1 1 _!_1— U 1 S-3 I I I I I I I I i t i t I i t I I I I I I I I I i I I I I I I I I I I I I I I I I IS-3 1 1 I I _ I 1 I 1 I I I I I I 1 I I I 1 I I i I I 11 I I 11 1 I I I B-2 L _ L _ __J L__ _-J L___ L_____J L___J L_ _ __ J L L _ J L____J L-.-- J L___-J L---_J L___ J L _ J L J L_ _J L - -__J L J L___ J L____J L____J L___ J L___ J L____J L____J L___ J -2 ---] r--- r------1 r -- -n r- - -- -i r Z S-2 1 1 I I i t I L, I I I I i I I I I I I I I I I 1 1 I I I I 1 1 I I I I I I I I 1 1 I I I I I IS-2 I I II 11 II II II II II II II II 11 I I II II II 11 11 II II II II II II II I I II II II II 11 II I 1 I II II 11 II II II II IIS_1 I S-1 II it II II I II I it II T'III IIL 1 1 JIL- I I III I I I I I I I I I I �� I i I I III III III L L _ _ L _ _ _ _ — L L J I J L _ _ _ J L _ _ J L _ _ _ J L. _ _ J L _ J L _ _ _ _ _ _ _ _ _ _ J L _ J L _ _ _ J L _ _ _ J L _ _ J L _ J L _ _ J L _ _ _ J L NOTE: P.T. CABLES HAVE BEEN RESPACED B-3 Project NORTHGATE PROPER TAUBER ROAD COLLEGE STATION, TX CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca®scahouston.com www.scaengineers.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Texas Registered Engineering Firm: F-197 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Review Issue p �Mo Bid Issue 5/29/2013 jw .......... .....—.- N .y IS Permit Issue qi .. N� N... .M. . ftt.800N79 h�l..�..Construction ,-�� Issue i (p(26115 Revision Schedule Number I Description I Date B I CITY COMMENTS 07-30-2013 c 0 0 LL Drawn MTB Check Date Issue Date Project 213081 Sheet S2.01 #4 CONT. FINISH GRADE RE: CIVIL II —II —I— _ N -I 11I 8" CMU WALL REINF. W/ #5 @ 32" O.C. VERT. & TRUSS TYPE REINF. @ 16" O.C. HORIZ. FILL REINF. CELLS W/ 2500 PSI GROUT 51/2" TENDON - SEE PLAN TENDON CHAIR (TYP.) I�MITI-I�� IGRANULAR CUSHION (TYP.) • VARPOR RETARDER (TYP.) TENDON - SEE PLAN / FO.C. EA. WAY A.AC A 1'- 5 1/2" ECTION at STAIRS 15 #4 CONT. FINISH GRADE RE: CIVIL i III IIIIII I I N'— IIIIIIIIIITI I ►► • (2) #5 CONT. (T&B) L 5 1/2" L TENDON - SEE PLAN TENDON CHAIR (TYP.) GRANULAR CUSHION (TYP.) • VARPOR RETARDER (TYP.) TENDON - SEE PLAN .FO.C. EA. WAY AAC • (2) #5 CONT. (T&B) 1'- 5 1/2" SECTION at DEEP GRADE BEAM CTDS HOLD-DOWN FINISH GRADE 51/2" RE: CIVIL TENDON CHAIR (TYP.) I TENDON - SEE PLAN d- GRANULAR CUSHION (TYP.) 1 VAPOR RETARDER (TYP.) �0 z TENDON - SEE PLAN CV THICKENED GRADE BEAM 6" FOR 4'-6" CENTERED @ TDS_ HOLD-DOWN 2 - #5 CONT. TOP & BOTT. �= W/ #3 STIRRUPS @ 24" O.C. ( (4)#3 @ 4"0.C. AROUND SHEARWALL ANCHOR BOLTS) 1' - 0" 6" (2)#5X4'-O" T&B W/ (4)#3 @ 4" O.C. CENTERED AT CTDS-HOLD-DOWN SECTION at CTDS HOLD-DOWN 13 1" = 1'-0" #4 X 1'-8" DOWELS @ 24" O.C. WRAP ONE END POCKET FORMER AND ANCHOR FOR INTERMEDIATE STRESS d- (2) #5 CONT. SECOND POUR FIRST POUR z-=-- SECTION at CONSTRUCTION JOINT 1 if = 1'-0" (2) #5 CONT. — 8" CMU WALL REINF. W/ #5 @ 32" O.C. VERT. & TRUSS TYPE REINF. @ 16" O.C. HORIZ. FILL REINF. CELLS W/ 2500 PSI GROUT =11 Illli�,_ ,j CONT. AT BOTT. (TYP. ALL BMS. W/O DRAPED BEAM TENDON) SECTION at CMU ------------- 2 - #5 CONT. AT BOTT. (TYP. ALL BMS. W/O DRAPED BEAM TENDON) SECTION at INTERIOR 2 - #5 CONT. AT BOTT. (TYP. ALL BMS. W/O DRAPED BEAM TENDON) SECTION at INTERIOR 1'-0" TENDON CHAIR (TYP.) TENDON - SEE PLAN F.F. SLP. — — — — FINISH GRADE RE: CIVIL ! ! ! ! ! I 1 I I GRANULAR CUSHION (TYP.) to I I I I ( VARPOR RETARDER (TYP.) TENDON - SEE PLAN ::Ed d I 1=1 I I N ( 1) (I1 I I GRADE BEAM BEYOND I ( I 1'-0" MIN L 2 - #5 CONT. AT BOTT. (TYP. ALL BMS. W/O SEEP AN DRAPED BEAM TENDON) SECTION at PATIO / THICKENEb G.B. 1 It = 1'-0" FINISH GRADE RE: CIVIL TENDON CHAIR (TYP.) TENDON - SEE PLAN <r ,ill —III �..:..:...�..'... .:..:.... . (I I III I GRANULAR CUSHION (TYP.) o I I (i I VAPOR RETARDER (TYP.) M `O Z I TENDON - SEE PLAN N � I GRADE BEAM BEYOND T-0" M I N I I 2 - #5 CONT. AT BOTT. SEE PLAN (TYP. ALL BMS. W/O DRAPED BEAM TENDON) SECTION at EXTERIOR THICKENED G.B. NO BRICK 1 " = 1'-0" FINISH GRADE RE: CIVIL TENDON CHAIR (TYP.) . TENDON - SEE PLAN "v IIII1 I I:: 1 III— 11- GRANULAR CUSHION (TYP.) o I I I VAPOR RETARDER (TYP.) CO Z TENDON - SEE PLAN CV 2 - #5 CONT. AT BOTT. (TYP. ALL BMS. W/O DRAPED BEAM TENDON) SECTION at EXTERIOR NO BRICK -oil FINISH FINISH GRADE 51/2" RE: CIVIL 71 TENDON CHAIR (TYP.) TENDON - SEE PLAN GRANULAR CUSHION T I (TYP.) VAPOR RETARDER (TYP.) z I TENDON - SEE PLAN N I GRADE BEAM BEYOND 1'-0" MIN ) = I 2 - #5 CONT. AT BOTT. (TYP. ALL BMS. W/O SEE PLAN DRAPED BEAM TENDON) SECTION at EXTERIOR THICKENED G.B. W/ BRICK 5 1 = 1'-0" FINISH GRADE RE: CIVIL _TTT_ ri ! ! ! , =11N II=III SECTION at PATIO 4 1" = 11 -0" TENDON CHAIR (TYP.) TENDON - SEE PLAN F.F. SLP. I — GRANULAR CUSHION (TYP.) VARPOR RETARDER (TYP.) TENDON - SEE PLAN 2 - #5 CONT. AT BOTT. (TYP. ALL BMS. W/O DRAPED BEAM TENDON) — 8" CMU WALL REINF. W/ #5 @ 32" O.C. VERT. & TRUSS TYPE REINF. @ 16" O.C. HORIZ. FILL REINF. CELLS W/ 2500 PSI GROUT FINISH GRADE RE: CIVIL 51/2" TENDON CHAIR (TYP.) TENDON - SEE PLAN if Project 1 ' GRANULAR CUSHION (TYP.) o I i I VAPOR RETARDER (TYP.) M C° z N � TENDON - SEE PLAN u 2 - #5 CONT. AT BOTT. (TYP. ALL BMS. W/O DRAPED BEAM TENDON) SECTION at EXTERIOR CMU W/ BRICK ill = 1'-0" FINISH GRADE RE: CIVIL r 0 m ( z CV 51/2" TENDON CHAIR (TYP.) TENDON - SEE PLAN NORTHGATT PROPER APARTMENTS TAUBER ROAD COLLEGE STATION, TX J, CONSULTING STRUCTURAL CONSULTANTS ASSOCIATES, INC. `r 12511 Emily our t Sugar Land, Texas 77478 _ 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca®scahouston.com GRANULAR CUSHION (TYP.) www.scaengineers.com Louisville, Kentucky 502.426.6789 —I VAPOR RETARDER (TYP.) Orlando, Florida 407.893.6200 TENDON -SEE PLAN Texas Registered Engineering Firm: F-197 Copyright @ SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. 2 - #5 CONT. TOP & BOTT. The ideas, concepts, inventions or methods described W/ #3 STIRRUPS @ 24" O.C. herein are Patent Pending and are the sole property of ((4)#3 @ 4"O.C. AROUND SCA Consulting Engineers. SHEARWALL ANCHOR BOLTS) ISSUE DATES SECTION at EXTERIOR W/ BRICK Review Issue - C Fa, ill = 1'-0" FINISH GRADE RE: CIVIL T I IIIIIIIIIII� I - 0 M zo z_ CV � 5 1/2" Bid Issue 5/29/2013 j« ..............„.„...» N •�j en S NEWHOUSE Permit Issue /�....••• •••••••• _ V` 80079 f, Construction tttFh!..E«do - TENDON CHAIR (TYP.) issue t;Qjljj�=�.. TENDON - SEE PLAN 3 Revision Schedule Number Description Date B CITY COMMENTS 07-30-2013 GRANULAR CUSHION (TYP.) VAPOR RETARDER (TYP.) TENDON - SEE PLAN 2 - #5 CONT. AT BOTT. (TYP. ALL BMS. W/O DRAPED BEAM TENDON) SECTION at EXTERIOR W/ BRICK 1 1 If= 1'-0" FOUNDATION DETAILS Drawn MTB Check Date Issue Date Project 213081 Sheet STO N 1: co co 0 N M 0 LIGHT POLES SHALL COMPLY WITH NEC 410.15 METAL OR NONMETALLIC POLES SHALL BE USED TO SUPPORT LUMINARIES (LIGHTING FIXTURES) AND AS RACEWAY TO ENCLOSE SUPPLY CONDUCTORS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: (1) A POLE SHALL HAVE A HANDHOLE NOT LESS THAN 50 MM X 100 MM (2 IN. X 4 IN.) WITH A RAINTIGHT COVER TO PROVIDE ACCESS TO THE SUPPLY TERMINATIONS WITHIN THE POLE OR POLE BASE. (2) WHERE RACEWAY RISERS OR CABLE IS NOT INSTALLED WITHIN THE POLE, A THREADED FITTING OR NIPPLE SHALL BE BRAZED, WELDED, OR ATTACHED TO THE POLE OPPOSITE THE HANDHOLE FOR THE SUPPLY CONNECTION. (3) A METAL POLE SHALL BE PROVIDED WITH A GROUNDING TERMINAL AS FOLLOWS: A. A POLE WITH A HANDHOLE SHALL HAVE THE GROUNDING TERMINAL ACCESSIBLE FROM THE HANDHOLE. B. A POLE WITH HINGED BASE SHALL HAVE THE GROUNDING TERMINAL ACCESSIBLE WITHIN THE BASE. (4) A METAL POLE WITH A HINGED BASE SHALL HAVE THE HINGED BASE AND POLE BONDED TOGETHER. (5) METAL RACEWAYS OR OTHER EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED TO THE METAL POLE WITH AS EQUIPMENT GROUNDING CONDUCTOR RECOGNIZED BY 250.118 AND SIZED IN ACCORDANCE WITH 250.122. (6) CONDUCTORS IN VERTICAL POLES USED AS RACEWAY SHALL BE SUPPORTED AS PROVIDED IN 300.19. TABLE 9.4.5 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS ASHRAE 90.1 Uncovered Parking Areas Parking Lots and drives 0.15 W/sq.ft. Building Grounds Walkways less that 10 feet wide 1.0 W/linear ft. Walkways 10 feet wide or greater Plaza areas 0.2 W/sq.ft. Special Feature Areas Building Entrances and Exits Main entries 30 W/linear foot of door width other doors 20 W/linear foot of door width LEGEND AND NOTES TRANSFORMER SECONDARIES, "HOLD FOR LAYOUT" cis METER CENTERS, SEE 3/32" DRAWINGS ® PWR CO PAD MTD XFMR, VERIFY EXACT LOCATION PROVIDE PROTECTION FROM CAR DAMAGE WITH STEEL/CONCRETE BOLLARDS AROUND TRANSFORMERS PER POWER CO'S SPECIFICATIONS." MOTORIZED GATE, 3/4" 3#10, 30/2 PNL H (VERIFY) VERIFY ROUGH IN DIMENSIONS AND PROVIDE POWER & CONTROL WIRING PER MANUFACTURE'S SPECIFICATIONS. MOTOR OPERATED GATES REQUIRE A MEANS OF EMERGENCY OPENING BY FIRE DEPARTMENT AND MEANS OF OPENING IF THERE IS A LOSS OF POWER. CARD READER/TELEPHONE, 3/4" EC TO CLUB/TEL JB AA VERIFY ROUGH IN DIMENSIONS AND PROVIDE PER MFG'S SPECIFICATIONS. CHECK ARCH DWGS FOR PEDESTRIAN GATES AND ROUGH IN AS SHOWN. 40 WP FLUOR GROUND MOUNTED ENTRY SIGN VIA PEC DECORATIYE ;URFACE MOUNT, TWIN PL11 (UNO) VIA PEC Gam' MOUNT 6 -8 A.F.G. 6' POLE LIGHT 50W MH, DARK SKY COMPLIANT 0' POLE LIGHT, 150W MH, FULL CUTOFF, )ARK SKY COMPLIANT 1311 - Northgate Proper Apartments College Station, Texas Sheet # Description Scale M-1.1 Mechanical Site Plan 1"=30' M-1.2 Mechanical Specifications NTS M-2 Mechanical Plans - Units 1A, 1A-HC, 1B, 1Ba 1/4"=110" M-3 Mechanical Plans - Units 1C, 1D, 1DS 1/4"=1'0" M-4 Mechanical Plans - Units 1E, 2A 1/4"=1'0" E-1.1 Electrical Site Plan 1"=30' E-1.2 Electrical Specifications NTS E-2 Electrical Plans - Units 1A, 1A-HC, 1B, 1Ba 1/4"=11 0" E-3 Electrical Plans - Units 1C, 1D, 1DS 1/4"=110" E-4 Electrical Plans - Units 1E, 2A 1/4"=1'Off E-5 Electrical Plans - Building - 1st & 2nd Floor 3/32"=1'0" E-6 Electrical Plans - Building - 3rd/4th Floors & Roof 3/32"=1'0" E-7 Electrical Calcs - Load Analysis & One Line Diagram NTS P-1.1 Plumbing Site Plan 1"=30' P-1.2 Plumbing Specifications NTS P-2 Plumbing Plans - Units 1A, 1A-HC, 1B, 1Ba 1/4"=110" P-3 Plumbing Plans - Units 1C, 1D, 1DS 1/4"=1'OFT P-4 Plumbing Plans - Units 1E, 2A 1/4"=1'Owl P-5.1 Plumbing Plans - Bldg - 1st & 2nd Fl Sanitary Sewer 3/32"=110 P-5.2 Plumbing Plans - Bldg - 3rd & 4th Fl Sanitary Sewer 3/32"=110 P-6.1 Plumbing Plans - Bl,dg - lst & 2nd Fl Domestic Water 3/32"=110 P-6.2 Plumbing Plans - Bldg - 3rd & 4th Fl Domestic Water 3/32"=110 P-7 Plumbing Risers NTS P-8 Plumbing Risers NTS GASKETED HAND HOLE WITH COVER AND GROUND LUG BEHIND ANCHOR BOLTS —� PER MFG. T 36" 3/4" SCH. 40 ELEC. CONDUIT IN AND OUT ;OUND WIRE TO iG WITHIN WIRING )MPARTMENT CIRCUIT WIRING WITH NEC SIZED GROUND WIRE ROUTED UP THRU POLE ELECT. CONTRACTOR TO CONNECT OR CADWELD GROUND WIRE TO POLE BASE FOUNDATION BY STRUCTURAL ENGINEER 36" MIN. POLE LIGHT MTG DETAIL NO SCALE ❑0 Uj 10' DIA UNIT 150W HPS W/SEGMENTED SEMISPECULAR REFL z 3 HI BOLT PATTERN A TO MATCH FIXTURE REQ. PREFAB CONCRETE BASE CONDUIT IN AND OUT POLE- LIGHT NO SCALE ALL A/C CONDENSERS ARE MOUNTED ON ROOF SEE BLDG PLANS T T TT TI �I ....... IIIIIIIIIIII�IIIIIIIIIIII ' I :' - - li 1� MAI 7 AUgERR:.0AD SITE PLAN 1 " = 30'-0" NOTE: VERIFY LOCATION OF IRRIGATION CONTROLLER(S) AND PROVIDE 120V POWER CONNECTION, 2Q RELOCATED POLE LIGHTS VERIFY EXACT LOCATION OF BUILDING ADDRESS SIGNAGE AND MOUNT LIGHT FIXTURE TO PROVIDE NIGHT LIGHTING BLDG SIGNAGE NO SCALE COLLEGE STATION. TEXAS . r •12 IECC; ILS CODE 2012 REVISIONS Q 6.11.13-SERVICE REV 26.24.13-CITY COMMENTS Q 7.26.13 MC/WASHER PAN S °F r %N trt BILLY RPATTERSON ........... f.... y 42890 t�t`a�� jQENS'�O •'�,��,�'"' r- I Zo co E .. 0 ^ °v 04 CqCa W � c W w a1 0, U c c Z W c i O Li LLI ® v c 0 � E w Z v c W of o LU.1 a� 3 Z d 3 W LO M - O r- m c G Z J J_ Q fa- Q I w It 1. M � rn rn rn t� z W m Z Z 0 a w Ix 0 W 3 w R Ix U) pz� Z 0 r 0 Z 0 ga 0 c i� z DATE 3 5.22.13 PERMIT ISSUE w CONTROL SEQUENCE a w a z 0 � SHEET NUMBER n�. d 1 1 _0 0 v 1Q 6.11.13—SERVICE REV ,3 7.26.13 MC/WASER PAN 1am6Fa 1000W WALL FORCED FAN HTR W,[INTEGRAL T—STAT SET AT 47 TYP SPRINKLER CLOSET A KEYED NOTES O EMERGENCY BATTERY PACK EGRESS ILLUMINATION IS REQUIRED PER IBC 1003.2.11 OFIRE ALARM AND SPRINKLER DRAWINGS DESIGNED AND SUBMITTED BY LICENSED CONTRACTOR UNDER SEPARATE PERMIT. O3 SEE ARCHITECTURAL DRAWINGS FOR SPRINKLER CLOSET LOCATIONS. FURNISH AND INSTALL 1000W FORCED FAN HEATER, CADET MODEL CSC101TW (CSC151TW FOR 150OW), 120V, WITH FIXED T—STAT SET AT 40' F OWP GFI OUTLETS PROVIDED FOR A/C MAINTENANCE FOR COMPLIANCE WITH NEC SECT 210-63 (WITHIN 25' OF UNITS) PROVIDE IN USE COVERS FOR ALL OUTDOOR OUTLETS OMETER CENTER(S),AND PANEL W. SEE DRAWING E-1.1 FOR BUILDING ENTRANCE AND SITE ORIENTATION. SEE DWG E-7 FOR BLDG. LOAD ANALYSIS & ONE —LINE DIAGRAM. OALL THE BREEZEWAY LIGHTING IS ROUTED TO PANEL "H" VIA PHOTO ELECTRIC CELL. EXCEPT FOR CKT 7 WHICH IS A 24 HR CIRCUIT. O7 ALL EMERGENCY LIGHTS ARE CONNECTED TO 24 HR. CKT 7. NOTE: FA SYSTEM SHALL BE DESIGNED TO ALLOW CHANGING THE UNIT MINI —HORNS TO HORN STROBES AND ADDING STROBE LIGHTS IN THE BATHROOM(S) PER UBC SECT. 907.9.1.3 FOR HC OCCUPANT. INSTALL WIRING ILITH OATUO^MA /%C111\lt% JVV VI\II V..VJ 1 VI\ ADDITIONAL LTG AT PATIOS (TYP) FIXTURE SCHEDULE EMERGENCY EXIT LIGHT, TWIN BEAM, 1.5 HOUR RESERVE, SELF ILLUMINATED WITH MW UNIVERSAL MOUNTING KIT, EMERGI—LITE #X-20 SERIES CONNECT TO ROOM/AREA LTG CKTS BEFORE LTG CONTROLS EMERGENCY EGRESS LIGHT, TWIN BEAM, 1.5 HOUR RESERVE, SEALED LEAD CALCIUM BATTERY WITH TEST AND CHARGE LIGHT, BROWN OUT PROTECTION, EXITRONIX MDL# LL50H-6-25 12WATT LAMPS CONNECT TO ROOM/AREA LTG CKTS BEFORE LTG CONTROLS 84" TO BOTTOM OF FIXTURE. WET LOCATION RATED. EMERGENCY EGRESS LIGHT, TWIN BEAM, 1.5 HOUR RESERVE, WP SEALED LEAD CALCIUM BATTERY WITH TEST AND CHARGE LIGHT, BROWN OUT PROTECTION, EXITRONIX MDL# LL50H—N4 SERIES 5W LAMPS CONNECT TO ROOM/ARIA LTG CKTS BEFORE LTG CONTROLS 84" TO BOTTOM OF FIXTURE. *ALL EMERGENCY EGRESS LIGHTS AND E)(IT LIGHTS MUST BE RATED FOR USE OUTDOORS TO THE LOWEST DESIGN TEMPERATURE OF THE INSTALLED LOCATION. 4 SURFACE LIGHT, 2—PL9 FL LAMPS, DAMP LOCATION, LOW TEMPERATURE BALLAST, BUG RESISTANT RECESSED LIGHT, 2—PL9 FL LAMPS, DAMP LOCATION, LOW TEMPERATURE BALLAST COACH LIGHT 2—PL9 FL LAMPS, WET LOCATION, LOW TEMPERATURE BALLAST MOUNT 7'-6a AFG, BUG RESISTANT PORCELAIN LAMPHOLDERS NOT PERMITTED 4 /47" _ If N1 SECOND FLOOR FEEDER TO THESE (2) APARTMENTS J 3#1/0 ALUMINUM W/ 1#8 CU G ALL FEEDERS PER SHEET E-7 UNLESS NOTED OTHERWISE BUILDING - GROUND FLOOR 3/32" = 1'-0" L FEEDER TO THESE (2) APARTMENTS 3#1/0 ALUMINUM W/ 1#8 CU G n rn m w z z 0 I w z 0 w 3 w w 0 ZZ_ W Z Z� W O 0 c C o� R K O U Z z Z 0 w w 1; ix w a z a z m CD U r....z......................:,...1 r BILLY R PATTERSON d 1. .......'. ..... 4 2 8 9 0 �� # p�c'• �ICEN44w .' e /ONAL — r- N 0" co _ , cD E � U 04 oN IW CC W W � U c c Z. u- col •N O c V EW Zv � uj E o v w r� a� 3 z F d 3 m Z xr _J ~ J Q W It 04 ui • • LJJ • rr •' DATE 5.22.13 PERMIT ISSUE CONTROL SEQUENCE SHEET NUMBER WASTE & WATER FIXTURE UNITS PLUMBING NOTES 1REVISIONS A37.26.13 MC/WASER PAN WATER SANITARY FU COUNT WC 2.2 3 LAV 1 3.6 .7 5 1 TUB 1.4 2 SNK/DW 2.8 2 W 1.4 2 TOT 1 BATH 7.8 9 TOT 2 BATH 11.4 14 3"UP, 3"x 2"RB. 3"x 2"RB. WATER CONSERVATION 2012 IPC. TABLE 604.4 MAXIMUM WTR USAGE PER FIXTURE RES WTR CLOSETS 1.6 GAL/FLUSH LAVATORY. PRIVATE 2.2 GPM LAVATORY, PUBLIC (METERING) .25 GALLON/METER CYCLE LAVATORY, PUBLIC (NON -METER) 0.5 GPM URINALS 1.0 GAL/FLUSH SINK/FAUCETS 2.2 GPM SHOWERHEADS 2.5 GPM VERIFY WATER PRESSURE AT BWG ENTRANCE AND INSTALL PRESSURE REDUCING VALVE TO OMIT 80 PSI PER IPC 604.8 WATER PIPING SIZING BASED ON PROVIDING MINIMUM 15 PSI AT THE MOST REMOTE OUTLET. SANITARY SEWER 2012 IPC, TABLE 710.1(1) BUILDING DRAINS AND SEWERS MAX. FU ALLOWED SLOPE SIZE 1/8* FT 1 4" FT 1 2" 3 36 42 50 4" 180 216 250 5" 390 480 575 6" 700 840 1000 MIN SIZE SERV. WC = 3- NOTE: AALL. LINE SIZES ARE ASED UNLESS 1/8'� PER f TMSLOPE `iUNO) PROVIDE CLEANOUTS PER IPC 708.3.1. (1) PER 100' M,I Mal Map L'- ==I[ Y1f1P� 11-, d 0 •�I r� 1 m!.*7F!•i'' J r�11 �1'' Illij ��I �,rC J r � Mt � =1 I I� .. �� r -..�1 �ril`�I� .. Itl 1 —71 ■I��tuy- '�_,� ��L �y��illi�. 1�..r' i■� � ..�7� �,I;Ia•�■■,,,�,�� _�01 n �.� f� „ � La_► fir• � 1. mAl ,,mim. HE Sirelf/ a�'i rtlt/ �Mi■®li j ■�i■■■ii MM ■M i ' h1 11 wxmi■ji All ii m ■■gym � 11111i' ��'i ■■■■;i mu mow ■�,i =WI � • , INVERT 0 -5' BELOW FINISHED S 6"x BELOW P LOIT18 D-2ND 'S. 3"DOWN 0 SFU'S R SANITARY SEWER 2012 IPC. TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND VERTICAL STACKS MAX. FU CONNECTED TO: SIZE iOR. BRANCH 3 STORY STACK 4 STORY STACK 3 20 48 72 4" 160 240 500 5" 360 540 1100 6" 620 960 1900 30PIPE ® 7 SFU'Sj L3"PIPE ® 7 SFU'S IMpMT 60-2ND UNIT 1 D-2ND SFU'S 3-UP/DN. ADDED RISER NUMBERS TO SANITARY FIXTURE VENTS IPC, TABLE 906.1 DISTANCE OF FIXTURE TRAP FROM VENT SIZE OF TRAP (in) FALL (in/ft) MAX. DIST. FROM TRAP 1-1/4 1/4 5 ft 1-1/2 1/4 6 ft 2 1/4 8 ft 3 1/8 12 ft 4 1/8 16 ft FIRE ALARM AND SPRINKLER SYSTEM TO BE DESIGNED BY LICENSED CONTRACTOR AND SUBMITTED UNDER SEPERATE PERMIT. UNIT 1 DS-2N 3"DO i 13 3"U 1-1/2-VENT UP FROM FD BELOW SFU'S UNIT 2A-2ND 21 CWARNING: SEE CIVIL DWGS TO CONFIRM LATERAL ENTRY POINT AND ELEVATION PRIOR TO INSTAWNG UNDERGROUND. REQUEST CLARIFICATION IF REQUIRED FOR INSTALLATION C�MAINTAIN MINIMUM 36" HORZ CLEARANCE FROM GRADE BEAMS. OBTAIN STRUCTURAL C ENGR'S APPROVAL AND INSTALLATION DETAILS FOR ALL BEAM PENETRATIONS. Cl VERIFY CURRENT BLDG NUMBERS. THEY MAY HAVE CHANGED SINCE THIS DESIGN WAS COMPLETED. C4� SEE DWG P-7 & P-8 FOR TYPICAL RISERS. cis) IN PIPING IS SHOWN ON 2nd FLOOR FOR CLARITY ONLY. MAIN WATER PIPE IS INSTALLED IN 1st FLOOR CEILING SPACE. RUN DOWN AND UNDER BREEZEWAYS IN DESIGN CLIMATES OF 25 DEGREES OR LOWER. DO NOT RUN WATER LINES THROUGH BREEZEWAY, INSTALL DOWN WALL AND BELOW SLAB TWO-WAY CLEANOUT AT GRADE LEVEL. (TYPICAL) CJ F.P. - FREEZEPROOF HOSEBIB 30" AFG WITH VACUUM BREAKER. (9) BUILDING SHUT-OFF VALVE IN SPRINKLER CLOSET AT 1ST FLOOR WITH PRV HC NOTE: UP NO PROTRUDING OBJECTS IN WALKS, HALLS, CORRIDORS, PASSAGEWAY OR AILES GREATER THAN 4" BETWEEN 27" A.F.F AND 80" A.F.F 3 1-1/2 LAV BELOW UNIT 1 E-2ND 10J 3"PIPE ® 7 SFU'S UNIT 1 D-2ND <r •3"PIPE O 7 SFU'S UNIT 1 D-2ND Cft= �Y 3"PIPE O 7 SFU'SJ 1_ UNIT 1 D-2ND Qi III niKit""l ccfw%nnin ci nno 3/3211= 11-011 3"UP. L3"PIPE O 7 SFU'S UNIT 1 D-2ND3 3"UP 12 SFU'S 3"DOWN iA LL m z z z Lou ow o 000 co..* ,•� 1 100 1 BILLY R. PATTERSON .4 t.............................. 42890 ; 1 r �R cn v IN rn z o co `F cO r- E o 00 N co LU LLJ w 0 p' U S •c z lIc i_ •� owwa� �v r� 0 d V Ir w v z Z v-o W 0 E o Ld 3 Z tn�d3 � � O MM• W Q X Z_ H , � J H J Z Z I w M 2 vJ I— z Cw G n X Q w F— rr" z w CL < Oc/) rr W cD n _I w o F-- Q 0 rr O z 8 Z DATE z z 0 5.22.13 PERMIT ISSUE 0 CONTROL SEQUENCE W a !rr I. 1311-TAUBER-NORTHGATE TED TROUT :.:ochultz. Engineering,, LLC hultI; SHEET TITLE Cl SITE PLAN -SHEET 1 OF 2 "A '�... C2 SITE PLAN --SHEET 2 OF 2 C3 DEMOLITION PLAN 1 BPE FIRM REGISTRATION G C4 EROSION & SEDIMENT CONTROL PLAN - �... OWNER/DEVELOPER: 1� ISTRAB�N N0. �.�3�'� C5 GRADING PLAN 2730 LONGMIRE, SUITE A C6 .., GRADING DETAILS T T �-�t �T 77845 BONA FIDE ACQUISITIONS, LLBCOLLEGETTIOIVy TEA C7 PAVEMENT PLAN 7 A 9 7 9. (6 4. 3 9 0 C8 UTILITY PLAN 4400 OLD COLLEGE ROAD C9 DRAINAGE PLAN C10 TRAFFIC CONTROL PLAN B RYAN , TX 77801 f 979.314.9070 tfca .....'N-hu L1 LANDSCAPE PLAN L IIf • .........................:*. � Q JOSEPH P. SCHULTZ • -- �, �...;........5589 ................. FIGURE SW STANDARD SIDEWALK DETAILS 6 "'o �•, r . ; `� FIGURE ST S . , .... ' TANDARD STREET DETAILS r 3 1 FIGURE W1 STANDARD WATER DETAILS 1 OF 2 r:-12327 �- SCHULTZ ENGINEERING LLC. FIGURE W2 STANDARD WATER DETAILS 2 OF 2 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E. FIGURE S2 STANDARD SEWER DETAILS #85889 ON MAY 31 2013 ISSUED FOR CONSTRUCTION __.. 125' TO FIRE PROPOSED ELECTRICAL HYDRANT ON WEST SIDE EXISTING TRANSFORMER & SWITCH GEAR NORTH AMERICAN ISLAMIC TRUST _ 1 DUMPSTER ENCLOSURE OF CHERRY .STREET MANHOLE PER CSU PLANS AND SPECIFICATIONS TAUBER BLOCK 2, LOTS 11 & 12 NORTH AMERICAN ISLAMIC TRUST v, RiM=343.60 (WILL BE SCREENED BY LANDSCAPING TAUBER, BLOCK 2, LOT 13 HECTOR R VERA FL=340.60 ) ZONED 3 _ TUCKER 2,TLQTT1 LLC 6" WOODEN FENCE 1152 ZONED NG-3 TAUBER, BLOCK 2, LOT 14 PROPOSED 15 PUE ZONED NG-3 ASSOCIATED BPP LTBY SEPARATE 1152/669 [ALONG XTENDED CURB - fi CEDAR STANDARD CURB ZONED NG-3EIGHT VARIES " AE AE AE AE AE E AE AE AE AE INSTRUMENT PRIVACY FENCE 7982 121 q ! EXISTING 6 _.*300 Lr TO0.65 1.19' / EE GRADING PLAN SEWER LINE rrx� SYDI;titvT g 6 S-6 S- S-6 S 8 5-s -6 S- S-s S 6 S-6 S-6 ,. - - - S-6 -6 S` S-6 6 5-6 r o - - S-6 5-6 - - - S-6 S-6 3 I ! Lr 6' DECORATIVE IRON FENCE 26 N 9' PAR ING SPACES NHEELSTOP t s{, PROPOSED ADA I TYP-) I 20' 16' ___.• 'a- w 9 (ALONG .CHERRY STREET) ' SIDEWALK RAMP a to I n,I'• ( 24' W II •� �11lI/9EiE t H , ST ST ST 5T T ST ST 5 ST ST ST ST S ST ST ST ST � 4O i.F T0�® �' a ST ADJACENT DRIVEWAY, ST ST ST - 5T -- ST ST --- ST ST ST ---- ST ST ST ST ST ST ST ST EXISTING 6" ��/ SEWER LINE y I LOT LINE I 7 3 WIDE GATE 1 21 r I Ii f., d ST ST ST - ST ST ST ST ST ST ST ST ST ST ST ST ST ST -- ` �� 23' ( LOT LINE PARKING LOT II 10 5 0 i 0 6' DECORATIVE IRON k1 I LIGHTING (TYPICAL) 23' Ii / PARKING ISLAND PROPOSED GATE - SCALE IN FEET FENCE WITH GATES 'il / ST ST ST ST ST ST ST VAN• -AC P ,tj ST ST +180 SF T - ST ST ST - ST ST "---» CESSIBLE SPACE ARKING ISLAND (ALONG CHERRY STREET) E; }, MECHANICAL EQUIPMENT SE SITE SPECIFIC PROPOSED FIRE W/DECORATIVE LOT LINE ±188 SF W/ NO-4 16 SHEET C2 WILL BE LOCATED ON ROOF DECORATIVE PAVEMENT 2 DUMPSTERS w �,,. s s -,. >: ' LANE SIGN PAVEMENT SIDEWALK - f tAMR II SEE SITE SPECIFC rA E- 5 '�'' jT �T ST ST S S ST ST ST r" T1 SHEET C2 T0.4) M7 3� L t rur': r u 1,t : r 5 7a r r-: ,G. S ST ST S� ST ST , S S J STNOTE 5 ~� wsai i^rtyy� CsmT tz CT F iI 1 tiYi3lris aI i Lr fit:•. mr sr-' u;•v7 _,tr -r; :'ta-ST T I Nd7 31 © C b x iy ;•P' pp'i 1 �•"f C •- -: ! i'TW!Y I:.,.i 1[._..s, h:�, ,.T. Ir.T aa.,u:u>•-Jh-1,,: 3d C F S !] w! - a r-- rr C:vc i is t-., •'t�., ptg „•... DO NOT ENTER- .,�s�l -,� S I. 7, r i ial!! I .,L Imo. N" �i+v� as S 5 ST' S ST : t�, PROPOSED DA EXIT ONLY" SIGN � xrt �a rmNf SIDEWALK R MP y:,.,: y"••j.;2a :+' rai. .l-= = ay,..,[u, '•s•- ,,; �i Yi:.y: : r• 'y.... . i• 1 � ,, r {'�� .. ...r„a .Fycti^.. w..:rr `.,:f7;. 3r<•+r•jat •.?.Y•�Y:• •.7•;i."':..:.v%ai2r:..��'9:'��;•r•.:r; .o " '` \. il'+ii• •ZI •>�R�-yxi.•t-i•:.f. JwI� •Y:n Lr •a t_I a•�' i:N.•l.:•''r i r'. '•'i �:Y ram, �•_.,, �.+t" •• ;'•>ty,•• �j , rc rFa ; r• ..! „f !' ..x•:•' 'y'.<::y ' y- "Pv ` ..ht r <t' r 1 � tJ� :•Y. tii• wa Qr }:f .+'� I •_ 5T 8 it •, c.•( ,,„ <r/.�s• .%`r I:-.•�'1': t•IS" rr•' i;'•=: d`¢• .r 11 .:.,r.•'. s.t;a '%' r•' ? .1• �.Ct^ ^.. lr i,,m ..r r.r-rivi :.,. + ..i EXTENDED C tjJ URB . ••r--_--�'` f e =y' j+ i7. .d. ,kY`r _ . r. T. f.:a . J-a• rt.• r b N vJ-. •i' Yrr' ,r,"� , r.i•.f••u: 'r, <.t'1K f._. :P^ r .:. f. �' ! 8 9 PARKING "SPA/� SPACES ..+c:" c .1y .•{•':..:l r•., .y �; if�fir.::,r...r ,.. -.�✓ ,,,.. a:,..,• ..• "i_ a :: ROOF GUTTER r,.i^r. •:t• �i.-.••t' .:.^• ...•. ��: F... <,• ,f:'- .,••�,,t.._ ,r ii HEIGHT tJ� : ,:�' t, • .ti ca t VARIES{ ,r.i3'.,r- ir_• r!••..1.. J•'• :r:. k.}. -< �, .r•., ii,/.. •.Y�:,,T Jig W > 2 HANDICAP SPACES. ix .: r:ai).= ,Ly.- ',�::-�:r �' DOWNSPOUTS <<3r_ '=:.s?:� ��.. sr, •\ � ALONG . }.: r '1;-- a- �� r 4 ...- , ., .. v.. r•--�•.,_� t. -• z. r•,•r=. A G DRIVE • i' 9 Yttrr_ tiJ:.,. J° �$::,+.: • <t: ::. _ , ,:i �'=r ,rLi., t< .s±..tr:.•5:..• t ^``:+: f•....' ,T• ' r - Lv [ i ( ,.r. .0 t `• e _ .G. r�,�-^ '• .r\ • a TYP. r•F; ; rs: x�.,; SEE GRADING PLAN y - TYP. Gr'£':. tr•'t.:f:n'r•'VY' .-'e•�s., p,�p•�.«i:.-.A.Lie.re)a+e:.1. 4i5':.i•..; c�w.c<1.�9.e:••�J:: -•�.S -Bi Lv Q• Dr p i? ,tt� �y .a •i. f.,.._.. r. .�. '^°.fJ° Y.L r ��5 ui*-, ..f._• v ,e ,...... ^•A w(. - ,•`,f .:v.. l..ar .e.•r.C.i;,"w ...1.. ,,,,,,,R.r;d^fi.:::,'i.`•'!<:<y!pag�•r•;",.,! t y TYP. . a•`:.w'rr;.F,at'i�.z:� ?P. t�lr`. �[yy'/y: •�'j rnrr;,.;• - '•:•,� r rj . 4 r,\ R • l�'ral kC:f/'T .i.S... •., : t\.\''_ I'..;.J' +( fit. � t � FNyt-y[JJrr{-{'(7 h•:. t 1'^ f ".`^","..._,'^+.._ - ,1<,••4?, a,Tt• ::<•• r`,:..'T ry "• l,wji+• r:•�(i ',%i >.i ,rYl• ..J D - PRO OSED 6 SIDE ALK I ' 21 ,trr. „1� - a . r•• �:• c; .7 tir,,,.. , t - ,:' - :,f•-.4r.at'F`•.,o. .L"rr: '.',;i'. 'fit t";: ', .i ..r %•:i'r. `/, �\ 1�ot: �:n }��' f a .a r •T;., ..\,h;.,••! .rt .t- _ ? r• i• r ,,?.r...••.�}. s•ry`.:._.:S � p I."' _ � i ;Y \ - :"k}: .'e',dv rs. t,.[t•+ '6_(: U••Y...r<d <^' rJ••: ±4,t%'.`'f::r.�at'L:-,':,r:-, ...r 7r:i•r. . h •1 -.a s wr.. •f,; r.i .te. r ...t:s' ?:r<'�;.i.-T.'di.v� { �' �{ ! �! • ti. r' ...<:� �•:.;',.:! ,; sFr:-�/.,;:rA•- ,_.,r.�sr: .�, • fi CEDAR ROPOSED �r, i ,. '�i:;, ,. � :t:,,Jti.,�, :°��L?•r-�:-: y-,,:r ��, PRIVACY FENCE O i �, s !•'•• f�5tf.f`-�i'��rrrif,<:;k r:F°:. t •"?..r.:°'z.....,t � - tl"", I 'c'ia.•.'-:.frs "�...ld,_r: Y.s _ l'':',<,''a;• "�: -r� .a DD• RELOCATE`: t•-v tr t #c t 3 ..,, r _.s .< r it-Z f,.. • t^ :st`• i' t, h 4,z •• tt:, z. nr. �..J, : w STORM S w!r• ��. L t{". i r � � � .. 1.J... J. ,r.t• ''•^rri;:r.riit - fy- i J r r e• • •a _ . i...fr..'r,_! [ �r .li•.::- I ..N•,,::. ; Z : • i6 rf �..� .. p •< '61' ' • '. a . •,r r)..6Jn•fya L'.r.,if.« W D •;.. ;� O e , .g , a .. • . D ;. .P e. � a J • 1s.....F;.-s.a':t.:r.,s. ..o-•ir , p • 23' �/ A p ° 6 n to :P ^r%ar:i er. raf? ?•• ;fi I a v • ., . p a D o-•.. a e. D i _ •.s:%?: ry rr > FIRE LA i t i "= ss C Da p trn PROPOSED BIKE RACKS a :D b } }'fIP<T :rrr POQL NE PER FIRE LANE D d '. ° e'•:i - e • D ,,:,: rk: ,,.:.:r: ..(?r .: )';7r i �:i r. ,_.•3•� k '•T' -(' PROPOSED PRIVATE IRRIGATION LINE: r ,.x.: DETAIL` & NOTES ON SHEET C2 ��'.j� �/ n ° ' ' p D ► a ' 6 ° ° p 24 SPACES D p �r"�ta k.',r' ATy'%r x� .; %j` i t1 ..1.��r-•-1✓ L fi••.P• p li ( ) .. ,Dt D °' ♦::a.-rr.'•^,.:.•c, +!�.::p:' •D E WITH SLEEVES UNDER SIDEWALK - !a o C� i s D o- a D• a :r.; f ,..•: `�'- ",: ';.r.• e Q .p � a. •D f._ ,AF•,f`-.f•.t9G': r,'V.FS'•'. •`•J:v %{ ..J {•'_�M U d o a w a Y a} ri. r 'ei r cr , ar! tT J,r.... REFER a e a :,ru r .1 r ,tTI _ _i' `r�•:--., v PROPOSED WALL t�• E ER TO IRRIGATION PLAN FOR DETAILS p ,,,,; <:r: .•._•"'7a _ - ST •t• e fr _ ,, (-----� + _ j`i.: •_?.i�,:�. •r•°'.. y ''ter::»`.^'''e�•': t'ST ^r{ ,,, .,: ^.r _:!••:rv.klp_rn ,�w.••":. .�Kr.,/. ^:.{ 1 ST---•-:•••: _ PRQPO5ED v� D a: '-•3 :..i:. r,-s.:. ' -a; 's•f - ' .c i •D , • ° sr -t •.D• ( ri❖:S�d+fiilr'S _.{•i.+r P j.:, a`• �r 2 � =2.. •�'>ti� _ - ADA r r ---.. �6-..,,•' i } • b ..;;..`_.:'':r:r rrgY�l. .,:, rrJ;..... PROPOSED PUE I A -"--_• n 5 p•_•- 1 I :: r';, s, .,,.•w•Y>,:i ,^;..:,. n • ..,arr•y;.i. .. •rx .,r. .. r..r - �. - I :tr> ; {.. ,� _ •._.`.:,' """t-+•-t.:•4 a -.S ..Y a5• .:f.. ,rr .. ter,. r •Z. .. r. rrJ•. ..:/•t •r:i '/,.•y<• :.�_ C'r:•i'P' BY SEPARATE s D'• a , r.3�D ::_�t-yyqq t •r <L D: ! r ,p•:iyt .r 2v .LJE:i.. :• }f •qr. :.rs > .rtr., t; W i� `-`•-...n . Q p • J"1 . A "•:J+` "t. f:,ii.e._w ci., t St,c 4:. r:, i . ♦^:i °,'•'..c-?T-r.,.w in -•--•"-•- •,� D _.... I I :-.l•.'.t, .arF�J'•yr , t,i,.n'dt,..g,�,.:• •r}}•,.,Ir.,• rt 22.1,Y, ..f. tg ..: ry "Y ...,?..dt:1•r:•::. ,t' • .r: ,1 : F. v J s? P ; C.,i•t' G;r ri»{' • .. INSTRUMENT 1 �a <.• �'.; ,�•... .!. ,�: .r�•�z 1.••r• f 70 LF TO •a ) '-'�`� - 3tw. «; r✓a • r:,,;r r .;t,:, • ?.• ` :.,.r-, ,,, 'a 5-6 - � .a ri•= '.J:^t ::.;'� ,r, r .±•.�}u•=_,.si...•r ;.:M. <•�Y. f�'1 r ' ia• �ra1 ( j�j •a• S :r•"r• ^.<••"±•� ,• .:«{.•. f�.,r._ rs; «.w+•✓° i.sP"S „•,1., .1 :,y;+'•t.. r. 5 p .. i. ir} •a ,C '.<r . r rr•n 5f •'r :+ « . t' �` •n i ` ! _ K+ TAUBER ST r •:r a rr.r•' y.. is t1w • r'.•C r. j(¢pC •ram y is i f.,..^:' t t t I•J wi- r J' •n• •t J 't • f' C � � -_.. •-" .f b•• ,.�'• f/•+ 'tl-,a •ri i.•i,n'rt : 1.� Q :l""� - a "•• r .. 7: ii.y -r7i r•.ti:e • ✓. 'i f'3r •a ntt� © n= 1�t � � ... .•-,• r � D' a ST •<•^-r:�• .,! {;.r•. .w..r._...., •"h` �� ;; S" i; � I r" ,! ,. .D r•••x,:, �-•rrdi'r ✓7+'-,r-•+t y..a� d p. D' a-• rl L a D b o VPROPOTfz J .� - _ • r ,f '� D aS � u is - � r e T' SEWER wE Rvl � :Y CE .. r 8 f, .D i, a { 'k E I /•m ti CL , � 2❑ MAX 4 3� (i � t; ql ! � '!" .r D ° 4 D . p . � . �Q Q {- 'cQ1 _ NORTH, ! W 10 MIN 7 f s :`GATE PROPER APARTMENTS -� A.. BUILDING SETBACK1, _ , .st j o o �: ._""~-•7---•--•-_ �• •�c� =�� f� W u n n r � _ O 4 e t. ', BUILDING SETBACK I " � e 3 3 & 4 STORI �.o.._) a .._.-� S� .-�-�-�--� - a •D f.�' � i o � f ' p, ��?I '�-T•-• y4: f j� O y. 55 MAX. BLDG. T. DOWNSPOUTS ,, l L _ o � ,(� .e i yi: � �i ^, `�l. `�--`---L_��i a I if •r a; ! / V .. T D (TYP.) r o ,r {: FF 348.30 ::r o ooa l� ,• rC ea 000u ru �if � � �:E Z 26,603 SF z _ _ �„" _J �� „ Na f ' ,�• , a ,y. � / � ;if r I r) � ,i•!" /, � � to J I - - .---•._..1• >rG`.., E RATiVE IRON o r.. ,.,a li ;i . 9 r - "` it S. !,i u, k*° _ 'q� W - : LIQ �I _ WANbRAIf_ PER 32 1 BEDROOM UNITS +! �`;�[i)�]a FENCE WITH GATES z o 0 zap a1 :I I •D• lc IS-it,l! � i%ll ;,i .f..• ,ii. �r e-. sj�r iP ARCHITECTURAL gETAILs-- �, = I,, , �: o o 0 � S o ,: 1 2 BEDROOM UNIT D r � PROPOSED VARIABLE r:. � �:; �m N I � •-"^.+_~ �� i � 1C+., r�' � i; �_^--+. a >i's Ij J I �}j;' e.. f�,� p N rn l D' s 4." SOfto L � � •--� ,.. . � '' : �. WIDTH PUBLIC UTILITY - y' ;? AND ACCESS EASEMENT -_ l n }„+ Y r o W r g e _`____1 s` BY SEPARATE LiaLr ',,r:u_u,.. o ISOLATION VALVE �,_.� r I ti, � yf I r ; R$ ¢ Q r•- 4•'. y SEE NOTE 17 UNDER a o PROPOSED ADA 5-- � -!.. ��3T _- S �- -� _w___--, 3' „ " '. '•p ��•-_____.,� €i' _ INSTRUMENT r ` i � ; w s� � o r J SIDEWALK RAMP t�i: "._..`:.---•.•_.: >~. �• SITE SPECIFIC NOTES �. - a' r�-.-..,�____ z; j � � •� � to O ° - -- PROPOSED 2" WATER .�: PROPOSED FDC .,: a 5' -" T =--- �' a " L METER SEE INSET A ,• N o _ _ ter--- r HANDRAIL PER , i - t STING E - ;+ _ - ARCHITECTURAL DETAILS --� _ EXIUE �y � "`-�,- __. ,,.,,_ • ---- , � - ' ,,j-'' tom. STORM INLET " U (JE o EXISTING 4 STORM SEWER LINE U o UE uzf„�i EXISTING 24" STORM SERVICE PROPOSED SIDEWALK I EXISTING GAS o, f BENCH (TYP.) LINE PROPOSED 8' n:,t. SIDEWALK W/ r EXISTING , t. _� C :. , , PROPOSED - ELE TRIGAL � BRIC EXISTING 8 WATER LINE •'_', Urw +� W 8 ,- ` W. „ EXISTING UNDERGROUND -�` EXISTING 1.5" WATER SERVICE ELECTRICAL SERVICE UE �=8 CAPPED AT RIGHT-OF-WAY EXISTING FIRE HYDRANT �- _ ~''`'~---_-Ue ``"`----_._W-8 fie PARKING i ANALYSIS UE .��--w-s NORTHGATE PROPER APARTMENTS `"`�---- UE --'.. " `-W-8 REQUI$FO PARKING: `"--""" - -- -. '" '- UE "``--- 34 BEDROOMS UE _f 1.125 SPACES PER BEDROOM (NORTHGATE) 38.25 :PACE: REQUIRED TOTAL ��'•-® BLOCK COLLEGE STATION, BRAZOS COUNTY, TEXAS PROPOSED PARKING: /� n D 7� 7 34 SPACE: NV 1 11 rA 1 L' !- rt l: (J L R FEBRUARY 2013 SCALE 1 "=10' 2 HANDICAP. SPACES TAUBER Ai,DDITION 36 TOTAL :PACES PROVIDED A.L-AR .1 1V1 EN1 6 WNER/DEVELOPER: ENGINEER: *ONE SPACE IS BEING. PROVIDED PER BEDROOM. VOL.. i i33v PG. 182 BONA FIDE ACQUISITIONS, NO VISITOR PARKING IS BEING PROVIDED DUE TO THE Tip Q SITIONS, LLC SCHULTZ ENGINEERING, LLC. AVAILABLE CITY PAID PARKING IN THE AREA: AN C`()LLL'G '�"ATI011% TL',XAS TOTAL AREA-- 076 ACRES 4400 OLD COLLEGE ROAD PO BOX 11995 ADMINISTRATIVE ADJUSTMENT WAS GRANTED TO PARKING 1 BUILDING 26,603 SF BRYAN, TEXAS 77801 COLLEGE STATION, TX 77842 SPACE REQUIREMENTS ON APRIL 9, 2013. 43 UNITS ACHE (979) 703--8925 (979)764-3900 ■ THE SEAL APPEARING ON THIS En. f i n .: DOCUMENT WAS AUTHORIZED BY g, LLCJOSEPH P. SCHULTZ, P.E., LICENSE 2730 Lon mire Suite A NO. 65889 ON MAY 15 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 CITY COMMENT REVISION DLD 05/15/13 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE 1 MARK REVISION BY DATE KERR JPS DLD JPS 12-204 MAY 2013 PROPOSED PROPOSED FIRE 20' MAX LANE SIGN B y 1 UILgING SETBACK :�,:��T =-_=�I;=,�� -'' •-•_. �-._..24"RESIDENT .tt. ..�. •} '^ PARKING ONLY" 127 TO FIRE i j,, {��...? „ - <, .. N : •'', '► . * : , . HYDRA ,, MANHOLE "` ' .'f+n:' K PAVERS ■ HYDRANT ON N � t NO PARKING EXISTING 1.5 WATER. WEST SIDE OF rflt EXISTING UNDERGROUND SIGN SERVICE CAPPED AT P OSED 1 PROPOSED ADA ....,..I,' 10 MIN „ ----- RIGHT-OF-WAY '` - --- --- , t�,c>. ELECTRICAL SERVICE I iGAT10N METER -SIDEWALK RAMP �, BUILDING SETBACK CHERRY STREET S-6 S-6-- -=5-s S•-6 - S-6 S-6 - i�i PROPOSED ADA 5-s ;.,,k.. EE INSET A 510EWALK RAMP : EXISTING MANHOLE ' r �,.-��`-�"----5 6 S_g S_s o EXISTING MANHOLE t�so Lr To S 6 S-6 -6 SHEET C2 ;' RiM=350.69 �, RiM-343.53 -' W-8 rrxs xrnlatuvTG'�k --� - s-6 S`- FL=343.87 � FL-339.27 UE W-8 W-8 TAUBER STREET-•--•---.---W-B Fs� ti ,x;" ,<,„r., � PROPOSED 6 S g -- r.%,,4- UE -____ _"_` _- ---W-8 ' ` T _ PUBLIC WATER LIN EXISTING 6" , [t,• S-s S-6 - SEWER LINE PROPOSED PRIVATE ST -- 3i& UEPT ST E ST S N UE -------•-- UE __________..�.,, uE 50' ROW --`---"-yy_8 --- � •°',r -�•.�.x:< W 8 rsh•{" u• IRRIGATION LINE WITH / -`_"" --yy g r PAVEMENT WIDTH VARIES UE _ UE "`--- -- UE -_- UE -_ ""'--W-8 EXISTING 1.5" WATER SERVICE SLEEVES UNDER q' UE ---------- CAPPED AT RIGHT-OF-WAY SIDEWALK - REFER PROPOSED TREE & ----- yV 8 x UE WJ [; - `'------ 8 EXIS11NG 4" STORM W`8 '-EXISTING UNDERGROUND UE W ZE TO IRRIGATION PLAN TREE GRATE (TYP.), UE 8h FOR DETAILS SEWER LINE ELECTRICAL SERVICE W EXISTING STORM INLET NOTICE! 8 EXISTING PARKING E`M M " 4�• uE W-8 PROPOSED NO PARKING SIGN SPACE TO REMAIN tTv THE CONTRACTOR IS SPECIFICALLY CAUTIONED CHERRY STREET LPf, W-g taoo Lr TO VICINi 1 II. MAP THAT THE LOCATION AND/OR ELEVATION OF THE BOYETt UE `�--- `'`- �`'-W- rlr RYnRWT EXISTING Q EXISTING U11LI11ES AS SHOWN ON THESE PLANS IS BLOCK 22, LOTS 1-4 & " ' ? U 8 SIDEWALK k BASED ON RECORDS OF THE VARIOUS UTILITY BLOCK 4, LOTS 8-10 & ``_ "--`----t; E ASSOCIATED BPP +. COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS ZONED NG-3 4' TAKEN IN THE FIELD. THE INFORMATION IS NOT TO 7609/148 BE RELIED UPON AS BEING EXACT OR COMPLETE. r aE HYDI�T IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID Q, I,vGnna+ ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED r _ LINES, AT HIS OWN EXPENSE, WHETHER THE j GO UTILITY IS SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE $ UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. CONTACT INFORMATION: TEXAS ONE CALL: 800-245-4545 LONE STAR ONE GALL: 800-669-8344 do DIGTESS 800-344-8377 COCS ENGINEERING 979-764-3570 COCS UTILITIES 979-764-3660 BRYAN TEXAS UTILITIES 979-821--5865 ATMO5 ENERGY 979-774-2506 VERIZON 979-821-4770 rrorroscnrz SUDDENUNK 979-595-2429 SCALE NOR T1LrA TE PROPF.R APAR TMENTS I.�� LA.�VERTIGaL NJA ------w- I y ONTAL 1:10 > F 4 LOTS s- f a, BLOCK z, TAUBER ADDITION ., IE 1ED FO, R ;tw e�•y•a,� �, I r PLOT 'ING SCALE: NOR THGA TE -- COLLEGE. STATION, TX 1� I 1 NC�E COMPLIANCE ; rriCFILE AME: 12-204 MAY 3 0 2013 07L +w rii iUN i DEVELOPMENT SERVICES COLLEGE S,-T1 T10 y +3� i PLAT PILED:.- Tk _ EN INEE IN�� _ � '`� ER051-O& SEDIMENT CONTROL NOTE& GENERAL NOTES 1. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND CONSTRUCTION. UTILITIES, NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. 6" Cone, Pvm't 2, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY 70 MINIMIZE EROSION AND PREVENT 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 6' Curb -- Cleanout SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE 4 AS NECESSARY. 3. ALL SITE WORK CONSTRUCTION IS TO BE DONE IN CONFORMANCE WITH THE BRYAN/COLLEGE. STATION 2012 STANDARD /k � -+--i' DETAILS AND SPECIFICATIONS UNLESS OTHERWISE STATED IN THE PLANS. ALL CONSTRUCTION SHALL BE COORDINATED LEGEND /'', 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. WITH THE CITY ENGINEER'S OFFICE t/ INSPECTIONS- SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2' OR MORE. THE CONTRACTOR 4' Drain Line RESERVED • 12"x16" REFLECTiVE FINISH METAL SIGN SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E. STORM SEWER, ETC.) SHOWN ARE TAKEN FROM SEST Perforated PVC AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & . LINE TYPES w/Geotextlie Wrap \r-- 4. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO AS TO PREVENT INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHO / R IN WN P0511TONS MAY NOT REPRESENT AS -BUILT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. CONDITIONS. : 5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES GENERAL PERMIT NO, T SOOOO REQUIREMENTS FOR CONSTRUCTION 5, ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL SITE PLAN. W-8 EXISTING WATER LINE, SIZE NOTED 8, SITES. VEGETATION ALL AREAS WHERE EXISTING VEGETA ON AND GRASS COVER HAVE BEEN DISTURBED BY CONSTRUCTION SHALL BE 6. EXTERIOR BUILDING AND SIZE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT W-6 PROPOSED WATER LINE SIZE NOTED ' Irrigation Line (See Irrlgation Plan for Size) ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL GROWTH IS ESTABLISHED. ALL EROSION CONTROL ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT. THE PROJECTED CONE OF LIGHT MEASURES SHALL REMAIN. IN PLACE UNTIL. ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND IHIIN REMOVED BY CONTRACTOR. DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WiTH THIS SECTION WILL BE VERIFIED AT THE _W_W_ EXISTING WATER SERVICE 71ME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 7. INLET PROTECTION TO BE INS P D EXISTING TAILED AT ALL PROPOSED AN X! 11NG NIETS ADJACENT TO THE PROJECT SITE.7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. W W PROPOSED WATER SERVICE OFMOLJMQN &.COHGTRUGTTON NOTES! B. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WiTH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT 1. ALL CONSTRUCTION ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING SHALL BE WITHIN THE LIMITS OF DISTURBED ORDINANCE. - - S 6 S 6 EXISTING SANITARY SEWER LINE, SIZE NOTED AREA SHOWN ON THIS PLAN. 9. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR CONDITIONING, ELECTRICAL METER, AND SERVICE 2, THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SiTE PRIOR 70 DEMOLITION. COMPONENTS, AND SIMILAR DEVICES, WETHER GROUND LEVEL, WALL MOUNTED, OR ROOF MOUNTED, SHALL BE SCREENED S-8 PROPOSED SANITARY SEWER LINE, SIZE NOTED FROM VIEW FROM RIGHT-OF-WAY. EXTERIOR SCREENING MATERIALS SHALL BE OPAQUE AND THE SAME AS 3. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN, PRIOR To COMMENCING DEMOLITION WORK. PREDOMINANTLY USED ON THE EXTERIOR OF THE PRINCIPLE BUILDING. SUCH SCREENING SHALL BE COORDINATED WITH RIE BUILDING ARCHITECTURE COLORS, AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. ACCEPTABLE METHODS OF SCREENING VARIOUS EQUIPMENT INCLUDE ENCASEMENTS P AP A S S EXISTING SANITARY SEWER SERVICE PARKING [7,q " " - 3" f FINISH M SIGN 2 x9 REFLECTIVE METAL G 6" ACE - STEEL REINFORCING BARS *: CONCRETE PAVEMENT 2.2 GALVANIZED STEEL. TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE Q1 • v a • s ;� . •, .•; GALVANIZED STEEI. CAP WELDED TO ' •n ';.. ' :. '`�'.,_.. _a=--r--+o•+�-' may,; .-m..•a TOP OF TUBE PAINT TUBE AND CAP. ° ':, e • •`+ .. a t X 1 1 AR ET W LL,S, PARTITION SCREENS. AND BRICK WALLS. -__ ' � � f 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. S S PROPOSED SANITARY SEWER SERVICE -' ( I i 1 6" LIME STABILIZED SUBGRADE 10. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH LIDO. ...,'�. � [� I l ! NOTES: � S. THE CONTRACTOR SHAD. TAKE ALE. PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD SURFACE. (EXTENDS 1 OUTSIDE THE EDGE OF PAVEMENT) 11. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE: THE LOCKABLE LID SHALL SUPPLY - L 3 THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID, AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL ST ST -- ST EXISTING STORM SEWER PIPING 3" 1. ALL Ci•IARACTERS MUST BE 60" : 6. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE.DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR DESIGNEE, PRIOR TO INSTALLATION c ((�� p MINIMUM ABOVE GRADE OR SIDEWALK. # " " ORIGINAL CONDITION. OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. ST 51 ST TREE GRATE \ATE DETAIL �. S"-.- * Xp 5 OR 6 AS SHOWN ON THE PAVEMENT PLAN 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THiS PLAN BE FOUND ON SITE, THE CONTRACTOR 12. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY' PROPOSED STORM SEWER PIPING 6 PAVEMENT - USE #4 BARS 0 18 O.C.E.W. SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY REQUIREMENTS,ADA SIGN DETAIL * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. WORK IN THAT AREA 13. ALL ROOF- AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT GAS GAS EXISTING NATURAL GAS LINE TO BE VISIBLE FROM ANY PUBLIC RIGHT -SF -WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE LOT, MEASURED FROM A N.T.S. .RITE aEFCIFIC NOTES POINT FiVE FEET ABOVE THE GRADE. UE UE EXISTING UNDERGROUND ELECTRICAL LINE , TYPICAL CONCRETE PAVING SECTION 5 (Minimum) 6 Varies 6 1. THE OWNER & DEVELOPER OF THE PROPERTY IS BONA FIDE ACQUISITIONS, LLC. THE SUBJECT LOTS 6-10. BLOCK 2 OF THE TREE PLANTER NOTES: N.T.S. TAUBER ADDITION. THE PROPERTY IS ZONED NG-3. NORTHGATE RESIDENTIAL UE UE PROPOSED UNDERGROUND ELECTRICAL LINE 24" 1. TREES SHALL BE PLANTED? IN A MINIMUM 4-5 SQUARE AREA OF TOPSOIL EXTENDING TO A DEPTH OF AT LEAST W. A 2. PROPOSED BUILDING IS 3 & 4 STORIES, TYPE VA -SPRINKLED. MINIMUM 6' GRAVED.. BASE SHALE. BE PROVIDED BELOW THE TOPSOIL FOR DRAINAGE., THIS WILL ONLY APPLY IN AREAS AE AE Grate From w/ WHERE THE SIDEWALK IS NOT STRUCTURAL. OTHERWISE CU SOIL MAY BE REQUIRED. EXISTING AERIAL ELECTRICAL LINE Cone. Anchor (typ) Brick Paver Side alk 3. THE MINIMUM REQUIRED FIRE FLOW FOR A RESIDENTIAL BUILDING IBC TYPE VA OF 26,603 SF IS 3,ODO GALLONS PER MINUTE. Tree Grate (See Detail) » » THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW BY 50 X (1,500 GPM), ONE FIRE HYDRANT 2. THE FOLLOWING SOIL SPECIFICATION SHALL APPLY: (Neenah JR-8713 Ej rj 108" AE AE PROPOSED AERIAL ELECTRICAL LINE �, 15 REQUIRE{!. THE HYDRANT FLOW WILL BE PROVIDED BY EXISTING HYDRANTS. " ��... Y4 R AT EACH END A. THE CITY OF COLLEGE STATION WILL ANALYZE THE SOIL AND MAKE THE DETERMINATION AS TO ITS QUALITY, THE CITY 1.9 4. THE DENSITY IS 43.2 UNITS PER ACRES (33 UNITS AT 0.76 ACRES). RESERVES THE RIGHT TO REFUSE OR REQUIRE AMENDMENT OF ANY TOPSOIL THAT DOES NOT MEET THE SPECIFICATIONS T T EXISTING UNDERGROUND TELEPHONE •" • •,•' ,; ' •' _;:.••p • x , OF TABLE 1 BELOW. 5. THIS PROPERTY IS NOT WITHIN THE 100-YR FLOODPLAiN ACCORDING TS THE FIRM FOR BRAZOS COUNTY. TEXAS AND , : rgy%§TRtlCltjRpl :• .;:.... 3" " ,► INCORPORATED AREAS, MAP NO. 4804tC0805E, EFFECTIVE MAY i6. 2012 B. ALL SOLES EXCAVATED FOR FOUNDATIONS OR SIDEWALI(S THAT ARE B HORIZON {SUB501L) SOILS SHALL BE MOVED TO T T L y. ,. ;•, 5 Co= wj C q�• r R 5 PROPOSED UNDERGROUND TELEPHONE IRQaR EQurvALENT :; P1 O 12. O.C.E.W. aj tij NON -PLANT GROWTH AREAS, OR AMENDED TO MEET ALL SPECIFICATIONS OF TABLE 1. a S. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WLL BE DISCHARGED INTO THE STORMWA7ER COLLECTION SYSTEM OF Stub. Subgrode !Q• .. .. .;.t.._•...: :-aft, Undisturbed » CHERRY STREET OR 7AUBtUt STREET DETENTION IS PROPOSED IN AN UNDERGROUND DETENTION FACILITY C. BEFORE TOPSOIL 1S PLACED, ALL AREAS THAT RECEIVE PLANTINGS WILL MEET COMPACTION SPECIFICATIONS -- -- - -- -284- - - - - EXISTING CONTOUR, ELEVATION NOTED' 1',� u , Earth (tYP) 24` 7, DRAINAGE AND GRADING INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS D. BEFORE THE TIME THE TOPSOIL 15 PLACED AND PREFERABLY WHEN EXCAVATION 1S COMPLETED, THE SUBSOIL SHALL BE Irrigation Pipe (ach. 40) 3 4 3 " IN A LOOSE. FRIABLE CONDITION (LESS THAN 1400 kPo) TO A DEPTH OF 2W BELOW FINAL TOPSOIL 284 PROPOSED CONTOUR, ELEVATION NOTED w/3" PVC Sleeve i ,� 00 6 7 4" �. 8. THE DISTURBED AREA FOR THIS PROJECT IS 0.76 ACRES (33,106 SF). - (See Plan for Sizez) p „ 3" 3 ��+ �! E BEFORE TOPSOIL INSTALLATION. CONTRACTOR SHALL GIVE THE CITY 48 HOUR N07iCE TO ALLOW INSPECTION OF THE r Undisturbed ndi turbe 2" 3 9. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. S17E TO ENSURE THAT SUBSOIL IS FREE OF DEBRIS AND MEETS PENETRABILITY STANDARDS. - - - - EXISTING EASEMENT - _ - - _ e PVC Perforated Underdrain 15 mil Moisture Barrierit TO. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. F. THE FINAL RESUL71NG TOPSOIL MUST MEET ALL OF THE MANDATORY CRITERIA IN TABLE 1. IF EXISTING TOPSOIL FAILS Wropped in Grate Un Fobricrdraln 6" Layer ofT T IM M IN ANY OF THESE REQUIREMENTS, CONTRACTOR MUST AMEND SOIL AND/OR IMPORT SOIL ACCORDING TO THE CITYS I I I M I W SILT FENCE (FLEX-Draln or approved equal) 3/8" Pea Gravel (as Manufactured by Stage Industries 11. THE DETENTION AND DRAINAGE FACILITIES SHALL BE CONSTRUCTED FIRST. . RECOMMENDATIONS IN ORDER TO MEAT' LISTED REQUIREMENTS or approved equal) �-+► 3"L I t MIN. 30' MIN. PROPOSED FENCE 12. ACCESS SHALL BE PROVIDED AT ALL iiMES FOR CRY INSPECTIONS, MAIL DtLIVEftY, GARBAGE PICK-UP, D1At A -RIDES, iJTIUTW; G. FOR TOPSOIL INSTALLATION SPREAD 2-3" OF APPROVED TOPSOIL ON EXISTING SOIL 3ILL. ADDED SOIL WITH A ROTARY „ � 6- [:-30. � 6' � � 6 SCHOOL BUSES, AND OTHER HEALTH AND SAFETY -RELATED VEHICLES. ACCESS MUST NOT REQUIRE DRIVERS TO EXIT THEiR SECTION A- A TILLER THAT IS SET TO A DEPTH OF 6 . ADD AN ADDITIONAL 4 OF APPROVED TOPSOIL 70 BRING THE AREA UP TO r o VEHICLE.GRADE. FOR INLET i 4 "�"�" #4 BARS 13. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION o . X 1$" SMOOTH BIKE RACK DETAIL UTTLlTiES ELECTRICAL DESIGN FOR THIS PROJEG7, REFER 70 UTILITY SHEET AND CSU ELECTRICAL DESIGN PLANS FOR DETAILS. TRAFFIC DIRECTION ARROW EXPANSION DOWELS CSU ELECTRICAL CONTACT CSU ELECTRIC PROJECT COORDINATOR N.T.S. CiTY OF COLLEGE STATION UTILITIES PH: 979-764-6314 14. THE QUIPSTER ENCLOSURE SHALL BE B' WOODEN PRIVACY FENCE W/ 2 - 12' DEEP X 24' CLEAR INTERIOR OPENINGS 8' 5 (Minimum) Vanes 6. CURB DETAIL TALL, THERE MAY NDT BE ANY OBSTRUCTION IN THE CENTER OF THE ENCLOSURE THAT WOULD KEEP SOLID WASTE SERVICES FROM SHIFTING THE CONTAINER OVER. ANGLE THE CONTAINER SO THAT IT WILL NOT HET THE GATE ON THE RIGHT. THE NOTE: N.T.S DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEMENT. THE PROPERTY OWNER ALL WHEEL STOPS SHALL BE CONCRETE IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE 9" Brick Paver Side alk 15. THE LIFT DUMPSTER GATE SHALT. OPEN 18W & THE RIGHT DUMPSTER GATE SHALT. OPEN A MINIMUM OF 90: g'-0" (See Dotal) 16. A KNOX BOX SE UR17Y C KEY SYSTEM SHALL BE LOCATED ON THE BUILDING, A KNOX BOX SWITCH ON EACH GATE & KNOX CAPS ON THE FDC. ,:h y i• y i �:: i. ^. L.. ;:t 27) STEEL SLATS » ::'..:.....:.:." 1 2 x 2 SOLID :.r.::.::,. ' :. 17. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE, THE LOCKABLE LID SHALL SUPPLY THE "�"` �~ . ';. '':. :; ,:... ;:.• o •, � � ARE FORMED FROM SAME PROTECTION AS THE AMP OR USA. LL562 LOCKING LID AT MINIMUM. AN ALTERNATE LOCKABLE LID SHALL. BE APPROVED MIN, 20' SPACING :.;: .: ix7�5iFtE�CitiRAL :.'.::.: » » STEEL BAR, WELDED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. o ,. 5" Cone w/ X4 xl V SOLID STEEL 6" WIDE CURB ,�500,� memo, ":. `; a o 12" o.c,E.ty SEAT MEMBERS AND GROUND BRICK PAVERS :!NM- OR•EQUiVALEN't..� .. R EDGING GRATE OPENING Stab. Subgrade ,' seem. ,.4 Undisturbed FOR N SPECIFY MIN. Earth (tm) 1" THICK CU-STRUCTURAL CLEARANCE OF TRUNK •-:- -•- ''� ' '' '' - � trrI anon Pt a ech. 40 Y...; ,,; .,,;; SAND BED PLAN VIEW 4" W/3" PVC Sleeve ) = .. 5" THICK CONCRETE SOiL TREE GRATE #3 BARS I I Undisturbed (See Plan for Sizez) #3 REBAR (6" FOR DRIVEWAYS) POURED--IN-PLACE " 4 1 . (m) CLEARANCE Earth t 1$ O.C.E.W BRICK DIMENSIONS: - CONCRETE .,. CONCRETE � a 4 PVC Perforated Underdroiri 15 mil TAolature Barrier FOR 1 2" " » --�'- er d Wrapped In Geotextils Fobric 6" Layer of 7 1 is x 3 7� x 2 PREF. t t ` `y a {as Manufactured b 5te o ! (FLEX-droln or approved equal} 3/8 Pea Gravel Y 9 Industries O S: ANCHOR BOLTS t I or approved squat) 36-+-{ 10» 1. MODEL STEELSITES SERIES #RB-2$ r ' PATTERN: } DRAINAGE PIPE TiED i SECTION B'- B BY VICTOR STANLEY INC. OR RUNNER PRE -APPROVED EQUIVALENT. LENGTH: BOND �+ TO STORM SEWER 6-FT NOTES: CROSS SECTION END ViEW 2. ALL SURFACES SHALL BE #3 BARS 1. BRICK PAVERS SHALL BE HOLLANO PREPARED SUBGRADE ELECTROSTATICALLY POWDER -COATED STONE BY PAVESTONE IN RIVER RED WITH POLYESTER POWDER COATINGS. COLOR. TREE PLANTER DETAIL, - B � 3. ALL WELDS SHALL BE POLISHED UNTIL 2. ALL BR€CK PAVING SURFACES SHALL `� THEY DISAPPEAR, FORMING A FOLLOW A RUNNER BOND PATTERN AS N.T.S. CONTINUOUS SURFACE. SHOWN ABOVE. - 4" 5'-4" 4" 4. BENCHED SHALL BE INSTALLED ON A 4" 3. CONCRETE SHALL HAVE A 28-DAY THICK CONCRETE .PAD. STRENGTH OF 3500 PSI SIDEWALK BENCH DETAIL BRICK. PAVER DETAIL LONGITUDINAL SECTION 6'LWATERLIN �� { PROPOSED 15' PUE WHEEL STOP DETAIL BY SEPARATE INSTRUMENT WATER SERVICE S 4739'23" E 88.00' S 4T53 02" E 81.42 S 47'47'50" E 60,00, S 47'50'19" E 59.78' 77 T S' cT 5TU0 aL\ S .i 4 i �✓ �/ /� Z.� y_ �/ vv �/ PROP05ED PUE - i`-- U� •' l s tom. ....\.G.L� AND ACCESS EASEMENT LINE 1Emu 1_=® EMEi Mimi •-®s 1®IN 2 ' DOMESTIC WATER METER - a: .d. i 'i1tEE'WVLLL DETAIL t 2" TEE ( w 6" ISOLATION 1.5" WATER LINE A LOT 10 LOT $ GATE VALVE 1" IRRIGATION METER � BLOCK 2 . &REMAINDER OF o BLOCK 2~GRATE HALVES BOLTED 2" TAPPING SADDLE-'- Mr-_--- I * LOT 9. BLOCK 2 a & PORTION OF LOT 7 ,,, TOGEiIIER W/ (2) 3�-13x3 z ;v LOT B, BLOCK 2 w w ,, BLOCK 2 t S5 HEX BOLT &HEX PROPOSED I - v a NUT W/ WASHERS. NOTES: 4 WIRE LANE MARKINGS IRRIGATION LINE RIGHT -ELF WAY LINE z a, LOT 6 n 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED 1 ( z BLOCK 2 1. 4 MIN CALIPER TREE. ' RED WiTH FOUR INCH (4') WHiTTE LETTERING STATING �s ... "FIRE LANE - NO PARKING - TOW AWAY ZONE. ( I z 2. TREE GRATE - SEE DETAIL. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN i NOTE: FEET APART I PROPOSED VARIABLE 3. BRICK PAVERS - SEE DETAIL . � 066lEitiA1F.D -- -- -- --- -- WIDTH PUBLIC UTILITY i 1. 60" X 60" NEENAH FOUNDARY 2. A SIGN TWELVE INCHES (12"j WIDE AND EIGHTEEN _.........- -- --- -- `� yy r L'A1110N0 INCHES (187 IN HEIGHT SHALL BE MOUNTED iN A W W " W - -- - AND ACCESS EASEMENT CAST IRON TREE GRATE MODEL # 4. AMEND SOIL PER NOTES. CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE "" 2 WATER LINE . N 4p ""5eri, BY SEPARATE R-8738-A1. WETLY PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS K` 89,82 5. STREET TREE SOIL: SHALL BE TWELVE INCHES (12") WIDE AND EIGHTEEN PROPOSED PUE INSTRUMENT N4.m INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (BY SEPARATE -�... .,�„" 2. MATERIAL SHALL BE CAST IRON CU-STRUCTURAL SOIL 'TM LIY (127 WIDE AND SIX INCHES (6") HIGH STATING INSTRUMENT) N 40.43 35 "" ` ASTM A--48, CLASS 358 FINISH, AMERi"Q, INC., OR EQUIVALENT 1. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE 'TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON NSTR MINT) W 81,18 NOT PAINTED. SUBJECT TO APPROVAL BY THE, STANDARDS. A WHITE BACKGROUND WiTH SYMBOLS, LETTER AND �� `"""" ADMINISTRATOR. BORDER IN .RED, fV 40'43'35 30 15 0 30 N SET A w soar nULANESIGNDErAIL scALE IN FEET TREE GRATE DETAIL TREE PLANTED DETAIL - A PROPERTY DESCRIPTION N.T.S N.T.S s COMMENTCITY • r r •. , ■ . THE SEAL APPEARING ON THIS f °� I t Engineering, LLC DOCUMENT HU Z, P.E.€Z LICENSE BY �,A JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Lon mire Suite A NO. 65889 ON MAY 15, 2013. Longmire, College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 'MAY 2013 JOSEPH P. S FIRM # 1232 TZ ENGINEERING, LLC NOR THGA TE PROPER A PAR TMEN TS LOTS 6- 10 , BLOCK 2, TAUBER ADDITION NORTHGATE -COLLEGE STATION, TX S1 TE PLA SHE4ET 2 OF EVIMED FOR C0I-ItA$h MAY 3 0 2013 COLLEGE S-641-101- ENGINEERING SCALE VERTICAL N/A HORIZONTAL N/A PLOTTING SCALE: 1:1 FILE NAME: . 12-204 2 ' DOMESTIC WATER METER - a: .d. i 'i1tEE'WVLLL DETAIL t 2" TEE ( w 6" ISOLATION 1.5" WATER LINE A LOT 10 LOT $ GATE VALVE 1" IRRIGATION METER � BLOCK 2 . &REMAINDER OF o BLOCK 2~GRATE HALVES BOLTED 2" TAPPING SADDLE-'- Mr-_--- I * LOT 9. BLOCK 2 a & PORTION OF LOT 7 ,,, TOGEiIIER W/ (2) 3�-13x3 z ;v LOT B, BLOCK 2 w w ,, BLOCK 2 t S5 HEX BOLT &HEX PROPOSED I - v a NUT W/ WASHERS. NOTES: 4 WIRE LANE MARKINGS IRRIGATION LINE RIGHT -ELF WAY LINE z a, LOT 6 n 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED 1 ( z BLOCK 2 1. 4 MIN CALIPER TREE. ' RED WiTH FOUR INCH (4') WHiTTE LETTERING STATING �s ... "FIRE LANE - NO PARKING - TOW AWAY ZONE. ( I z 2. TREE GRATE - SEE DETAIL. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN i NOTE: FEET APART I PROPOSED VARIABLE 3. BRICK PAVERS - SEE DETAIL . � 066lEitiA1F.D -- -- -- --- -- WIDTH PUBLIC UTILITY i 1. 60" X 60" NEENAH FOUNDARY 2. A SIGN TWELVE INCHES (12"j WIDE AND EIGHTEEN _.........- -- --- -- `� yy r L'A1110N0 INCHES (187 IN HEIGHT SHALL BE MOUNTED iN A W W " W - -- - AND ACCESS EASEMENT CAST IRON TREE GRATE MODEL # 4. AMEND SOIL PER NOTES. CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE "" 2 WATER LINE . N 4p ""5eri, BY SEPARATE R-8738-A1. WETLY PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS K` 89,82 5. STREET TREE SOIL: SHALL BE TWELVE INCHES (12") WIDE AND EIGHTEEN PROPOSED PUE INSTRUMENT N4.m INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (BY SEPARATE -�... .,�„" 2. MATERIAL SHALL BE CAST IRON CU-STRUCTURAL SOIL 'TM LIY (127 WIDE AND SIX INCHES (6") HIGH STATING INSTRUMENT) N 40.43 35 "" ` ASTM A--48, CLASS 358 FINISH, AMERi"Q, INC., OR EQUIVALENT 1. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE 'TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON NSTR MINT) W 81,18 NOT PAINTED. SUBJECT TO APPROVAL BY THE, STANDARDS. A WHITE BACKGROUND WiTH SYMBOLS, LETTER AND �� `"""" ADMINISTRATOR. BORDER IN .RED, fV 40'43'35 30 15 0 30 N SET A w soar nULANESIGNDErAIL scALE IN FEET TREE GRATE DETAIL TREE PLANTED DETAIL - A PROPERTY DESCRIPTION N.T.S N.T.S s COMMENTCITY • r r •. , ■ . THE SEAL APPEARING ON THIS f °� I t Engineering, LLC DOCUMENT HU Z, P.E.€Z LICENSE BY �,A JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Lon mire Suite A NO. 65889 ON MAY 15, 2013. Longmire, College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 'MAY 2013 JOSEPH P. S FIRM # 1232 TZ ENGINEERING, LLC NOR THGA TE PROPER A PAR TMEN TS LOTS 6- 10 , BLOCK 2, TAUBER ADDITION NORTHGATE -COLLEGE STATION, TX S1 TE PLA SHE4ET 2 OF EVIMED FOR C0I-ItA$h MAY 3 0 2013 COLLEGE S-641-101- ENGINEERING SCALE VERTICAL N/A HORIZONTAL N/A PLOTTING SCALE: 1:1 FILE NAME: . 12-204 s COMMENTCITY • r r •. , ■ . THE SEAL APPEARING ON THIS f °� I t Engineering, LLC DOCUMENT HU Z, P.E.€Z LICENSE BY �,A JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Lon mire Suite A NO. 65889 ON MAY 15, 2013. Longmire, College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 'MAY 2013 JOSEPH P. S FIRM # 1232 TZ ENGINEERING, LLC NOR THGA TE PROPER A PAR TMEN TS LOTS 6- 10 , BLOCK 2, TAUBER ADDITION NORTHGATE -COLLEGE STATION, TX S1 TE PLA SHE4ET 2 OF EVIMED FOR C0I-ItA$h MAY 3 0 2013 COLLEGE S-641-101- ENGINEERING SCALE VERTICAL N/A HORIZONTAL N/A PLOTTING SCALE: 1:1 FILE NAME: . 12-204 ■ . THE SEAL APPEARING ON THIS f °� I t Engineering, LLC DOCUMENT HU Z, P.E.€Z LICENSE BY �,A JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Lon mire Suite A NO. 65889 ON MAY 15, 2013. Longmire, College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 'MAY 2013 JOSEPH P. S FIRM # 1232 TZ ENGINEERING, LLC NOR THGA TE PROPER A PAR TMEN TS LOTS 6- 10 , BLOCK 2, TAUBER ADDITION NORTHGATE -COLLEGE STATION, TX S1 TE PLA SHE4ET 2 OF EVIMED FOR C0I-ItA$h MAY 3 0 2013 COLLEGE S-641-101- ENGINEERING SCALE VERTICAL N/A HORIZONTAL N/A PLOTTING SCALE: 1:1 FILE NAME: . 12-204 NORTH AMERICAN ISLAMIC TRUST NORTH AMERICAN ISLAMIC TRUST f HECTOR K 2, L R H TUCKER INVESTMENTS LLC y � � _ .--_ .�. -- -- -- TAUBER BLOCK 2. LOTS 11 & 12 TAUBER, BLOCK 2. LOT 13 TAUBER, BLOCK 2, LOT 14 I TAUBER, BLOCK 2, LOT 15 & /' ' ZONED NG-3 II y / 1152/669 ZONED NG»-3 ZONED NG-3 66 1152 9 ASSOCIATED BPP ----E 1 ( AE--� AE AE AE ,._AE.. TAE AE AE AE / ZONED NG-3 b ( 7982/121 S 6 EXIS�NG MANHOLE S-6 S-6 S-6 S-6 S-6 y s_ s s--s s—s S-6 s—s `•. ,_. ,_... -- '- -cn �' RIM=343.60 f i---------t S-s s-s S-6 S-6 S-6 , S-6 s-s FL=34Oj60 \ I } : 1 s—s S-6- ----}-S- 5-6 a \ W i CUT, GAP, &REMOVE i ¢ WATER SERVICE & METER ;(> 9 LF I i,►:. :° >. » t" f BONA FIDE ACQUISITIONS LLC \ LOTS 6--10 BLOCK 2 i _ a ► r f J i TAUBER ADDITION i 133/182 \ J I ZONED NG-3 REMOVE y5 LF OF STORM ►, ' / SEWER RIPE a ¢ J ( 10 5 0 10 REMOVE AND RELOCATE ST{TRM INLET t SCALE IN FEET b .• • '. , e •t b' i . . a:. \ \ } ILOT 8 i l • ... • EXISTING SEWER LINE BLOCK 2 1 LOT 10 & PORTION OF e► 1 BLOCK 2 i .. • - �, LOT 9, BLOCK 2 & REMAINDER OF I LOT 9, BLOCK 2 LOT LL-1 i { W � ( BLOCK 2 ( ( i } LOT 6 ° ¢ REMOVE 15 LFCID M i J } BLOCK 2 tt Ad a OF STORM I ) M f } \ ( w EL SEWER PIPE ( i y � \ i � t a yw- J,► Zpc,3Ki } \ L:1 _ (J) C7 a �f / NL,�z� ¢ / \ �� 3� e • . I SAWCUT t115 LF j / ' v �3 r� . OF CONCRETE / / \ o o _o AT EXISTING / ( f CUT & R MO } Es � ni / E VE / \ o a JOINT GAS SERVICE &METER i \ x . 27 LF CUT & REMOVE a co \ ow^ a w / CAP AT R.O.W. GAS SERVICE & METER ► , iQ CUT, CAP, &(REMOVE l I 26 LF J } 4 ) : f WATER SERVICE & METER / J ( CAP AT R.O.W. \ o �. o 8 LF CUT & REMOVE y o GAS SERVICE & METER i \ 31 LF i \ e ►°. f l EXISTING. OVERHEAD ELECTRICAL < / CAP AT R.Q.W. _ \ �s LINES > < \ i 1 S 1 REMOVE EXISTING CONCRETE .►"•. SIDEWALK CONCRETE .� \ �\ NC ETE CURB, & �. CUT &REMOVE � �• c� i f CONCRETE DRIVES ` �, \ CUT & REMOVE } GAS SERVICE & METER v) \ \ i - GAS SERVICE & METER fJ b \ r \ 8 LF CUT & REMOVE \ ( 25 LF \ CAP AT R.O.W. p ` _ ( CAP AT R.O.W. EXISTING 2 GAS WATER SERVICE &METER \ LINE \ 29 LF CAP AT R.O.W. \ J SVJ-------- SbJ st a STa egT ° Sr Sb0 \ CUT & REMOVE J in c b -'�` S.T'----� s: °' . _�~ . \ y \ WATER SERVICE ° ► ST - _ ST >g;T 't ► ► a :' ► ° o. > _ \ \ &METERS t REMOVE ±34 E ► ' • ;LIE:a ►, i n ST e----T _'� �� r} a ° ► e TINGISNO PARKING SIGN \ CUT &REMOVE 9 LF SF OF SIDEWALK ( EXISTING MANHOLE UE---•�` -'�` - --- --- x ST° �--►A ST • __ ► > ba e; ' Sb p� O BE REMOVED \ WATER SERVICE &METER CAP AT R.O.W. &BRICK PAVERS AT .' SI : b' , g�� a . °' >�. • EXISTING NO PARKING SIGN - SEWER RIM=350.69 EXISTING STORM SEWER LINE EXISTING STORM `-' r : ° = ' s---�; _ T • a �: CAP AT R.O.W. \ FL-343.87 EXISTING -+ SEWER LINE EXISTING UNDERGROUNQ ►- °- __ _"_ __��-»„� , .,T � S? Sb� ' , - \ ., TO BE REMOVED AND t7 j :, •.` ELECTRICAL LINE S 'p', .•► ,� -� REPLACED AFTER CONSTRUCTION � :• !';►:' :,•.•r. • '.�,: MANHOLE rn uE. e --►.ST _ ►' > Sb _ EXISTING , T ---_ _ •s7� a >4 _ ► \ --- ( . + R1M-343.53 + • > s , ST a . ,. - IS COMPLETED •, t :.. :,:, .": ` FL=339.2 ELECTRICAL ?• — 2_ "--.g EXIS NG 2 7 CA N GAS LINE ( .:..:' ` ...•`'•• MANHOLE -► EXISTING 8" WATER LINE �, "�` ; - `bJ�' : ► a. EXISTING 6" SEWER LINE TAUBER STREET �'.:•..:'y'• ' .Q S-6 S-6 S-6 S-6 S-6 _>,. ' ; •►.. :. b P ��Q�. tt.► > ►. ~ S S-6 +�_ g S_g 5—�� ,/ "S-6'_._..`-----S-6 S-6 S-6 LwY a• t. s , y �.! y.'t >• > p p' r� `� Sb"J e'_' a• 9b'c� ►`• -i —" _____—S 6 S-6 `' �':'6' '_�•`' 4 ► •p b• p ► .a. • ' .a �.. ¢Up W$ W—$ W—$ W-8 W—$ a':f ., i .....:.�. :� S-6----_____._.�..S--6----------_.-..S-6—�____ --_S-6 a ', y p►. a., �s ► e >b'' k ° UE -��. UE --�� U __ __ _______-_W'8 _"-'---- W-8-------- _ �W_g �:; . ; rt..x``� ':. *. REMOVE & REPLACE WHOLE SEC ON .__ __' _ __ S -� ? i5-6 a---•-tt-S-•6p _� b �- `_ ./7� E ----------- UE -----W-B , ►+ OF CONCRETE PAVEMENT JOINT TO J INT P. - _ b .Sark `ti__ UE '• ••�• FOR WATER LINE CONSTRU TTON UE •'' "�'.:: , r. :« SAWCUT 268 LF vE' »t EXISTING UNDERGROUND """----LIE -----_--,._. UE �._____:_,_ UE -`"------yy_g i EXISTING STORM EXISTING " ' a ELECTRICAL LINE -------- UE - -_� _E """- - -_ yy ; U ----- _ ' UE -8 : :.. : OF CONCRETE XI 11NG 6 UE_ , �.. SEWER LINE SEWER LINE ��8 AT EXISTING W-$ �"---""`--� UE , r •�:• ' W g JOINT �"-' '�'� _. ►' . � EXISTING UNDERGROUND LtJ ' '.� •:� tJ:!: ELECTRICAL LINE '' '. ;• t; UE W :: :•`a t1E _""" - .�W 3 EXISTING PARKING SPACE UE 8 EXISTING 8" WATER LINE AiN CHERRY STREET LP �'"---., 1 BOYETT SAW CUT AT ``'�'`. UE W g BLOCK 22, LOTS 1-4 & CURB JOINT BLOCK 4, LOTS 8-10 & W g DEMOLITION & CONSTRUCTION NOTES• ASSOCIATED BPP U - - �` E W 8 1. ALL CONSTRUCTION ACTIVITIES, TO INCLUDE CLEARING, GRUBBING, AND GRADING _. �' - ZONED NG-3 EXISTING UNDERGROUND �'`'�-U� . �"``1--�,�w� SHALL BE WITHIN THE LIMITS OF DISTURBED AREA SHOWN ON THIS .PLAN. 7609/148 _ ELECTRICAL LINE 8 �`"` 2. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON UE SITE PRIOR TO DEMOLITION. 3. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN, PRIOR TO COMMENCING DEMOLITION WORK. 4. THE CONTRACTORIS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. 5. THE CONTRACTOR' SHALL TAKE ALL PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING ROAD SURFACE. 6. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 7. SHOULD ANY EXISTING UTILITIES NOT SHOWN OR SHOWN. INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH ANY WORK IN. THAT AREA. -�1 � ' � ��iiiiL"1• THE SEAL. APPEARING ON THIS .schultz End 1 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON MAY 3, 2013. . College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 MAY 2013 NOR -ripHGA TE PROPER APARTMENTS LOTS 6-10., BLOCK 2, TAUBER ADDITION NORTHGATE —COLLEGE STATION, TX VERTICAL N/A HORIZONTAL 1:10 PLOTTING SCALE: 1;1 FILE NAME: 12-204 ■ -JLJ-1 ST ST —k ST ST ST ST T -- Sir ST ST ST -- ST ST �T S ST ST ST ST \ d r CONSTRUCTION' EXIT � r -J �-- ST ST ST ST ST ST � ST ST ST ST ST ST ST ST ST ST ST \ / ur-- ST ST ST ST ST ST(,ST ST ST ST --- ST ST �--- ST ST ST ST ST � ( 10 5 0 70 5T ST ST ST ST S� ST ST ST --- ST ST ST [ ST ST ST ST ST —e�i 1 II ! SCALE IN FEET ST ST t � ! 1( ff S ST ST ST -j--- ST ST ST ST 5T ST -�-- ST --- ST Si ST ST ST IT ST ST 5 \ST ST --- ST ST ST ST ST ST ST S ST ST ST II f 1 �11 } � I .. 1:?`• a .;i». ^r%r^•Sir*' .;u�i. i:r :<rrr,,y^.:rl��:y:• h3:f. � ""'":f r•r•• si%'n''<-> Lt r % :•F' I) ` `^:*r as•"',.;'y_ sr,; Y.{f;:.Yl',5•r: Tr: :f ..r=: +.'••".'.•::,...o-.,,f.•' .i.3 qY..i r. �i'.,;.i ✓✓'•^°F: ..s .':-r. r.. -u' >•... .J. > :!i' }••! ��'•<•:r•it-!. Cj � , - ,Fr"s..Yr 3r RA{r•r. :/t.t1t.<T•l',�r^+..c-, r'S;.,f:r.�t;r l}ryr'-ri rJ' ..t✓.rPe• � -.�. .jt` ST �t;-:aPT•;,+�.r_,-:.,h.t,.�,..r.•t.. fxYS.-••f;�..:':.>+c g..:rF.'•`,�r. •'.d.4,:'._...�a•Y.�l. +'•4'' it '':✓'»•��, F11 ;v..•.,?^,.Y,'�+ .i:'r :/:::r";- ..L.((,,.Yf: .� ,,,,yr>>>.':4:.a:':'f>✓.:a..e.:r;:a��:P.•.;. r.�•'3�':�l \ - - •fit• ..{: f•`•-'.'!!. +i..Y. rt.{•i iri;'ii'>.l?�}�/+`:I1u..wS.4.-=yw/•,�trJ};•:A.Kf.w•%••..f•1•:.)".r".�.1�: •t'(:. - la•4::rfyya��t��:,�..r,.�A�`'.�.•? :r: Jsuv.2. z{43•..+. .`rw.�•.y . �� ram. l•r. sn r,,.. ✓. sJ. _ A. 1 _ ,^••'t.ewJ.•sn�r.c t fir .:>',,,.,r. Ala:• :.�'�. f•t_';>' ..1. •f :¢{Cn „•l4: :,rM,:�!•,r'M «s.e II .% - 4 ` ' .,l• .r,✓ ,y L.:r,+,.if ,{�s .r. �.a ,A, �r..:.y w�. +.fi... �P•1••^i3.% � r•rta ,..o••'r^ti' e ` _=s.1•`iiY'.f:°:^^a*r ii'...L�; :•r.de••.r; "•4... .,7 ':a: �i.'lr: .. ,J.; ..a .J .�. j�• .z.t '.;<`•-o„at •-.i..-.r 'iiINLET PROTECTION .+y's?aJ!-am •' d„w�,'%-. _ . } - _ ( - F"'f^> r.-i:�.r <r�(.;:cSr'a"•'r: '•;) ,...f. ],Y:"-a /iJ 1` i iS:Lez`Jarf:.ry„tsi ::'' 1 f�:i"'r•' "' ''''' A. D9' 1 I _ - ( t. e'A' "-'lia;� s^.t .ayP:.t•. Li `{• i�tigy }t+.�Y». I - - 1 � a. { s .. 1 .r•-�.`•,'�f �r.Yi rht ir'.`rir�t '� l•� t"4'� ;•' _ "I.. L h+-x-aj �A4 D e •D•• b '� e' ' ' ° rSc..sati<5:::.J ;G:':,r✓` y.w til POOL `.Jr:T7,.'* A r:'-•• - • d' a :✓•.l7•:.rF'-L^s: r a ar• .,<. y Y .x 1 o tC .r .• e '( 9 .. e N D �.'-•• rr•N: rr:c::'+, •t' ..r• r. ?u�;-:k +ram... \ D .9• r' •p d ., b, f ::1 •'. - •L.• !"r:..i f.Y ar4r:•d•^' ✓-s...r: , 6 b .• 'd .e :�,i-i'�%+,.r.-3...,Y•a%, �'r,•...:i•j:�, 1 .•+J:r>'�u e. ,t $' i t/1 P ° p C'r'4':-•!"4 `jai^ :;"f•�^s.:��i:'s!? si'jrr ..n :r^. \ 4+.. •ST. ,•:.Y y.T �,y, lr .+.< - 'Y:'l-1'f_t•�s•{lYr. - ( p ST •r• p - .?a< .r: .•3 ,..r. rr, f .f. 7 p a:-"-1• ST to D ( e.. ,a}Fn.ic'iait.7:: ret.. ,rS-:.:iA:. ,!.i.v�,•� fit: •D. a ST ;D• :,C•' :^:Shirr •Ra��>'{ ra tu.,( ^.� i . _ �- , I - r' •• - :.{'ird .i �fy. PiGG,iI «r✓✓.. .D .a _ - - 1 :/ T •—..x•. 'A� 5' D.-,_, I I ( '✓ z: ,=�`,+% .rs. S. af.,,r •a sif,•.,,. ••: _. ,.,t< 's '�T7 ..c � - _ e T I _r. .,E :%'f_ r;r.. „tr, ey rd. y'•frta. a..rz.. .y ;; .:1..+r.. I=•ar�s> 4.. rh•,a,:c,r.t,r:r,.,r, '.••r•r• Y;:.f .l':✓:cY;:r:• { '''fit 'rtl,/� :Y- .'f •.-•N ` D D "--SST, � ':'Ytii,;c::dVt�eS;a. ....,t r.•:iv;<,' :4i>::Ei:'ii: +.^•• :•r.'" .i. t- .t .l t• ...?�• ',•}'i�:i1, :.:l,x;:.Z:,.?,,f• ... r..; :.i� f: :,: tri} .a•. ('• f..•� .�.t•• ti:' _.i �•;-7.i'fvj' •a \ Ca ;'n' !:-t .sfit,,_ "" ✓a-•• +':> /r a. T yY?Lt-^:. „>.fr, s .. —•-5-6 _ .. • A rj•;�_.v..,c«3]�r�a'.,•s:�..rr's.r�.:y^..:..5 ,,..�+sirr.:-w '�r t... r��.�•n('•,l .t;f. ..f wi';�"{._: ]'-...r _ j..r::•ri-./ch.:.r.::}i:'e;:..j�„1�/�1, .1:.r�*•r.,.,.h.sn•f.l':•ni.cf�!-r••%!�•«..,.�5.-<+i..:!'.JYn;%�•.g i _ pe �T ••- •i:, ,.F ..,�. r, ,.: .v.7t=i tT rA.:r :. i.t't;. :>.;r-..err trn:y,. •t� .Y::: ST tr it•at'.+ •.v,1' n ..4+ r'''.: :.�:"i' - - ,r' I , <:: ..r,✓r;: 're�.r uifdrJ.. a,r-w-E`.<y ••�;i..: :--�:fr;,gA•, S /$":h .`cr. ..,+. <r,S...tr{r...,,.A`.-atr?.., t-s ,rafi..ix•"h r,r,q .r„ �:'•v'�: ;• .J; _J,-..?':f<:'iyi.:, .. e r -•t��' r SIe - / +.."�" "'---•-..r Y a' b �'''�'•-•�•...� vtr•aiifi;�:=1. ��-3 X'1•r y.., (.:'::.r✓r"�..:i="::>.St- .� ! e C04 ST sr , "] 4cf�S rla •'wr{'i!s °. 6' • , NORTHGATE PROPER APARTMENTS ° D. ` SILT FENCE F s 3 & 4 STORIES .' _e , ` ! s 1 t 55' MAX. BLDG. HT. ,. b , �� 1- �, + ` \ l FF r , 1 -t CONSTRUCTION EXIT 26,603 SF \ \~*R 0 t t 1 I 11AY 3 0 2013 COLLEGE S'rATI UE _ - - -iq \ E E 1P4 ""----- UE------- __ _ UE--------� _ UE U SILT FENCE INLET PROTECTION TAUBER STREET S-6 S-6-----1--. 6— S-6 S-6 5-6 S-6 S-'6 S-6(D------.._S-6_--__'---__•,^S-6 � ttp, {_g W-$ =-�_ W-$ W-$ yV_8 _ S-6 S-6 S 6 S-6 S -6 S-6 S-6----------S-6--- --t---5-6--------- _ U UE---�.._._,.W 8 --`W-$ '`- ST s-6--------S-6—S-6 4- � ------ UE - _ UE -___- _ UE ST — j� ST =U@j --- ST --M ST ST UE UE UE-__-____� _ UE UE 8 UE '--------- UE ____ -- UE W g VICINITY MAC 2"X4" WIRE MESH UE FASTENED TO T POST UE 6" MIN. DEPTH STONE VARIES-1' (ASTM D448, 3" TO 0� 5 DIAMETER) OVER TO 10 SEDIMENT CONTROL FABRIC GEOTEXTILE FABRIC FASTENED SECURELY TO UT EROSION & SEDIMENT CONTROir N07ES' WITH SAME SQUARE .r� T-POST & WIRE MESH " FOOTAGE. P11110JECi 1 APPROVED EROSION CO TR METAL T-POST AS REQ'D. TO MAINTAIN. 8 OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED GRAVEL BAG -' • N OL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION. ... " .: ;,�. , SPACED 6' APART NTH COMPACTED BACK FILL r--, GRAVEL BAG f`. ' '. '''�"h�f, 2. IT IS THE RESPONSIBILITY R LITY OF THE CONTRACTOR TO USE WHAT EVER MEANS NECESSARY TO MINIMIZE EXISTING STREET ALLOW 2s TO 5 AT TOE OF .......:......... 1 .:. u,�za,:..: EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE _ �-- SILT FENCE AND/OR / SLOPE FOR SEDIMENT:�;, TO :: _._:.,., ; ;-s:;==: ` i;;';'r: t!• -1 INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. NOTE - NOTE: HAY BALES TO BE USED IN AREAS OF ACCUM LATE. ALIGN FENCE ALONG SLOPE COT N OURS. ::•...:....,a ........ ... ...:.::..:•.....,•. ..•t-,:"•..,.,.:•. .,,,:••..,.<,;>.•., •'`: �: ;_t,.,tV °:``"" r ' �t.---�-J.,,,r,<;.� .�� , ,; (:,,.....<�aai::,,:a?',-=a•;•, .'.:: .:.... •, '-- r::' {2- THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAIN MAINTAINING THE EROSION AND SEDIMENT 1 6" MIN. DRESS WITH D ADDITIONAL DRAINAGE FLOW. -:•::..:. :.. ...::.::.:... : ..:.:::::.:.:.:•., .:.::..: ;;::; :` ':,.'-.�.-,.:::, l .;�; �;,n.,;4.;+, t`::•;,';.':>'•<..•�: -..: t t f :. ,... V '9G CONTROL DEVICES. INSPECTIONS I SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL " EVENT STONE AS NEEDED. NATURAL GROUND /"" f{„OW - ..... ... • •. - ..•...::::. • �,A OF 1 2 OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. STONE IS TO BE MAINTAINED. .. DIREC��.OF It � SO AS TO PREVENT CONSTRUCTION TRAFFIC $ " • • �.: 4 NOTE: t, 4. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED S 0 AS GEOTEXTILE FABRIC FROM TRACKING MUD ONTO � TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN .AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE. PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR. TO DISCHARGE INTO A STORM DRAW o �� F�' TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. ADJACENT PUBLIC STREETS. 4"X4" MIN. TRENCH 4 INLET OF CATCH BASIN. 5- E CONTRACTOR I5 REQUIRED TMAINTAIN THE TPDES PERMIT 20" GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS �� GENERAL NO. TXR1500O0 REQUIREMENTS FOR CONSTRUCTION SITES. SUBGRADE MINIMUM 12' SHALL BE FULL SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED &MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. q, 2 0 WIDTH OF SITE ENTRANCE. * N 6< All AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY CONSTRUCTION GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. �� SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL CONSTRUCTION EXIT DETAIL SILT FENCE ASSEMBLY _ ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN STORM DRAIN INLET PROTECTION REMOVED BY CONTRACTOR. N.T.S N.T.S N.T.S 7. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE t NOT TO SCALE PROJECT SITE. Nil IN w Am" �u THE SEAL. APPEARING ON THIS Schultz DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 r Lon mire Suite A NO. 65889 ON MAY 3, 2013. Longmire, College station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 MAY 2013 V FIRM # 12327 SCHULTZ ENGINEERING, LLC --j NOR THGA TE PROPER APAR TNfENTS LOTS 6-10, BLOCK 2, TAUBER ADDITION NORTHGATE -COLLEGE. STATION, TX SCALE VERTICAL N/A HORIZONTAL 1:10 PLOTTING SCALE: 1:1 FILE NAME: 12-204 cn l • On 02 r- l 346.38 EG f345.79 EG AE AE AE AE � _ - Afy E- A AE AE AE- 34&28 EG 343.4$ TC I 348.5$ TC - _.......-- 347.33 EG 347.8a iC �• _ 34$.80 TO � � 349.28 TC 349.68EG 350.fl0 7C 35d.39 EG 345.80 C SIR clillillililill 350.90 TO 350.93 EG 351.05 EG 349.90 TO S-6 S-6 S- 6 S- S-6 $ 6 S-fi S -6 f S-B S-6 S-6 S-6 S 6 -6 S 5 S-6 S--6 S-6 S-6 S- S- 6 -• S-6 _ `- 349.40 iF S-6 5-6 S-6 \ Z I { \ 351.80 TW 350.10 TP --wLWU I ` ` 35O.E34 EG I 349. C 68 TO { 344.10 TD f 1 347.27 TP 348.9 TP KZS. TP`343.07 TPA I f 34640 TP I i TP � ST \ 349.60 TC 351.50 TW 3 65ITP� q �344.4 TO ' -r ST T J�- 5T ST ST 34548 TP S J 5T ST STE--- ST ST 5T S ST ST ST ST \ 349.1a TP 349.55 TP f I \ 348.81 TP-*348. TP "so ST T --- 5T ST ST ST-- ST ST ST ST ST -- ST- ST ST ST - . ST ST c° { 1 348.10 TP TP 1- { I � ¢/ � , � i v�r-- ST ST ST ST S ST ST ST ST ST ST � T ST ST � \ LL_I M 344.92 f �- ST ST ] { 352.41 EG ry ST ST ST, ST S ST{ ST ST ST ST ST ya'4 ST { , ST ST ST ST S l 3436TP w 34-C TO 344.60 TO FLOW BREAK POINT � ¢a \ ,~ 343.1 TP IN PARKING LOT Al47.74 TP 347.78 iW ,� 1 ST ST ST ST ST ST -�--- ST ST ST ST ST ST --{-T ST ST ST ST ST 7 ST ST 345.55 TO ST `ST i > . .65 TP y 3¢ , .20 TC E-- E- 347.20 TP 347.65 1P ST ST "_'34� §O-iP- ST . 8 TC� ST E T S ( St ST ST S� 352.5Q TW 50 TO 347.3D TP 34 ' 347.30 TP W ` { dC347 5d TP , -3 - / 349.55 TP to 347.60 TO { , 48.20 TO i ` 348.17 TO ; 34&3 f 345.50 TG .." •---_._�._,,, �.. �.,-_._._•_•_,_,_ 348.2a TO It 343.75 T 1 17� 347.75 TO { ` 1 348.24 TW 5Q T j •. 344.04 TW ` €, 347.30 TP .t, ` 34$.2E3 TW 348.00 TD 1 1 ` N :13. a TY+ I2.l ,` 34a2a TW t v, 3 2 .a7 i ;�: �� y 11 � rn }( p , t 348.55 TD ` 348.55 TO 1 M 351.2a EG 352 32 EG \ I I y 'f t ' Aj 343.75 TO I 1 � ;;: #� _.." ... , •�� { � 34.7.04 Ti I 347.58 TO i 47:00 11 348.75 TO 351.50 TW , � J 348.10 TO J 347.95 TC 347.22 TP 347.17 TP � 347.75 TG 65 TO ( 349.55 TP j 348.15 \� 34&00 1' 348.Oq TC f- 1 348.10 TW 34B.2a iw r , r3 348,15 7W / 347. iF J P00) \ ! 347.72 TC 347.54 TO 1 _j4&OD TD 34B 2 TW 3: 348.1 TW 347.5�j TO 34&15 TW / _� 0 0 ry 347.8a 1W 347.0 TP % j 347.3Q TO --- I 348.15 TW 348.t2 TW f 348.1 TW 347.89 TW 347.66 TW 347.71 TW 348.15 TW f-- I --___�T } � ' �' ! ST ST 348.D0 TV/ 347.23 347.E / 4 I I I 347.d0 7f ��, T � ? / � i f � 347.97 TW T .16 TW 347.30 TW 348.,8 TV� � ( t o - 348.55 TD 1 _ { " T 7.84 I I r ! 348.55 iD {' s, 1 ( � / 348.20 1•i�]' " ----_ 3 .28 TW '�` 348.28 iW 348.01 TW _ W 333ggg55� "' TG 1` 1 348.24 iW '_� .r. l 28 TW 348.24 ST t t 34H.OD TU L �r�i 348 9b TC 351.35 TW -t S-6 T r----- �f � 1!' s 348.28 i W 3 8 25 348. ST 347.95 TG 349.30 TP t U O © , h '= `"�, ~t 1, C! O 4 r' ' ! �" t } 4&2a TW +� a I ST 317.50 Tt { 4" 348.28 7W ® [p - - : t za e� ye'�r 348 00 TW , I ~: ! O O ��7W= ._ .'-._."', 347 1 � 48.20 TW ST ST' 347.50 Tt { � 34 .50 it 348.22 ` Q 'r 21 TW 4 3 .20 TW ST I 34$.2 iW 348.2a TW'{' 34H.2a S -1 347.30 TG 351.01 EG � T 352.2d EG ,� (� ,'�, �� ® � � @3 � r �/ '-•--•Ya b� � 3t18.28; TW ry. 3g8;2 O C1 � --•---..__� 1` .t `,, sr• n � � .z• of N ,? ;i• j,�-•�.. 34$.2a TW +:*-c%r>,:y;r'- ..' �"�' �, -� , ci 4.- "-I + r� ;_____�-- � ,t t� t..,._".�+:.:•tr�;,.•y"?,s��><,r,'+•a \ Ij < irllr + r!1 O O ,I ;2 -� - ! .[ ?J` �c '� JJj' rr 4$;2 __.__ . •....... � ii n to ) ,' � !' I `' I' $28" is; 34&28 TW +'-t347.25 TO 35i.25 ., NORTHGATE PROPER APARTMENTS ----; - t ,t e= __ __ 347.25 TG 349.30 TP t II t i �� , �8 "t � r �., s• �' � �i (i: �L..:J ( ,�,� O ,a �-.-..,_ `._'-r• ^ -.-+,tom I~<, � i 3 & 4 STORIES � 55 .MAX. BLDG. HT. r=•o � , ��_��_ U- �� •ti J r .Db 1 l 345. 0 TG '€ fa f s FF 348.30 34&O5 7 �, - " +^ 351.02 EG 348. 5 TW�_ dr�6t 344.oa TD t: Tit 26,603 SF -� %t �tTO S' -- �• / �� t. r ;t� 4( ! u � � Via. 347.fi0 TG �� • 34' a T /' y 'i 343.77 7W � �-+mot-.-,:a4'... \ \ f' ---tt-.•. , �\ ` v; r, ;�; r�i ��4 1.00 TW @' ti '` t , It 349.25 TP 348.22 TW 348.22 TW li tt 348.22 TW -- -- _ 348. Tw t 4: f r� t t� `\ 346.99 \ t! Tw TP 348.18 TW o - _ . 34s.92 TW •--...__ L--.. � ,"_, " 348. -TW � 347.69 S j 3 - .$�i:1V / '� l� . `�``'ta'�'e^•-=t �Ji� '� � y � LI ---�� ---.._ ST �' t..•-� 348.16 iW ;t r-.,s �i -► """'�-�� " "------- UE --____ =' = -_ _�. _ _( �+- --18 TW �� t;z \ 3 349.95 TO r - �t 34&18 347.95 TG I \.4 350.40 TC I 346.22 UE TAUBER STREET 7 347.56 `5'-- I`= - _ 348 � I '; ,,:.:,_•� TC 04 T 349.76 TP ` ` `` 3�50.48 TCI 348.5Q TO \ g0. S-6 S-6 _ .fi.t.i }; .. •►... r '• i► 348.78 TO ---�- -S 6 S--6 S-6 S-6 S-6 S-6 S-6& S-'g S_6 g-g S-6 F+ : ,c• 1' - , _' t' .'� :. 349.d9 TC ur,R S 6 S-6 n t ° u} 6 :1. .`'::� S-6 - S-6 S_6 >~ - 341.70 TP GRAI7IEYG 4�iNSTRUCTION NoiEs, W-8 W-$ W-8 W--$ ----- -- _W_g _-_ -_- ; ; _ M1;; . r:�' x . . ,.' : ; � S-6 - $-6 349.98 TP ytr-g `--_--------- �ylt-8 `" , • } ..M , i . • .�' �`` ` S7 - ST 49.54 TC �_ ��349.16 TP --S ST S S 6 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS `-""------W-$ • ,• .1.' l.., •:. a! v --1 S DETERMINED BY THE STANDARD PROCTOR TEST. (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 3% ABOVE THE OPTIMUM " W--$ ::;: '�•.�:':tt. ;' •:s� �; 349.42 TP MOISTURE CONTENT. AREAS OUTSIDE OF THE PAVEMENT' SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. "` W-$ �' +;.i,� t.' '; :. .` '• 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT' AREAS IDENTIFIED BY THE �'�-""•------.,..W $ • :'• , •-.�s:'' :` . � I w_ ""`""�---MATCH EXISTING PAVEMENT "PROOF -ROLLING" SHALL. HE REMOVED AND REPLACED. t `...r ; ::.r `'.; ` 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED ,V.12H. AN SIDEWA 4. THE TOPOGRAPHY SHOWN IS PREPARED FROM FIELD SURVEY DATA 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 3 B. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 7. REFER TO PAVEMENT PLAN FOR PAVEMENT CONSTRUCTION DETAILS AND NOTES. B. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND. REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACE M 04T OF GRASS SOD OR HYDROMULCH. SEE GEOTECH REPORT. 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALT. BE PROVIDED]. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATM AROUND AND NOT THROUGH THE BUILDING PAD AREA ❑ 5 ❑ ❑ 10. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG" SHOULD HE PROMDE D IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE SCALE IN FEET TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL. EXTEND TWO FEET' BEYOND THT PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF REVIEWED TWO FEET THICK 11. REFER TO THE GEOTECHNICAL REPORT PREPARED? FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS, ETC. GE07ECH REPORT PREPARED LIAN E �� , BY: CSC ENGINEERING &ENVIRONMENTAL CONSULTANTS. INC., EIV7T7T.ED: 'PRELIMINARY REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL STUDY. PROPOSED TAUBER APARTMENTS EASTERN CORNER OF INTERSECTION OF TAUBER STREET AND CHERRY STREET, COLLEGE STATION. TEXAS' DATED: JULY 27. 2012 NY 2013 30 ., TP -TOP OF PAVEMENT Tl -TOP OF INLET �Y g , TO -TOP OF CURB TD -- TOP OF DECK �§ ev � �. , 1W -TOP OF WALK EG,- EXISTING GROUND COLLEGE �.�T� ENGINEERING ? lie 1111 ■ THE SEAL APPEARING ON THIS hultz Engi Sdning, a rL DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Lon mire Suite A NO. 65889 ON MAY 3, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 MAY 2013 � of of DF . ...................:s*. FIRM # 12327 fZ ENGINEERING. LLC NOR THGA TE PP OPER APARTMENTS LOTS 6-1 Q, BLOCK 2, TAUBER ADDITION NORTHGATE -COLLEGE STATION, TX SCALE SHEET VERTICAL N/A HORIZONTAL 1:10 GRADINGC5 PLOTTING SCALE: 1:1 FILE NAME: 12-204 STONE/BRICK VENEER OR STAINED & SCORED CONCRETE PATTERN ON ALL EXPOSED VERTICAL CONCRETE SURFACES > 6" IN HEIGHT PATTERN & COLOR SHALL COMPLIMENT BUILDING STONE/BRICK GALVANIZED SLOTTED BAR GRATE TOP: 347.60 HEIGHT VARIES (SEE GRADING PLAN) ELEV: 348.3 DISTANCE 2• 2� VARIES d d s I Illi 1T; (i,1 .4 '' 2 MIN. • BUILDING FOUNDATION PER STRUCTURAL & ARCHITECTURAL DETAILS a ': ' 1( ..-_ 6" 8" _ #4 BARS 0 12" O.t .E W. MN. 3 CON1INUOUs-2 LONGITUDINAL BARS IN BASE MIN. 2 CONTINUOUS 11=111=1 1 BARS 1 LONGITUDINAL BARS IN SIDES G -6 S-6 S 6 -6 S- S-fi UE UE U U U E E HE G - HAND RAIL PER ST Sr Sr ARCHITECTURAL DETAILS ST sr sr ST Sr Sr -- ST ST Sr 11 II 20 10 0 20 ST ST --- ST ST ST ST Sr u STONIE RICK VENEER Sr ST Sr ST SCALE IN FEET OR STAINED & SCC& CONCRETE J PATTERN ON ALL EXPOSED VERTICAL g» d A A - 8, SCC BRfCK VENEER CONCRETE SURFACES > 6" 1N HEIGHT OR STAINED & SCORED CONCRETE PATTERN & COLOR SHALL COMPLIMENT PATTERN ON ALL EXPOSED VERTICAL g" BUILDING STONE/BRICK 19 19" ,` CONCRETE SURFACES > 6' IN HEIGHT e PATTERN & COLOR SHALL COMPLIMENT s_ WEIGHT VARIES a a - BUILDING STONE/BRICK '' 1� I 4 .,trc (SEE GRADING PLAN) i."' j.'.r" i•' ;i ". ;•.. a�... �. . _. " ~ i+ HEIGHT VARIES SEE GRAD G i CONCRETE PAVEMENT t :{. :' .;' 'r ;' t "'►,' .. 't • 5 ►. ( IN PLAN) r, ' , ..{� �.' {' .i . :2 . .► r` r j t' I 2- D1A. WEEPHOLE :.• .. ,. ' ST = _ ►• I h - k CORNER BARS 1. a: - ill I11=1 I. l 05 BARS a 18` D.C. •t ••!: CORNER BARS (-1 a-EXTENOED INTO CONCRETE .. :'•,'',; Sr .•� „• , r4 �=s >9S BARS ®1f3" O.C. PAVEMENT MIN, 18' EXTENDED INTO CONCRETE -=1 I T I C 6 — 1 Ii ] r.=12 MIN. (' PAVEMENT MIN, lf3` , —�f4 BARS i2 < I I-- I =1I rO.C.E.W. ROPER APARTMENTS .'+ :.t'' ; r . ;+.. CONCRETE PAVEMENT I I` eft BARS 19 i2" `I I I. I I 4 STORIES t '� -� --11fi _ i �II 0C.E.w AX. BLDG. HT. .' B a'�III 348.30' -� SECTION A —A 6,603 SF N, y SECTION B—B N.T.S N.T.S s .•, _ . ' E p C' E 6 --- S-6 S-6 -s D C 4b '--------S- s-6 W -$---------- —SOS GT = �T _ HEIGHT VARIES 1=fll� (SEE GRADING PLAN) N _ ' 2` DIA WEEPHOLE "_--w------ UE "�" "_""r- UE �$ f j I I @ 18. D.C. UF' W 8 , a: 4' _~ CORNER BARS #5 BARS ® 18" O.C. II �1��-I,=I I- - EXTENDED INTO CONCRETE L— I I I I —I PAVEMt1T MIN. 18' ti It, CON #4 BARS m 12" CONCRETE PAVEMENT O.C.E.W. SECTION G G STONE/BRICK VENtii N.T.S OR STAINED & SCORED CONCRETE HAND RAIL PER HAND RAIL PER PATTERN ON ALL EXPOSED VERTICAL ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS CONCRETE SURFACES > 6" IN HEIGHT PATTERN & COLOR SHALL. COMPLIMENT BUILDING STONE/BRICK CONCRETE STEPS WAND RAIL PER STONE/BRICK VENEER NUMBER AND HEIGHT HAND ARCHITECTURAL DETAILS ORNER BARS OR STAINED & SCORED CONCRETE COliNEft BARS VARIES 5 BARS a 18` O.C. PATTERN ON ALL EXPOSED VERTICAL BARS ®18" O.C. EXTENDED INTO CONCRETE CONCRETE SURFACES > 6" IN HEIGHT EXTENDED INTO CONCRETE ,-CORNER BARS SIDEWALK BASE MIN. 187 PATTERN & COLOR SHALL COMPLIMENT SIDEWALK BASE MIN. 18" 15 BARS 0 18" O.C. BUILDING STONE/BRICK (" EXTENDED INTO CONCRETE SIDEWALK BASE MIN. 18` GALVANIZED HEIGHT VARIESGRATE i--- SLOTTED BAR Ir ' (SEE GRADING PLAN) Q I I I� ' : TOP: 347.80 CORNER GARS " tl 11=111- l= I I 1- i HEIGHT VARi EXTENDED INTO CON I �— t i ►�PAVER SIDEWALK 3 DISTANCE J= 11� PAVER SIDEWALK; (SEE GRADING } SIDEWALK BASE MIN18' I-i 1 -II - W1 CONC. DETAILS . ELEV. 347.8 VARIES-{�=-ITF W/R SITE DETAILS F1EV 3483 HEIGHT VARIES I-= 1 (= j ELEV: 348.3 SITE~ (I� (I —I I (SEE GRADING PLAN) I PAVER SIDEWALK -- Irl l l=1 I hi .: • 6' _ W/ C BASE - - - I= I 1 _ =11 PER SING. T..- ... T 1 .- :;:.••ut t• 1 I- I ; TE DETAILS w: �� i •A • N-.. ..,. CORNER BARS •, I1 �tti t 4' CORNER BARS ^I( I!� B (I1�12• MINI I!= B _=L�( �; �(j__1 I��-5 ARS 18" O.0 BUILDING FOUNDATION ; :: _i ARS (9 18" O.C. , yr I I I =! Lf- �r P > (. (Ir I k {-� i lr w I =1 e° gw i t PER STRUCTURAL _t, t CORNER BARS I( e 1 =1 = i _ (- ::• I I I " 2 MIN. - = I & ARCHITECTURAL •t ':• .:' ( BUILDING FOUNDATION :;: = 12 MIN. - -fS BARS O 18" O.C. BUILDING FOUNDATION :' o ° k I =1. i 1 PAVER SIDEWALK 1=1 I —I DETAILS ;r .; I I I I I .: I —I �I_I i I - ( I r PER STRUCTURAL _ s s- PER STRUCTURAL • , . & ARCHITECTURAL : ti' i -1 r W/ CONC. BASE - �1 & ARCHITECTURALDETAILS I6`� I 1-1 E1 PER SITE DETAILS — I ]— +' w ( 1 i III ( I--1 i —1 ! —.8;— _ I I DETAILS _ _ .,'� •,; ; " � I� = II— .r • o .? -- I — I I =6Y _ [ s"•• ' s- __III —LEI —Ili.- _� � • .-.! 11=f� ._C_ —11 .�1 �=_...I-1zLl= I � ..1 j_I�I I 1=1_•I.[-1 {_I�.�-- #44 BARS @ 10 o.aF-W. 8Y — _ (s• _ ( 1— I (- ! (_ :.. " �. ' :: I'sy-f �I�— IJ_i=1 = ' ` ��7, , j - - - MIN. 3 CONTINUOUS = 12" !_ _ . ±',+. �., :.:...� .... _ 1=� - - �1 I hI 11 1i11 1I—Ii i1=� _ t_ I— I� 1i ! r=1 _ l (1 LONGITUDINAL BARS �J — _) ! __ j (j #4 BARS @ 12 O.C.EW.--iL�1�I�— N TOP & BASE I I� { '� z dlq BARB ®1z- 11� (I -I�-1- 4 BARS 3 O INUOU s" - � 65.1 (- MN. 3 CONTINUOUS 11—! I O.C.E.W.I I i� I i MIN. 3 CONTINUOUS I h2 'I I� --I i 1= ��1�-I �1 LONGITUDINAL BARS LONGITUDIINAL BARS I� 1 �_) I I I_( LONGITUDINAL BARS 1 __ 1i11 111� 1 _ I 1 f IN BASE — 3 — —I— IN BASE 4 BARS i2 ( I�I ; MIN. 2 CONTINUOUS I� 11= 1�=i I=I I I I_1 IN SIDES I 1=1 I i_ =1T MIN. 2 CONTINUOUS I I 1 � - o.c.E.W. 1 ICI 11� rI � i- LONGITUDIN B 11��.=111-111 1.J. �-I I I=111r LONGITUDINAL BARS _ N SIDES 1 ' "1� LI t=I 1=I I T ►-11,��1 f 1=1 i=11F N SIDES 1=i_1 %�I ill l� .111 L11,- IiI_Ii�r l liLl�lllh I__ I{Ir SECTION C—C N.T.S SECTION D•—D SECTION E---E SECTION F—F N.T.S N.T.S N.T.S PIEVIEWED OR C ICE SAY 30 2010 ENGINEERING a s THE SEAL APPEARING ON. THIS ��End n rr/.'")LLC DOCUMENT WAS AUTHORIZED BY �+ JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Lon mire Suite A NO. 65889 ON MAY 3 2013. g . College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD JPS 12-204 MAY 2013 to of 4:.......... •.. JOSEPH P.� SC .................. 65889 aNOATI . 13 12327 JEERING, LLC NORTHGA TE I�I� OPEP APARTMENTS, LOTS 6-10, BLOCK 2, TAUBER ADDITION NORTHGAfiE -COLLEGE STATION, TX SCALE VERTICAL N/A ETAILS HORIZONTAL 1:20 PLOTTING SCALE: 1;1 FILE NAME: 12-204 m W -- SVJ 6" PAM STAND 4" WIDE CURB FOR EDGING BRICK PAVERS 24" PRICKQIMENSIONS: 713'is"x3%"x2�" - 1" THICK SAND BED 6=' —1 5#p Y "R tiiti .wlyria-~, 4. 31 9 n VC #3 REBAR 6=. ,� 4!L i8 Q.C.E.W 4" (HICK CONCRETE K 7 (6" FOR DRIVEWAYS) 2" 0 3" 3== 3» a 2" 1. BRICK PAVERS SHALL BE HOLLAND STONE BY PAVESTONE IN RIVER T T RED COLOR._j _+ 2. ALL BRICK PAVING SURFACES SHALL FOLLOW A RUNNER BOND == 0 #4 BARS PATTERN AS SHOWN ABOVE. 4 �� 0 %" X 18" SMOOTH 3. CONCRETE SHALL HAVE A 28-DAY STRENGTH OF 3500 PSI EXPANSION DOWELS P.A:!" ERN: RUNNER BOND BRICK PAVER DETAIL CURB DETAIL N.T.S N.T.S �� LLC THE SEAL APPEARING ON THIS Qe � DOCUMENT` WAS AUTHORIZED BY .S'ch.ultZ*.E JOSEPH P. SCHULTZ, P.E., LICENSE 2734 Longm, Suite A NO. 65889 ON MAY 3, 2013. College Station, Texas 77845 ISSUED F4R CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS DLD I JPS 1 12-204 1 MAY 2013 7 Sass*a ........................ A. JOSEPH P. SCHULTZ /—%''�"arffl"6'13 FIRM # 12327 LTZ ENGINEERING, LLC 1 FEET NOTES: LEGEND 1 M TERIALS Nti ETHOd A A 61 S FOR PAVEMENT MARKINGS SHALL CONFORM TO TXDOT STANDARD SPECIFICATIONS (CURRENT EDITION), WITH THE FOLLOWING EXCEPTIONS. 1) TYPE II MARKING MATERIALS NEED NOT BE PURCHASED FROM THE DEPARTMENT, AND 2) GLASS BEADS MAY BE OMITTED, BUT MARKING MATERIAL SHALL BE TYPE 11 PAINT —TYPE MATERIAL. 2. EXISTING PAVERS SHALL BE SALVAGE AND REUSED IN AREAS OF PROPOSED BRICK PAVING SHOWN ON THIS PLAN. ADDITIONAL PAVERS MAY BE NEEDED TO COMPLETE NEW INSTALLATION. 3. ALL ADA ACCESS PATH(S), SiDEWALK(S), AND PARKING SHALL BE IN ACCORDANCE WITH TAS, CURRENT EDITION. NORMGA TEPIOPEHN APARTMENTS LOTS 6->0, BLOCK 2, TAUBER ADDITION NORTHGATE -COLLEGE STATION., TX MARK LOCATION WITH SIDEWALK OR PATH GALVANIZED WHERE APPLICABLE CARRIAGE BOLT" INSTALL X 2" BOLT IN WALK 4 Q . EXTEND END 12 BEYOND CONCRETE \ AND TAPE BOTH ENDS 4" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. EVC SLEEVE N.T.S. SCALE VERTICAL N/A HORIZONTAL 1:20 PLOTTING SCALE: 1:1 FILE NAME: 12-204 .. (; 11 . � L Ml y i ring' L DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2130 Longmire, Suite A NO. 65889 ON MAY 3, 2013. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARIG REVISION BY DATE KERR JPS DLD JPS 12-204 MAY 2013 IM# 12327 ENGINEERING,JLLC NOR THGA TE Ply OPEP APARTMENTS LOTS 6-10, BLOCK 2, TAUBER ADDITION NORTHGATE -COLLEGE STATION, TX SCALE VERTICAL N/A HORIZONTAL 1:10 PLOTTING SCALE: 1; j FILE NAME: 12-204 ht t __ _ 7.3 LF @ 4.5UX 36 x sb i 38" HDPE PIPE FL OUT. 339.04 INLET 1d1 EIEY�l ¢ 24" R M 344.3 GRATE d P36" HDPE PIPE Fi. 1N: 339A4 B" HDPE PIPE FL IN: 338.83 12' HOPE PIPE FL OUT: 338.50 _ f // 7iNG 102 FITTING 105 IG.... PIPE 104 38" x 36' TEE 36' HOPE PIPE 38` 90 BEND 36" HDPE PIPE FL OUT: 339.06 98.0 LF @ 0.50X 36' HDPE PIPE FL OUT' 339.53 PiPE 140 F- w T ST ST -- T ST ST ST ST<--- ST ST - ST S ST ST ST ST LNG Ids 10 5 0 1O ¢ ` 8" HDPE PIPE �at�15.2 LF @ 1.00X PIPE id3 to CONNECT TO EXISTING 38' HDPE PIPE PIPE 110 2e STORM SEWER PIPE `� �� 5.0 LF @ 0.30X 36" HDPE PIPE --• ^ 36" x 36' TiDr 1.,. 5.0 LF @ Q.3QX � 36" HDPE PIPE FI. OUT: 339.55 SCALE IN FEET MELD VERIFY (SIZE AND S ST ST -- ST ST -- ST ST ST ST ST $T ST ST ST � ELEVATION (CONTRACTOR / F•- SHAH CONTACT ENGINEER PIPE 10D to FITTING 103 PiPE td6 PIPE 105 WITH ANY DISCREPANCIES FOUND t2' HDPE PIPE 1& 36" x 36" TEE _. " PIPE 109 I 36 HDPE PIPE 36 HDPE PIPE JFITTING 1Q4 26.1 LF @ O.84X 36' HDPE PIPE FL OUT 339.07 36 HDPE PIPE IN THE FIELD} h ST ST ST 98.0 LF @ 0.5DX 9$.0 LF m 0.50X 5.d LF @ 0.30X Ii `C FITTING t20 ST ST 5T ST ST T ST ST ST ST ST ST ST 5T----�^' HDPE PIPE Flw OUT: 339.56 INLET 103 � II E-- NOTES: N8" 45' BEND �'� PIPE 133 24" GRATE INLET - V-5724-1 18" HOPE PiPE FL OUT: 339.00 36 HOPE PIPE PIPE 108 RIM: 347.66 INt T 104 II 1. ALL TOPSOIL SHALL BE SALVAGED AND 5.0 LF @ 0.34X 36' HDPE PIPE 2e GRATE INLET - V-5724-1 STOCKPILED FOR REUSE. ?--REPLACE 15 LF 15 HDPE PIPE FL IN: 341.92 RIM: 347.fi9 11 STORM SEWER PIPE E- ST ST 5.0 LF @ 0.30X 1-- FITTING 117 f5" HDPE PIPE FL OUT• 341.82 " 2. BACKFlLL ALL PROPOSED PARKING LOT 5T 5T ST ST ST ST ST ---- ST ST ST ST 5T 1z HDPE PIPE FL IN: 342.44 11 ISLANDS WITH FULL DEPT H TOPSOIL PfPE 135 38' x 36" TT 12' HDPE PIPE FL IN: 342.44 AND CONNECT TO � �j� -•+ FITTING 115 PIPE t36 PIPE 107 38" HOPE PIPE FI. OUT: 339.58 " 1 RELOCATED INLET FLOW BREAK POINT 36" x 36" TEE 36' HDPE PIPE 36" HDPE PIPE PIPE i 12 PIPE 114 tat IN PARKING LOT 36" HDPE PIPE FZ OUT: 339.09 44.6 LF @ 0.51?b 98.0 LF @ 0.50X 36" HOPE PIPE 15" HDPE PIPE " PIPE 113 15 HDPE PIPE FL OUT: 34227 12" HDPE PIPE 3. ALL STORM SEWER PIPE, EXCEPT AS I----- '� 12.5 LF @ 0.3QX 48.3 LF @ 2 24X 15 HOPE PIPE 16.7 LF @ 1.DOX NOTED, SHALL BE HDPE. SDR-35, 1- PIPE 139 ---__ SrST T -� ST S7 ST ST ST ST ST - .ST T ST ST ST ST 32.3 LF @ 1.00X J'1�: iiNG 107 ASTM 0-3034; PVC PIPE MAY BE USED ST ST ST ST S 45- BENDSHALL MEET AASHTO M294, TYPE S 72" RCP PIPE ST ""'ST ST ST IiIN PLACE OF HDPE PiPE. HDPE PIPE LF @ 0.79X JB 101 T ST ------ S7 ST ST ST ST ST ST 32HDPE PIPE FL OUT: 342.62 PIPE 141 JUNCTION BOX F WITH WATERTIGHT SEAL HOWEVER. THE. 8" HDPE PIPE FITTING 116A PIPE 135A RIM: 347.36 PIPE t37 '� F- PROPOSED STORM SEWER 15 PRiVATE 8' STORM FL-337.99 PIPE 134 PIPE 135B " " s 5� 1Q.8 LF ®5.00% " 36' x 8" TEE 36" HDPE PIPE 15 HDPE, PIPE FL IN: 340.59 15 HDPE PIPE ;•�. ; z, r•>..:•: '- •.�. ;• _ s �r; -::.., ,..._• ,,: i AND SHALL BE INSTALLED IN S S 36 HDPE PIPE " 8 HDPE PIPE " FITTING 118 4 • . I1 EWER FT 340.07 55:1 LF @ 0.50X 9.3 LF @ t.00X .>.1. 5� ,, ?r ,>., ,s ....>.YG �x••'2%•%j . , r• r - . • % r 4PIPE 115 36 HDPE PIPE FL CUT. 339.3t 36 HOPE PIPE Ft OUT 339.59 " >. 4�>w�� .++riyr%1j{;'c� p.£.,;Lp..t.: ,_'M,r,•�;;', y! �.•';��'+, 2` t%'.°c_ -'>_:ta . '�Y=' r\ ACCORDANCE WITH THE LOCAL S.Q LF @ 0.3DRyJ, r •• .._ <, 4; ..t-fp>>t,, •,,;..t:,.;.�Y,r:r_ ;• :�,�.; . �, t . 12" WOPE PIPE (' { DOWNSPOUT 2 9.7 LI- @ 1.00X 15" x 15 TT FTiTING 5 ' ' '`: . '- latr f '':C .�,:sr y..; ;-:cr':i rs �. E�;vzi : • r PLUMBING S 36" HDPE PIPE FL OUT 339.59 PIPE t11 " 1 7-,:_::s+t.,J-••;•, c,;. . ; .,,.,,.:; • /i �.Yj, .,,,.;;;,.ti;• r ;.ref -: •. . •;•, CODE THIS INCLUDES THE ST CONNECTION " 15 HDPE PIPE FL OUT• 340.70 .4r; f Y�;f r�,.r� R ... 2...: -; ri: ! •„*�i: �? PIPE 121r7.>-• •>>:. ;. 12 3 LF @ 1.00X p .. 15 HOPE Pi 12` x 8 TEE �: ..•, �, ,..;_,:.t:.:• •.:,-»:• {•i .-,,::�tu:..,_�:; ,,.:G 3rr• c: PIPE 156 S PIPE MATERIAL AND FITTINGS THE 8 HpPE PIPE FL OUT: -3.71 FITTING 116 PE D 1 2 HDPE PIPE FL OUi x:::,. r �...�:2�fp,rti"'•:r < :. 3f r :t:ic,:,a;Y: 12" HDPE PIPE .CONTRACTOR SHALL VkRIFY WITH THE 18.1LF.INtEI 102y-.tr:.r.r.,o.._s<.r-3?;�•:�%=r�i' 8.9 LF @ 1.49X.:,..:o 36" 90' Bl?dD FITTING 163 " ;; q ,:fig' .fir.;. :,r.:,?b�.�g,; '�;..,. ? ,r. s, ,:.,:.»°s LOCAL BUILDING OFFICIALS THE TYPE DOWNSPOUT 1 1 24 GRATE INLET - V-5724-1 r 3 z c {. s:r c..•;, •: > r:+� 'Y.1^, ; •••;� •�•.- t •� •• :. •- . •:-� ' 7" �' t t•e- 6.8 LF @ f.dOX FITi1NG 1d8 JB 142 38' HDPE PIPE F'L OUT: 339,10 2` x $" TEE ,d ,.,�. ..-.+... ry �, :.:, .r ...>:, .:: •�••"+...'�.•_..,..._:• ,>• " OF MATERIALS REQUIRED BY THE CITY i,o • N- CONNECTION » PIPE 127 RIM: 347.0 PIPE 12$ 3 .C«;;r?'3; :- J:',''.! s::'••-;�[A•.%Y•,:i,^! \fG. YR ,. �.,•{ '•a n �-»-- 12 45 BEND ' B JUNCTION BOX 12 HDPE PIPE Fl_ OUT: 34].38 4' { } '...,r,..•t.,.1.^> .r:�•�,-;7.,-•:-...:.c.t••; ,•: --yt; ;•-.a.�•� INLET 1td • fir: dF COLLEGE STATION PRIOR Tt? 18" HDPE PIPE FL OUT: 341.74 12" HPE PIPE 12" HOPE PIPE FL IN: 341.00 f2` HDPE PIPE v+•.✓,,4i1'7, i'=lrt!ry +^�. i� j^:Ys�'i_%;::�•. '.;ry .: IS PIPE 122 N 12" HDPE P{PE F1 OUT: 342.75 -0 u e RIM: 339.93 ,,i.:a7;� :,� ssAT'y N,7.� •z&:� ri ^ x {-3_�,�•:} TRENCH QRAIN tt� 12" HaPE PIPE CONSTRUCTION OF THE STORM SEWER. s 11.5 LF @ 1.ODX 15" HbPE PIPE FL OUT. 340.90 3.3 tF 1.00X ;•.., : r;.£ ic" .t: T'.ti� :;s..,.,� - r .. a-•,r;, RIM: 343.68 12' HDPE PIPE FL IN: 339.26 ! ; • .,-<,y. r -i.r ?, `"r f ,-.,.r,• t -?°., i e' 1.8 LF @ 1.DOX D C,C�E .,FITTINGl .wJ,.., �a,- , 'e':: ;="'7, .; Su ✓.a•,•v. _,i.!,..ivS^J :>• 4 PROPOSE 5 RECESSED 8 HDPE PIPE i • 338 5 164 PIPE 167 FlTiTNG 158 :..,,`?: ,` .,. , . , . +, _.f .,,,s r„r 8" HDPE PIPE FL IN: 342.89 ,; e . AREA INLETS MAY BE CAST IN PLACE FL N. 9r tt • r r..! �Y. ,.L� 4r .. ;: - «s,r;;aL,:3v-1t ,.:.:r a ,t > PIPE 132 STORM INLET " 12` x 8" TEE FITTING tf4 PIPE DP 1 " x 8 ::i-i,' ' `- 3+•��r :fi k - 12' HDPE PIPE. FL OUT. 34 -? : ' " �S OR PRECAST CONCRETE. ALL = 12 RCP PIPE FL OUT: 338.t6 le NDPE PIPE 2" ,;.+.,? 11; £v-•!--.� 256 r,<<P ! 12 HDPE PIPE RIM 343.72 le HOPE PIPE FL OUT: 341.54 17.6 LF @ 1.00X " 12" x le TEE 12` HDPE PIPE 12 HOPE PIPE Fl• OUT: 341.3 .•vti`,.F. !T.:'; :'ri �;'� CONCRETE FOR DRAINAGE 12 HOPE PIPE FL OUT: 341.]3 5.7 iF @ 1.00X 2 `,, r. `t.,. ,-� v • •. DOWNSPOUT tt 5.1 LF @ 1.00X CONSTRUCTION SHAD. HAVE A MINIMUM 12' RCP PIPE FL IN - 337.95 ,:DH ice`., FTTTiNG 16O C ._ 24" RCp'PiPE FL IN a 336.05 PIPE ,4z NORTHGATE PROPER APARTMENTS PfPE f71 FliTTNG 119 PIPE 128 •� „y,,,.• ONNECitON 2$-DAY COMPRESSIVE STRENGTH OF , PIPE 163F9 " r!: 12" x 8' TEE $" HOPE PIPE FL OUT: 3429$ 3000 PSI. 12 HOPE PIPE 12" HDPE PIPE 12 x 12" TEE 12" HDPE PIPS _ . t 12 HDPE PIPE FL OUT.. 24 RCP PIPE FL OUT 335.95 8' HDPE PIPE ;, ; u 11"1 ril A 22 LF @ 1.OQX 3 �, 4 STORIES 16.5 Lf @ 1A 3.7 LF @ 1.00X 12" NDPE PIPE FL OUT: 341.19 6.0 u @ 1.00X „gr: _r.} ,INLET 105 PiTiiNG 149 INLET 114 12" x 12" TEE S. STRUCTURAL � CTURAL BACKFILL AREAS ARE REPLACE 5 LF OF - ;i• . -•. r'= ; ;' " D a ° t Fi171NG i61 P D PIPE 128 2 INLET 1f2 .,,,,,.p;; PIPE 129 r r a 12 AREA M. DEFINED AS ANY TRENCH SECTION STORM SEWER PIPE D 55 MAX.fTTiNG T65 o d 6 > : .D e • ° n { } D D . ;�'.:�>t;;: 12 HDPE PIPE 12" AREA DRAIN fy �:: RIM: 347.00 12" HDPE PIPE Ft Otfi 342.$0 AND CONNECT TO DOWNSPOUT 3 BLDG. H T. 8" 9a BEND ' D Q 4 A a* D 12' x $" TEE sn ' 12' HOPE PIPE , f2' AREA DRAIN D * - . �1r? i' J r 15.1 LF @ 1.DOX ftiM: 347.5D _: ;,� UNDER OR WITHIN V OF PAVEMENT. RELOCATED INLET CONNECTION : a 12' HDPE PIPE F1. OUT• 341.17 `J D 9.9 iF @ 1.DOX a• RIM: 347.50 �,: ' •.t,•..... -- 12 HDPE PIPE Ft iN: 341.83 r ]2' HOPE PIPE FL OUT 34282 I 12' HDPE PIPE F1 OUT: 341.T0 0 ` e 'D • e . b D " =i k:;r,, {l"y;ic' i D 1 8" HDPE PIPE FL OUT 338s4 FF - 348.30 e a D b D D • e' A t2" RAPE PIPE FL IN: 341.38 ,'Y;d%� r",.1� INLET 1 i3 8" HPE PIPE FL IN: 342.d0 'r.-�'; + a D' S. JUNCTION BOX STORM SEWER COVERS D PIPE 165 ° e ° 12 HDPE PIPE FL OUie 341.38 " 3'; + ��', f', 12" AREA DRAIN y:,' r PIPE 1 t B ARE PRIVATE,AND THE "CITY OF V. i >,! t2" HDPE PIPE FL OUT• 341.B3 12 HOpE PIPE 2G GO3 SF ' ° 12" HDPE PIPE '- °'r ,,: �•.; .;- -. ';%'. • , COLLEGE STATION" LOGO F- PIPE 172 D a e eD D ° p.. i ' - ? RIM: 34$.24 PIPE 143 8" HDPE PIPE ST ST D 3.3 LF @ 1.00x I o' 'x'" ' rt! ti'�? ,'•' i2' HDPE PIPE FL IN: 341.65 : r' wr�r1, ' 15.5 LF @ t.00X SHALL NOT CONNECT TO tJ(tST1NG ( ST 5T -- I ° $ tft3'r- ... .5" `. !s , FT1l1NG t10 >: BE USED ON COVERS. �r ,t, rr 8 HOPE PIPE FL IN: 34f.82 ;ri; f .� INLE 106 12' k 12' TEE 24' STORM SEWER PIPE B" HDPE PIPE 4.1 LF @ 1AOX PIPE 170 o'•e ST, • `== Di I x _...,_..,,�, c n: " ?� D ' FIELD VERIFY SIZE AND 6.5 LF @ 1.DDX " T a_ I PIPE ]29 (i) D• y ? •.� ::�. 1e HDPE PIPE FL OUT: 341.65 : u:4,,.,>: > �" t, :/,� 12" AREA DRAIN 1 " 8 HDPE. PIPE ° 4 ST o -- ) I ! r. ;or , ; s rrJ e_. - - .r• y p r. • .,;ky �•{y ?•^5 PPE ]3 2 HDPE PIPE Fl. OUT 342.95 ELEVATION CONTRACTOR 4.9 LF @ 1.00X 12' HDPE PIPE r; ;;_.:_ -� "r" .<sa�;:-::;::rr c: ! 1 RIM: 347.00 ( - D 10.4 LF @ 1.00X ' ° %c; : t. r PIPE 130 ,�.= ` i:':;r. {.#• 12` HPE PIPE SHALL CONTACT ENGINEER h FITTING 121 DOWNSPOUf 22 D D a I �;,�.,.>•,., „_,.1�,,, � ! .,•:: ;.,., �swt 3..-y ;•; :p 12 HDPE PIPE FL OUT: 342.9f3 cr WITH ANY DISCREPANCIES FOUND � 8" 90' BEND CONNECTION Gn e r '.v % :: •.•s . ;� 12' HDPE PiPEg?ir p:�FxcG,.r:, p:w'. r_y, 14.5 !F @ lAOX , y .. > e '• . T ;v;b>. ;:=i./. a �t.: 16.4 LF @ 1.ODSK ~ Cs i?, n s�' u i :� c.I_r'Vr -kta:i •:r. ^'" i,i. 7:?•y. INLET 115 IN THE FIELD} 8" HDPE PIPE FT. OUT: 338.70 8 HOPE PIPE FL OUT: 341.97 DOWNSPOUT 21 a T {.;.�:,,,:, - .-rg. 'f3v•: •'., ,:. 14 .4-:!rti f::>• ;i •i •t:'i•.• u " PIPE 168 D D T `� ; "• �: •.. ,. CdNNECTIO b S :•:X� �l r'"` �" N .. D _ >•,r .., ;X �r.� t r..:.':'.. r-. -r, 3�a Y 2 AREA DRAIN " 'D• e • ( ♦S•` .5.., •g, , �•^ r ..•-•�. .:.-.,.,,.J.:!.:e:.;:::;.: ,-t• a':,::• PIPE 123 �_. •. t .. r,: ..l,iti>7'!% ..f , !.,, ;� :...• t r y .✓ i .l • RIM: 347.50 12 HDPE PIPE 8 HOPE PIPE F1 OUT: 341.75 8 HDPE PIPE °• D •PIPE T61 � T� • �•t , •:•3 . ,�• � ;r3%,�y.-,ttr,.; ,�:. ;q;:.It., ..�X� I 15.3 LF @ 1.ODX FITTING 162 a •g Te ST t Lr y �-rk'%�: fr i'`'8" HOPE PIPE FL IN: 342.15 1-- - };-,. r� r, r > �, ,r .� ' 0.4 iF @ 1.OQXb U) PIPE 169 12 x 8 T13: -t $ HDPE PIPE D , . PIPE 160 ~ ° ST --- _ S7 - _ n: t 5.3 LF @ 1.0dX T y f 12' HDPE PIPE FL OUT: 341.99 • e � B" NDPE PIPE -�^'� !`�, .r: PIPE 144 12" HDPE PIPE 12" HDPE PIPE FT. OUT: 341.20 S 8" HDPE PIPE 116.0 LF @ 1.00X OO ull Str c re e• ° 5.3 LF @ 1.00X D PIPE t59 a -"'- -- ST - i-� DOWNSPOUT 1O , PIPE 117 ;. ' Nuii Structure a� a • DOWNSPOUT i 6 8" HDPE PIPE �' " " - CONNECTION 48.2 LF @ 1.00X PIPE 166 i D 12 HDPE PIPE 4.7 LF @ 1.ODX D PIPE 158 D 8" HOPE PIPE F1 Eff: 343.21 16.7 LF 0 1.00?G $" HDPE PIPE FL OIJf 341.60 8" HDPE PIPE tf/7 . ; CONNECTION n . 8" HDPE PIPE cn 15.3 LF 9 1.00% ' ►' „ D 8 HOPE PIPE FL OUT 341.54 d ° iii 4.7 LF @ t ;OOX n e>. ° PIPE 155 FITTING 1 t 1 PIPE 145 DOWNSPOUT 19 " PIPE 162 DOWNSPOUT 14 - D 8" HDPE PIPE 12` x 12" TEE \\ $ HDPE PIPE CONNECTION o PIPE 157 ' �. !!! + ° 8" HDPE PIPE CONNECTION 2.9 LF @ 1.00X 1 12 HDPE PIPE FL OUT: 343.12 4.9 LF @ 1.00X 8" HDPE PIPE FI. OUT: 341.42 ' ' : " ( $" HOPE PIPE Ft OUT: 341.87 8' HDPE PIPE EXISTING DOWNSPOUT 5 DOWNSPOUT 6 PIPE 164 a 5.3 LF @ 1.00X [4.7 LF @ 1.00X 5 PIPE 116 STORM MANHOLE INt Ei 107 flJ v) DOWNSPOUT 4 CONNECTION CONNECTION 8" HDPE PIPE ° 4 DOWNSPOUT 17 DOWNSPOUT 13 DOWNSPOUT 12 12, AREA DRAIN 12" HDPE PIPE RiM=343.46 , CONNECTION 8" HDPE PIPE FL 011ie 342.2fi CONNECi10N CONNECTION 3.4 LF @ 1.00%) F•L=336.22 s ., 8" HOPE PIPE FL OUT: 342.10 5.3 LF @ t.40X : o D 8" HDPE PIPE FL OUT: 341.51(8" CONNECTION RIM: 347.00 -1 a;�o°eO 8 HOPE PIPE FL OUT: 339.23 a HDPE PIPE F1 OUT: 342.05 8" HDPE PIPE FL OUT: 342.21 12 HDPE PIPE FL OUT: 343.19 DOWNSPOUT 1$ D' °• D PIPE. 124 FITTING 112 CON STORM SEWER PIPE DOWNSPOUT 7 CONNECTION c4 DOWNSPOUT 9 le 45' BEND PIPE 153 ,� � 12' HDPE PIPE � CONNECTION 18" HDPE PIPE FL OUT: 341.39 CONNECTION le HDPE PIPE Fi_ OUT: 343.15FIELD VERIFY SiZE ANR PIPE 152o• ., 1.2 LF @ i.OQXb FITTING 12-3 1.6 LF @ 0.50Xb B" HDPE PIPE PIPE 151 18!' HOPE PIPE FL OUT 342.00 D DOWNSPOUT 15 8 HDPE PiPE Fi OUT: 343.47 PIPE 124 (1) ELEVATION (CONTRACTOR B HOPE PIPE 7CWONNSN POUT 8 D . , CONNECTION PIPE 154• T 12' HDPE PIPE S O e' 90' BEND 31.6 iF @ 0 50X° PIPE 126 SHAD CONTACT ENGINEER 8 HDPE PIPE 5.9 LF @ .i.00X WITH ANY DISCREPANCIES FOUND 8" HDPE PIPE FL OUT: 339.18 Svo M LO LF @ 0.50% PIPE 149 ,� ECTION 8"HaPE PIPE Ft OUic 341.71 '12" HPE PIPE '~�-M 8" HDPE PIPE 8 NDPE PIPE FUT: 341.84 6 37A LF ®1.0OX 1.6 LF @ i.00X IN THE FIELD) o S "" -~ - - 10.9 LF @ 0.50Xe t PIPE 119 FITTING t29 S --rPIPE 148 PIPE 146 12" HOPE PIPE 12 x 8' TEE S7 -----J7.1 LF @ i.00X 12' HDPE PIPE FI. OUT: 343.f$ ; PIPE 147 PIPE l25 8" NDPE PiPE EV HOPE PIPE o FITTING t27 T ""----- S 32.5 LF @ 0.50X 8" HDPE PIPE [21.6 LF @ O.5OX P, e8"HDPE PIPE INLET LOB 8" 90' BEND - �_ O.9 LF @ 0.50X5.5 LF @ 1.00X 8" HDPE PIPE FL OUT: 342.25 FITTING 126 a T ` ST ° '0 TOP OF GRATE 2e GRATE INLET - V-5724-1 y PIPE 119 (1) " -71 347.8 RIM: 347.00 12" HDPE PIPE 8" x 8 TEE ° o le HDPE PiPE FL IN: 343.48 13.6 LF @ 1.00X EXISTING STORM $" HDPE PIPE FI. OUP: 342.09 j ° " REPLACE 15 LF 4F HDPEE PIPE S7 ST '--- A ' ( TOP OF GRATE 12 HOPE PIPE FL OUT: 343.38 TORM 1S 19.2 LF @ 0.5DX ' a, ST ---_ �cT D ! 347.8 FITTING 128 MANHOLE �T ' PiPE 120 12" x 8' •TEE SEWER PIPE RIM=343.46 FITTING 12} " i� 12' HDPE PIPE FL OUL• 34,i.29 AND CONNECT TO PROPOSED 5' FL=336.22 QN•1 "-"------- UE 8" x 8" TEE 6y .. . 12 HOPE PIPE RELOCATED IN R 70.6 LF @ 1.00X RECESSED STORM INI.Ei' REPLACE 5 LF OF _-`_:.=�.• _•�~� � RlM=343.72 STORM SEWER PIPE ' ""'""_------ UE •------._____- UE 8.. HDPE PIPE Ft QUT: 341.83 •--=-• � ' • . --- - --- IEXISTING STORM INLET """-------- UE FTMNG 125 -:_' =`=___ TOP OF GRATE i2" RCP PIPE FL IN = 337.95 AND CONNECT SEWER TO RiM=343.56 LIE--___UE g• x g" INLET 111 °' ;" _�._ ;�,__ 347.8 24 RCP PIPE FL IN - 336.05 RELOCATED INLET Fl.=336.64-`"'-'-------- UE 8" NDPE PIPE FL OUT. 341.99 - 12" AREA DRAIN "- =`- 2e RCP PIPE FL OUT=335.95 RIM: 348.00 L =` tNt ET 109 8" HOPE PIPE FL OUT. 341.78 "'- __ EXISTING MANHOLE '-------•--._._ % �_� _ TRENCH DRAIN `�' - ` =' =I RIM: 347.60 w I le HOPE PIPE FL OUT: 343.60 Lv RiM=343.53 FITTING 113 S (348 348 FL=339.27 N - 8 90' BEND 12' HDPE PiPE FL OUT. 341.56 S-6 S-6 . .. S-6 S-6 S-6 S-6 ;:`.`. •c ,:;. �.; , •��. s I S 6 S-6 _ + W-8 W-8 W-8 W-8 W-8 ---- W_8 i..::kid UE -- -- _ '. g S-6 S-6 S•-s ---- U -`--- -- UE �-$ ':. '• r' �� _ ST t�1 ST ----UT ST ST ST "--" -------- UE . ____ - UE _ _._ _ _-___ U'W� 8 ---. - - :. '•' Y r R : ' `' ;:• , "LIE UE UE UE ---- `--- U ----- ----- UE . ----------- UE--4r-. - ti �• ' yit ; �T" r ` W-8 O UE NYLOPLAST ROUND PAVEMENT DROP -IN GRATE, STRUCTURE COLOR BLACK PER PAVING _ 12" DIAMETER PLAN UNLESS NOTED OTHERWISE f O.D. + 6' MIN. ADS NYLOPLAST PIPE TO B& GRATE GRATE FRAME E FLUSH PROPOSED rc, �a $4 BARS i2 O.G.EW. B" TOP de w/ PROPOSED ROOF . +r ...:a • a ' '�c.'=• Q\Q�a SIDE WALLS BOTTOM SLAB W/ ADAPTER GRADE DOWNSPOUT �• �w _ ..••:'•:. _•.; BARS 12" O.C.E.. O.D. •t• 6" MIN. EAST JORDAN IRON �'•;". r , . • . ,.:/, , r: } O.C.E.W. _ _ \.\? .\\\ \ty, \\; \\ Vim: \ ♦ Vi/ .��'�`:✓a:•Y •.�••1 .: \\. 'l}/ ,/\, ./'\/ yid/1\y y/• \y'��\\/�:i��:��\�. ,;;,•>' ` . •-..:...� :�; SIDE WALLS " WORKS, GRATE # � \r/`!/c! \�: i\/i\��.�, ,%�!'.�� •/• ;'\�i /� . \:,:�i, `r\!r.. ; ,::, .: �;�• 6 TOP & NOTE ,�, .• ..... ,.\ V-5724-1 / /• •/ / •✓ %�/. //, /jV / r. , Jr l ALL PIPING AND FITTINGS BOTTOM SLAB A A - _ _\�\'\\\ , r\ .\f\! HDPE 4R ti.• \l \/. (,,.\ . r: �r" 4" PIPE ,� , , \ ✓ ; \ ,. \\'\, \; \;'•:yt, TO BE IN AGGORDANGE :t\\� PVC PIPE /,�!�//t/ WITH PLUMBING CODE LENGTH VARIES COMPACTED CEMENT STABILIZED HDPE;\��y� �`��i\�r`t PER PLANS f'%/\� i�i�i`/'` a` PIPE O.D. :. - DDD DD -L P \ \ \ �;'; 8 s' : >' SAND, 1}i SACK/CY, PUGMiLL A ;f4; ❑❑p a;, FLOW MAIN vTEE itii� y; 4 45• BEND p \\•, ONLY. SPADE BY LIFTS INTO �_ _ ❑©ODD _ _ _ `1 .. f / , .,/ / ,/ t/. /:;/\ (6 MIN) �/' _ '!/ PLACE, TO FILL ALL VOIDS " - _ `I'v' DDDDDD "= f LINE -:- \%\ C\r/.\/,. ./.i\/i,\n. i.��/i.., \��y!f 4 PiPE DDDDppD I c' : • AROUND PIPE. MANUALLY DDDD❑D,!\i/ LENGTH VARIES CONSOLIDATE AT OPTIMUM 3" MIN. EACH SIDE �- fi" SIDE WALLS �\ PiPE MOISTURE. j,\� �f��j ��?i\�;:�'. .v,\�`Y\\`i\\\>'` f` 6" SIDE WALLS D.D. t 6 i BARS s o.G.E w. \1,.� \\j,.,lr��\ f�� : ^ v\�>\�a\� \�, s;�v THE TRENCH BOTTOM SHALL BE #4 BARS 6 O.C.E.W. . „ STD. CASs IRON TOP do BottoM SLAB \\'\��/�`%y>/r�i>�%'`'\ ��!\'\�j� r HDPE DR GRADED SO AS TO PROVIDE UNIFORM " TOP & BOTTOM SLAB MiN. 26 - - MANHOLE COVER SECTION A --A �i/�i�:i��i�\irr.... PVC 9D• BEND AND CONTINUOUS SUPPORT FOR THE 12 MIN. SQUARE 28 DAY CONCRETE AND FRAME 30" NOTE INLET sizE is NOTED IN THE PLAN VIEW ' STRENGTH=4000 PSI O.D. + 6" 8" PIPE 8' WYE 8" PIPE PIPE BARREL BETWEEN BEH HOLES SECTION A -A PLAN MIN. 3' -SQUARE 213-DAY CONCRETE NYLOPLAST DROP-1N GRATE CONNECT TO EXISTING 24 STORM SEWER PIPE FIELD VERIFY SIZE AND ELEVATION (CONTRACTOR SHAD. CONTACT ENGINEER WITH ANY DISCREPANCIES FOUND IN THE FIELD) 344 344 FD(i5T1NG TORM MANHOLE 340 340 PIPE 201 24` RCP PIPE 115.7 LF @ 0.65X , . , - ..w.. y :• EXISTING 24' RCP PIPE 3313 336 4r ' PIPE 202 EXISTING 24" RCP PIPE 24' RCP PiPE 4.9 LF @ 0.65% 332 332 W aIn o M p zG! 328 1 1 328 CD.�. (a - N as n. a 324 1 324 BEDDING AND TRENCH BACKFILL FOR STRENGTH 3000 Psi ELM ROOF DOWNSPOUT _ GRATE INLET DETAIL JUNCTION BOX DETAIL AREA DRAIN DETAIL CONNECTION DETAIL _0+50 0+00 +oo HDPE. PIPE STRUCTURAL AREAS N.T.S. • N.T.S. N.T.S. N.T.S. N.T.S. PUBLIC STORM. SEWER PROFILE i ■ . THE SEAL APPEARING ON THIS S.0-hultz Engineering, DOG H P. WAS AUTHORIZED BY JOSEPH P. SCNULTZ, P.E., LICENSE 2730 Lon mire, Suite A NO. 65889 ON MAY 3, 2013. Longmire, College station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR JPS DLD JPS 12-204 MAY 2013 SCALE VERTICAL N/A RA NA PLAN HORIZONTAL 1:10 _ PLOTTING SCALE: 1;1 REVIEWED FILENAME: 12-204 cUmrwLIANCF MAY 3 0 2013 COLLEGE STATION ENGINEERING v THE. SEAL APPEARING ON THIS Sohlull,-Itz Eng" �""� LLC DOCUMENT WAS AUTHORIZED BY 1 ! JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Lon mire Suite A' NO. 65889 ON MAY 3, 2013. College station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR JPS DLD JPS 12-204 MAY 2013 NOR THGA TE PR OPEN APARTMENTS LOTS 6->0, BLOCK 2, TAUBER ADDITION NORTHGATE -COLLEGE STATION, TX LEGEN D -A- SIGN 0 ® CHANNELIZING DEVICES FLAG <3 TRAFFIC FLOW TRAFFIC CONTROL PLAN NOTES: 1. TXDOT TRAFFIC CONTROL PLAN TOP (1-2A) SHALL BE FOLLOWED FOR THIS PROJECT. 2. THIS TRAFFIC CONTROL PLAN SHALL 13E IN ACCORDANCE WITH THE TEXAS MANUAL UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD), PART VI, CONSTRUCTION. 3. PRIOR TO IMPLEMENTING TRAFFIC CONTROL PLAN, CONTRACTOR MUST PROVIDE ADVANCE NOTICE TO THE FOLLOWING: • COCS PUBLIC WORKS DEPARTMENT • COCS EMERGENCY OPERATIONS CENTER COCS POLICE DISPATCH • COOS FIRE DISPATCH • TAMU BUS TRANSIT SYSTEM • COCS ISD • - - COCS TRAFFIC ENGINEER 4. FLAGS ATTACHED TO SIGNS WHERE SHOWN ARE REQUIRED. 5. RI-2 "YIELD" SIGN TRAFFIC CONTROL MAY BE USED ON PROJECTS WIN APPROACHES THAT HAVE ADEQUATE SIGHT DISTANCE FOR PROJECTS IN URBAN AREAS, WORK SPACES SHOULD BE NO LONGER. THAN ONE HALF CITY BLOCK. 6. RI-2 "YIELD" SIGN WITH R1--2AP "TO ONCOMING TRAFFIC" PLAQUE SHALL BE PLACED ON A SUPPORT AT A 7 FOOT MINIMUM MOUNTING HEIGHT. 7. ALL SIGNAGE TO BE MOUNTED 24" CLEAR FROM TRAVEL LANE AND 7-CLEAR HEIGHT FROM TOP OF CURB. 8. THE CONTRACTOR SHALL KEEP ONE LANE OPEN TO TRAFFIC DURING WORKING HOURS, AND THE ROAD SHALL BE OPENED TO TWO LANES OF TRAFFIC DURING THE NIGHT 9. CONTRACTOR SHALL BACKFILL ALL OPEN TRENCHES OR COVER WITH TRAFFIC. RATED STEEL PLATES AT THE END OF WORKING HOURS AND OPEN THE ROAD TO TWO WAY TRAFFIC AT NIGHT. APPROPRIATE SIGNAGE DESIGNATING ROADWAY CONDITIONS SHALL BE PROVIDED AT NIGHT 10. THE CONTRACTOR SHALL PHASE CONSTRUCTION IN ROADWAY TO ALLOW ONE FULL TRAVEL LANE TO BE OPEN AT ALL TIMES DURING WORKING HOURS. REVIEWED COMPLIANCE I MAY _3 0 2313 COLLEGE T TI TRAFF1 SCALE C CO 1 � VERTICAL FOR WA TER LINE HORIZONTAL C 0IVS �UC �� O 1 9' PLOTTING SCALE:1 F11 E NAME. 12-204 ,rA O �•.f .i�,<yd.....�`.: •- b. _..."..i .<.. _.nr ...__i _. -., .. +..... .. ii.._..... '.. _...__. i ,.,...... •.. .-.._.i .. •�.. _ 1 fi�� , .-..�•. ......,..,.. i,,.,,.,"�.. .:o • .• - •4 L• i� .'—•--L :. i ..,, i,,.......... i.;�clas;:�.-...:,.�i.... _::...._.,;,,- ......_. ,�,,.;.•.:�,. «:s:::.: � ■rr/fit �� i i ii • : dr+-:•.,•'•�•�+y-•--�•»%i�-�, ..... ...i .ii-'--,=.:a ,. ,. , ,.,..i._,.. ►'w'��"+ '<:;t.�..u. }- �t..R•,.�o. rt,er.�r .._.. f...,..,,,ai..........i ,..._i... ...,.:. i .rl�i� �� r � � t.ra�t �� I� �R•,w�o•• o� or•, �� ...... ,i,..,.. _........:. - _i----- i _..•�..•.I,:e _..�...:..,.�...•rri�..:.+lrw�..r.:...•it..+�>:y1r�:wia.,..�.�ia....y.� �p ..,,s_:,.�._....i<...•.,,:�.� � � r � I , I� � � , t�ar•r� RrRau.r.�• so...rttR,Rsit., t�>.a�� —tr,�o� �, ---•i �� - Ilk �t � r± 10 5 0 10 FE ST ST ST S7 --- ST ST ST ST 1 ST --- ST ST ST ST ST S ST ST ST ST ' SCALE IN "FEET i �.� I rn ST ST ST ST ---» ST ST ST ST ST ST ST ST ST ST ST ST ST y I tjis----•- ST ST ST ST S 1- (I T S7 ST 57 ST ST S7 ST ST ST ST ST ST a' �RADE PLA NO BED II , AREAS WITH ASI N ' JASMINE GROUND COVER I (I II LANDSCAPING KOM, AND ANNUAL. PL NT1NG5 in ST ST ST ST ST -- ST ST ST ST ST 5T ST ST ST ST ST ST ---� , 1. 104X COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS Gj II w / i) IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND L DRAINAGE AREAS, THE PARKING LOT SETBAgf, (I RIGHTS -OF -WAY, AND ADJACENT PROPERTY ST ST ST ST ST .ST -- ST ST --- ST ----• ST ST ST =—• 5T $7 ST ST ST ST $T ST ST Si' ST DISTURBED DURING CONSTRUCTION. r I ST ST ST ST 5T ST ST ST ST ST II 2 IRRIGATION SYSTEM MUST HE PROTECTED BY EITHER i ♦ ! ♦ • ! , ' , , .. S7 ST —�I A PRESSURE VACUUM BREAKER, A REDUCED x r ♦ • a < • " " s . • ! • r " r I • ' ♦ , r ! < . • . ! I ' ! I + r ! s PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A + Y r ` . • • • ♦ I < ! < A Y ♦ r • • r , - •��JitT,�;;',4rfi"').".u:;r •T„i..2,ri;})^Yf ;C7'• ..aT• X•/••'• .ir• „1•' :'/• r ....,r :wc•• •} y ../...T.,:•r.:.%r`•?4'<�•••r;�..J.-c:i'•�i.\rx• t�l.::i}rt ! ! x ! I DOUBLE-CHECK BACK FLOW DEVICE AND INSTALLED • • ! Y • �!'�•v'•i, )• .r• ••-r.,,�rM1,.:, �!.•:-irw.r. ,/ p_t:. i� - ! .Fr )<rov::/,r .{.:ate-.rso•..; ii.k.a f; <.:,o•' f .,f;C•i._-..lc'?, v�,�Fii^.;i;r:iy: '=d.t ! AS PER CITY ORDINANCE 2394. r • ,✓. <''..7n . ..: t;•.'tul: .. ,r T..J 2, � +?,¢i.r + ::; i"..f ?'rr••,`•:.:•:, .�. iJ II' a:.0 i• •�5:>.p..v-.�- - .. r ...f r, sr t �^.: i:=l.vor-xv.:^ �<'-•Yr• _ i,y ai-)r:_:� .,:•i.;r: +"7. Es :.)'r ..•" ! ' - _ :la ?••.: r✓: -.::'fen � ..♦.aiY'r.'-.`r=y,=•,r. •n)2`7:iJ'1;i�w•.ai'ip .:'.'-%':i'L:,•:.i1:•:;dl:::a••��••"C'�:' _ ! • • is 3. S ! b . ::�:%.:.s..-;� ..1•r,7,=.:t.br .,.�r;x.,r......•'.•ar~r iwr..t. i�i,:.. . �.''.•.rr.•+i5::o,, .f•.•i+,•/..k., r,•.f•'�.: ♦ , � }t ), TREET TREES SHALL 8E SELECTED FROM THE a '•:r.i.-/ •.:err. >,•>.: '-•'�<.: Ji',a�s.. �o)•. r: •!�••::.r">'. :.t.. ".}.y, ..t:7. ,rtr!}>,r .,•qr.... Y Y 4 .t; .,•';t .t,.Y; ,; )•` ,r.. �•t:...s;st�;,:.,5 ,x.,•.y ..�.�' si,�•:_�` ! ! FOLLOYANG: LIVE OAK, CEDAR ELM DRAKE ELM. e _ J ,!•• <s` A,p;✓.•e'v',�...}y .rjv.:-rl: .l: ..T. ,!:••'•• .f.• 7 r < • x r - WAX LEAF LIGU5TRUM GRASS SOD ' 6 ��3;>",> '?.: r.fr •r, .,.i; ..r. ter. iLC.*:Ji;, Y (:, _y.n'2.' , ! ! t.<i•'�T`4::�`. _..T•,••^'}�,Y• +tridi.Z 4•....,,:irw^. + �.FI, +>" i• •✓• }.12.7: `f'"-i•--'� •tr,: n�• r • r EASTERN RED CEDAR, SFIUMARO OAK, OR BALD •P -J .•'1 ._,t . -rr• i,i1.. ,M1L �r a., Yi• .-•L G. <JV / < ! 'f'r�i.;t. t0..,..r,t.. Y;tY.r-. ..Lr. r" .y.Cr'f,,! ,,,,tY a� r. .4� 5"r . •""'. ,t r a U f?. „l•!;ir- _,e>g} ,4. ?:rfai.- 2t ! ' OR EQUIVALENT SCREENING f•: '•r•� .a-;•�. ::J ..?„ r:t•f i ? _'ta�sfrG.);. ).t:r .t...a ,r ! Y • x CYPRESS. AREAS iYP. ar r ,. bt ri . ! ! (TYP.) � .J.• •'{ t,'iit_-..J};L(N.6*:':J c 5.! •r .+ •.> r -5 7. .r. ':F. :iVf°r. =µ > .+fE '_*'..•n..n SHRUB - it .i �' . 1'r! i J f•• . L Y j• t` •l' " 1 11 , +�j',•= r"•i. a r/•• . y Yr ..L ".1 - t e�> •tic ,£ t • _..+ b .., rY:• ,•r4.. - - N:ir':.�•i :;•i+,u`-• .y.ii•,';::..rr,,,,n. ?'.1.t:.,!;7"Y+:...7�,r. • fit. �/.k:ZS•�•4: .r�r; •":<, fi:A,; f5 .e , . - r "r' , a x ;el: L:,r,_ .' �.r=-...: F .. /!r- (- %:'L'S.`�":?<is•• ;?;F:,l�'•'Z•�{; i . Y. r ' " - - - .. - :i•r>JF,� 1 r/�y1c .'r„M:iT�:<l.•'F•i L . t ", b C •p ,•� .[, � a b' :P d p' a > D e Jti+`i: t .`.G-'',. ^w?. is r: `1y ♦ -.D > • 'b• e' •a b .'b• 6• D. t._tiJ•+;�,,,'r:-r�o••'•> ,C.!-,, t • ! - � � .. ' D . tiD'• b '� ,e , : D p :%;,zi:ui{ti...•:JJ,«� ,r„: r.•• T; 'a _ � De a. D a" R e °•• .. •D ti;rt••r,;;:;�,J:;.• ;i• ,.fv> r.:=r;r, , A D D 'b•. 6 •p D p•' •i f..M1" '.�. {: v 1.•) p", f •1 a 6 r P• •D p. i.•. .i!;: Yi�Ya.'t::. + ! ! .. f 6 b .6 p 5 'P •. b bf .d. D ,y"-;+`;;-'C:J:y i 6 D, D D .. j •a .a. };'nf,:yrt..ac.••iS:..0. �..�•Jr..dbirvl-•.>.. ,J, • ! , ♦ - 7� b •'D a a ,.p •D: ° . tb; •6' 'p a a' •D N: �.^-'''•,;:yics .•ar,(j.`.;.a • ! - , ! ' • ! ! ♦ ! . x r ••D • • x . Y '•::v': •`:,r"a Md�:;:}.mow;^•1� ♦ • " _ 4•-- • +S. r . r >�J�. T • x . . x Y I . r Y . r i 'a> -?. n 4 `sa •r: ...�wr„•,iis.;•:-: Ca'I; c.T ♦ ! , ! ! ! Y I p' .a r•'f' : 1r.>, r.:4 d' ! r • DL-"• _• ♦ ♦ ! . • .'p A • s Y ST +^J a- w ♦ f • ! • ♦ . ! ! • • a D x S,s ;•.!cr :3 j•<c.y,. r..�. �v. " I • Y l Y ♦ • • , S x Y x • • • Y x Y"1 D' I :C.y�j�:."�ys�. /ir,:,::.:.I.J,T µ>g,p....� - J .i ^v: 1 t { Y ! ! • , ` , i r " < - f . . r ♦ ♦ r I • • . a • e .-_.... ♦ , • .'^•..-+-f T��+..: .} r f . . .. a a f s ! r f •" �a'�-•.' _ 11 ! t ' • . . • r x . •. - A � ( P^'•- I " .. I � F i D 'may.,"::�...y ^•:.F.'.:':f.g.�ii�-F;lit�� :.•:'.•Y�a/-.&•.4 .�,� t t I ";:r.. s.,' c f ! L`,c?rY_:.:'4'•i•.+.y+apy,-;' ,, «•r c. M . ,: ! / ..{n y J+r I I � 1 � i ♦..; y: .r->i•ii«c.: c ".vt y'r1..c. aiy'%.)J=�'<•rJ.•Y•ri�a.:! , Y•i•�F� �'tI�''•(^::='•'•.; f :s)s^•r:::: ?.�-/„•, f_, •+ >.,,�r3T.;J, Zt.. IrN"d•'i::t••.1>r �Ct:�}^a.> ••C• . • .. - - . - a p• . a . . ♦ a • 1 • r D �t, r IT( a .fl'•••�. S�•: �•�IiY ..,T r_•r !,.•„•,:. ".r_y ,•r+•, J. ..*...`: :-•_tI -, � .• ."1"t•L'-'•F'�'•E:i ,.,l.I t_ /•") :C •^•.r t.�: �':•\�•`. _.,• t.r ! ••�'yl/ �•, :•J,-,.":.►' )•:•fY.irt.yu+r:`;� ."rt>, f" i.;...•J r, 6 c',•: :w.:�..: >T a:. f }si•: t i i i �•6 - .. . .. Cn a a tFa, I .f.r .Ytn, r: •'••+ .-.?r•fi+�C'^'i �E r..;.•+.r: s,+•'• a1: t i J..• :.. � � :I` �.��' a F„= J. t; .n. -.!. '.-•.'•-a.; 5_r .�'irA:fy<:..{ .f. F.c:- 1 .P��•)•'. .n; �•r stn -":: >, f,,..•w Tr-v...! •_ - .. .-• • .. 'p� . . • • . .t! r a .. ! p-' r ♦R T . • . 7 • . • , w"'7--'A/�$,�� 1 f, y r .r..r ..rl, L'ef•,..e �. t.a., . { _.. •,iry'f _ -•% rSv'r,.1a.:,3: �y I V•ri:-.I-•..a--..'%a'T ifi �w' > � ,ice. n . {v. � i Y. r>,} ! .t .►. �r cr'+ Pr�!'.T).-.•1.1....cu. �. r. t -y �:iy" ''SYij ..i.•.'.:'"ii./ �'T..t.'r: •-ent<•::'fyfa =„i•t: ,^e a - .,1 { •.f.. f',j�1-`ta�;. i. �.�:r',.Sl :'1:'•1•Y:'• %`•f'�•i.:'r �taa. 9 f . • • r I , , _ - . Y 1 - b p M^^�^•.•-ar" T NT r•D')•.•.r:..y.T'• �: w, iT i•F.f��•7.. Y4�k'wf• YWJ�. )•.•r t,r,_..M1.i .•iI. r"7-: yr c rr,^•' T , +tY� rS:ri .-:.;.-..tiff=; �r • rt.. � fr Y - . .�q ' Sr rF,)•>A••rytl:, yt{�i"•.fr J.Y��^.f J•f�%Y'A�J:r. i':y tiy'•./ i.•.rJ, ,•, .. t••i, .N, S r vy Wit,• f•::•..:•'` �_• r Y • I " . .•p Vl•(I• . -i • ' A D• p' a .31•r-•'+-•3..d \ Y. .I M1, � If -I :f";rv•: rR: '..'..�.. �1 x r x ' .i'. ..., .r . r 2tfiT-'; �): N.:7• f:... .,'."-' �" r •� b:r? �:.•i;.y;,;., • " ' D,• D' • • x j• . • - - _ - .. p b S p ,,Y • . r- tr.'>t �,.T ♦ar .r..t`f r... ytry r:.'i':•,;� D a , , _ r'. . -.; i� pCam,' -X • • irrJe.+.%+j., " . _ • , D .. `.• . b p •' p •. - •�-•+tia Y L> .Y• • - - - Y - - • • r!.! ••t• ,� a P D r 4 • . • r , a ' AT -GRADE PLANTING � 'D r AT -GRADE PLANTING BED AREAS , • • BED AREAS WITH e. D . •'a " y .. " , WITH ASEAN JASMINE GROUND • x . • ' ASEAN JASMINE p . n - • , ♦ COVER AND ANNUAL PLANTINGS -+ ♦ w GROUND COVER AND a D, • ' ♦ ANNUAL PLANTINGS :. , • r . • " • SIDEWALK BENCH ti D �' , • . " . " . ' TYP. EVERY 50' p: e • ' +° , • MIN. CALIPER TREE 4 �e' .. " / REVIEWED 1f ! , , ` ! .r • . TYP. EVERY 25' SEE NOTE 3) TREE GRATE D: •".. CORARAANCE r ' • :.. ' a 1" P.,co IRRIGATION METER , f ` . • �,' , • •• . • r "♦• MAY 1O�t/1f A( . l3 a ♦ ' • , • • p ! • ♦ 1 w `:t - HARl75CAPED , • , - • " •♦♦• ♦ ♦ ♦ ♦ • • � .0 M �i N � r.w.' , "•---- >s - � .__ - ..:_..—^, ., . , �t�t�t��ll�trrlrrr......_._.> .:). � ::..:.,��..... '� � ''!r-•rwir"""""".....'�"""�'rtArl�lll�ll�rt�llt!>�. �, y R�r��t..1911�� i:,:Itr�IlMrItAMaI�■►!!•1!! `�{1/1iif�C'�dU�liiut�i��l��lYllFJtw`u.,'^�r,!'�/t��l��r�;wlk.iir •-'."'""•n+ru111A•1 - � _ �.; f t.'t�-�;� r'r�. F . -•-.....•r.�,ell.__�,��[?CiIiL".........�.._i.7�I111�1I�1"„�r•�1�11N�tr fl..yli�:��i�l��1��'1 �.,ir..lf��l'L±IC��ll�1��t��lY•r':u:t: ';J.'n��!♦t��1�IMillMrr ' ,��,,.'_•'�=`l .:.�'�#�■IAM1•lil��l��i`,r�rii.,w�!►"I!l'' . `•r; � ►�\t►/% nr:��:`.:�^,ti,`-r[-,'fl:1�N�/l�;i'��'i11W i----•.,,nr �j/�� .. ---,. '+r""�"�� ."'-'-.r-+.w�+awl�l� �' �•.ti.��!IMI��:�1♦�1��/`�t� f1 =.,-�, - �.r► a,__,��Nttiiii�::c.:.�. , 4111I��t��li:�1�lA�Iri�r1t#rt�"'cr�,'` �_7»--'.:. ��' - ��>•\�t1/� �� ili'7arj l7��"�ciiwt>wRa�1�U�>.•-'-.rtli�r� �..•.. "-i.�:•._.;•`�.,:4�trw�ij�y.1N��iltMrrrti::, . 'M rl�Itrlurr,... ii } � h`?.,, ' ..�.•.r,,,r��t!►.i1rI1A��111A�1�1�:• �.,.../tr/�.-�rti�tri�ItAR�r�alr`:.� ��l.�lK,il/►'1-`i.►Cs�� , ^�� ,_. 'A!� ....—•„ "r` �Ii•�7tt��rlr_`•"'rt-."=`'`''=�-•�xwl ,, "`i,""+.r. «+..•�.. �c+.� �;� - __.____.,,.,,,,�., i!l4r,. ,y, \ �IItT"C'/��MGwiiwTt_,.=,. ..� f�,�s•-,.�.o._,_.. t1• '•+rr trr•...• i'.r �,..•��.,; �-. I' �r- t�I�.,,,.� r '.�! �WMiYrF,...:a ■ at o- �y�. �.rr�r_••'• r,d,: �"•'��„•` 'rrrrrK>••tlft��r ��t� �1�lY�a�rr�.►'%Ire•��.,/>��1��1��.'"'.,iMllultr'_`"�„"' �11'_ �11+E".--a"'��.! �)fiii! �i0i,,�11��CR�l>rl'7�i��MI�Ir�trrrr."�.�-"��»�:r-r.�'•,��i �� ^'"...._ •,. ,,,,,�Vf �t�'t `•wrirr - ..Ri.rwlr,� +irli'a��[AJ�irr•'wgt�j��tli"r�lllt,•`�r,•'•��_ra,irp� �,.�--,w•�'V�,u. ��`-'�I�IAt1��1�1�»��f��r � 1_ ir.."ri�- L � '��: s,�` �L�+, 4 �r.rrrrr+�rrr Mt111111:t��illil�ri.�+lM .. �/! ��-j�fi/�/lt��`.l�f?1 "�r.'� IS.�tj►►��Yrit "."r'��>�#i�t��l _111ifs:7�i��lllltlrrr......Gj�i*�r�y �� ;a ''""....-:--:�:_,_i �y��t,,,, j,�' ;tt[��.-;'�;��,..,. i""'t."urwrrl•It/Iw4a��j++tC;�i.Yri�R�l�,4l��ll�N�tl�iJ��fl��irr�`R+.��7TI��a� ��IlYlitii� �:.�M�>ri��n�'J�:�a'T�11��1r� A� S �w��`�"s�I.eI+I�� vi Q 'bc_,..3i,fw'1-t'1� �► � � +�r� r r -!!�.r�:�rr,_<�r„nr-+�..,.,,�wllrccn+li�'^��iitAf�l�tl��llts .i •:... ;, �'•>:J='�!' i'..'��iiiii �a4t `"'"""'`„•,r ��1jCj��s�r�• �.r� �i rr�'s>..� ,r�'pJ��yt'v ,��i" �'T„�`—.�.�- �"-r'�.�r""Y�Y�tI!"��[�'�!1��'7"rliltiKi,...��'•rtrL,rlA1�1!'iss��^��h�r3 w��lr>•��111•l�It��1��tlNlrs•r.,......-_ 1 �.�i��i�il` >c'C'^'^- � +�•i�`w> jg°;: =-A%I!»'�1�[.�.1wr.tiirMcSl.iN�..,�n.rt`�y�1/1i�iw �.-`.�'�all�t�w��tr:.�}!a�irl�1[�t�tOr�11!!r.~`_"`—..r - �;si��i:��^•.•:"�. � F.' �-"•-,�..,-�r:,� �t�!wtrsr+lr..�l>•r�lw;.- ., .,,,r■.jt � .,.j.....it•lrrllr"inl�.ar�ll��>,l�tr>•!r ��tl��rw� ��iltt� A�4I4I�I,�j�I*• ��-.,......1, i.-�,•,•.�._. ��tottlt� r..tlC•---:."�'�,rt+�.•I,i.u."'�'�r'�4r►►��lw hts�l 'tiii ! , . - ..;.r�rtl�:a�Es..i�,....,'�►.., ,'�' i.Mrtitule..—.a11r.S+rllwn�rr�lf■-iivR. c"-x,roir - ... nil nwiNiiw�.lt...,.._..... . .•_sl)•• �`� �� Itti . j �,e..rr♦ s,{�.�� . "'tr�rltllR'l�it11t11i4�It�li r.:�t_ic>,t>:�t►111�1I1�t�rrfi�llrR.-`�,.r,.....__._....._ �•r,+�rrr:--'.� ,•�l�i•�.�r�• � �Cfii�l�i iC�Mml`Mir�"�+�IiAl�f 1'\H//r1Jrt�a•.i�'�.y:c.t'... =r1 • ':r.."+*•rwrr•,�r A�II/liluit•.••.S;a'��i�/L�]:('iat..•'�•'•'d•.0 1r��`I�`�`+ ~.... ��>rA ��,.�1�117�i1rllt�� • ! r'"'""r'r�lYYlti'ir,t•+rr rr' � r.••�<t`-'."-•=_- ..,•. �/.i1r��i�l�rltl�ltlttr,:,..n......_..__-___ 1.�...� ....•r _ �� _ ., !1��11 •/V� �MnierI'Ta�•trrr,.` Iit7�M{T�i `�' All i1y' . : ::� . utL �.�, +h+i�,tF1t,.i ltei•,t++irtlri. ..., �; f _.� I/Il\ istl�ltta�w>ruiut:..-=�_„ cam.► �y,� I t 'r�t�-'�-�i►��Irwrr�irifi�iirl{iQit�iailiiit�liYll�ililiwi�Niltlir?tl�s PLANTING BED AREA -+at•..rq� / 'ti - 'a+-arla!!'�I.LtI�...� _II �IItR�rl�l��rc!'r`jrrt�--I:...:.�t""JPt►".�rt�t�rr�irEt�Iw�r�►r��3t;+IFi.71>rt�rw�trrl��al� �'.,:•..,, +i�.�fT ��llluri.�'�..-,..•.-.+r ..; ��t:Xai.+.rt��N�IL�=54.�w�i:��>��k�ii�� ';"�"'•�R�� ~►• ��r►" •""t�iY�i�ill�Ilr"""+•rt�ntlrll�llN��s�t)1��lMKi$l�il1■UIwr4�lNAA�� i--..t.'.,'rlr�r►''s!r�j/11�1+;'"ira� a'"�� -—""'-,,,,t...ttl.w.�;:::wlu�.tnlwnt.rr�t�lt�ll��t�llr '�^--��,►Jerr��•�►tNttst■ea■t�a�l��ett+�lrttt�lt �. •..'•'="�...:......_.:,,�t:=•..._- �ra�wlrtrrs�_�_�rr�i►'�1�111. • • �-`•■cttflttawtritRcilrl�rtrnlr.:• �� ilt�� ' 0 •r ``��tl.!i fj i t i,'J i.h1A "� •r! .. �T• 1 ♦ 31 • • 1 / l`l. t.�f-`�''"ey L}� • r -►a • • • �r a► 1 t /I — � a• r IN GRASS SOD 1 ) �,,:��,',�,j %c•� �•„[J/' • • • r r • as • s_ r . .+ ti 1 �-t era f�.,f ��i :��li�%tf�`_ �� ► T I r- • ► t a- M a s . ,i§ / .r �;-,�•;.-_... \ \ l `\ \ v.t •� ' _i ^ :'• ---- • TuZifiii�.rrry�ii �ii:'iiiiiiiiiiiii i5ii -' �-=!I,f••'�•. � /'... •�-.a:+�.^ .I/l/I!///`.�\ �\ .<),f r.,''� J'-' :•";r_,,,,�•^J u:. �"^--•� K � .sh' •: '�`�' ••h�:> r...rir...ir....i.. fifrr fiiiifirorn�,ii i:-•i� ii�ii�'i'i �iiiiiri. .....••-'.. ti,: • t, •-•-_. � \ � \ � \ // /lt�?;t„ _ �� _ c=".`��+_� ` - n- • - • : ar ► • � s• t ::.r. .f...,f...: f..,..rrr... .r"i:•!, �`�,. •�V'��„";i^!�::-� fib/i\\�\\/i\\O.\�/�9-J:�:,�.j.fti;'t�/R'1i�t:� : .`""'- ••• x ► '.��'?:�^-�. _ _. ��,?'�^�S ..,,rr.....,f, r.,.,.rrr... .. �. t� ram•* `` /i/Ni/i1� r,� f' , ;f./f.•'+'�%+%,1..%.%//�ii� I�•tti?• ♦ : • V\\\\\//// ��Q-;;.!' �:.::.O:1,�;.i<.0 1.�Q��; /�//•�/\\\ \///�.\\\� �..�,.%/,f/ �\\\\\ .il///��\\\\\\.1/i// \4\\�\ •ii/!/j\\O \� J�!/ \\\!l//�� - �- �-11r.--.I.I.�-11:.=�-1 . i1�.i .'y�;�a�G��I�`;. •i/CG:I:atL.._l_l.t.�. !i �.:> �"r.g�•°1 =fl.=11,i-^l--13 1�^-1- ►a: • • a. - •• • • • • . . . r/r',`.•;/,}:i>fu.1-`-/r�,=�i`.::• i:/11,L1=:=✓;:1i1HtI«J=:.l:l7i-,`.=l_.l,l)Ilrt(7-,..::i.J.-1'l7_i_) lyi:=n.•.�1..�i,•Ny.,.-...�,,,;iFll J�r-r.r'-•./�t"•:)\...r/'srr .,• • - a • a• . ��Wf�ki ■ �!G-A."1o1;� ,4�nr'�-��r,dr �.ti�_� 1IF:f.;.:r.,!.:.•:i.:.r:r".,:i.r::r:..:.::,..:r:.rs:u..:r.rf..rrr.r..i.r..nr.n.,f...r...nrrf..u.fr.rfr....r.r..r,r.i.,n.r.'e..ir.r.iir.ii..ii,..ir.rf.fi,r'.r,,fu urrr,„rrf.r.rfnf.r.•r,.uf..,...rfr+.rr.+.in.r•...„.r i ' : DECK \/�/f �—��/ 2 w 't • I ��If j� 1 : • O//\ \ �/ii\/�� //\�\i \/////f/,./ � ��tl.�r;:�� t t II I I) ...II'"�i'`t'-•tt-• L� � . , • . p.r'If-) �f �O`�/`�i`//'�/'�•.`./`��\\��\'�\\//\\/\\ ,.f1.11l1a1.-i•�'•=..1� =`1�-' 11=jj`-•II E111 �!'[j:3 • a- a- r• n- t.-;.ILiT�iTt ll.��.11a�afilal.�t {I'�tali!?I:;. t' - • M ► • a- a•• ��®® _ �� .............. • \ \/�//\\l\\J\\/\\I\�/\% f :\e \ _1tcI1_Itllcll_Il•_=tt-tl�ll- l T • a r 3' ► a �� i-� �� '' • • a • PVC Conduit a! ' • . a . a r . . ! ---1 i�, n�E� MM?E'��13i~�+1tn�7�lil�Il I!f�S+I 7� !—�� 'f f f, f 1' i f 1 1' l 1 1'1 i,'c+y♦r,i?I•I:r`�s1-ro/�ii_nlit•I:i1i:1;:1•t irc+::1i:+;xi.i1?i1?�ya�.y, f, f., 1..1rtli.f±;11r ,It :ii.?,ii {1 ilt�i♦iiJ yi li: iiJi i:ii+i♦r ireier r. r. e:. r•e •!• • •! I. 1. i' l' H r e 1a , ♦ Ii' t . I . f ' • / ► • a• • t • - a • ••• a• - • : a • • a• • r a• . • ,it�ir�7 1♦.ii.l:.yr.' ir�♦,�'rt' rcli:• n ,i, _ ' "••• WON*=•a• -al .!♦ i• ii I: i♦ t♦ !: �• I♦ �.' �i' is ♦:' i.. it i:' Ii i:' ii' ii'ii"tt' I i♦' ♦i"ii It' it r• l+ 1♦ ft! �t '♦�i' 1; '• •! • * a- ••. -a••-at :a• • �-®_��• lM.t1E111!SIDEWALKBENCH:i"+,1•:/?�,/�i�d"�:i�i+i'�/.�:1?�',IL:I�.Z+:1"+,1•.1�.'Y"+.I+,Y;S.Erf':7iS.i�1.%'t.OS'"1'+t\•"1'+.1'��1'�j(i+'!.`411. / 1 Y,. ! • • 'a ntr r n+ ♦♦ rc 9, ♦1 r .Ii�cl.Jic.i�ci�. cc r. rt ♦ �. rclr<�ryr.yi:fi.�ic�i��eJ�i,. i; rijit�l��, �, i. •• • . r • a r . All i..•1 f�• i r, i. r. a ri h• i. ir'rc e. r 9: :C Y i• .1 ♦ t rcini,aicilrtyi+yryr'� +, a• r^ >t 1,. 15:��ji�ii!7i<Ili.iiJ�ia�i�iic f �. I., if: 1 "i. 1 i i„ 1 1', 1' f f 1 ! '1 yr xnicril•1+ ; i♦ti Jjrtir+fr,{.tic i♦ jr♦I:rtit��:' ! . ! -• • • •• • ••• ► • • .► �)1 f If / l 1 1 / i i 1+i+�+iYrtl Y+ 1 1+ /+c�♦ is fr i♦ i..ir i♦ it i+yr:ir•ir i. i. i% • •" SCREENING SHRUB �� ii�ii4i i,iitf.i��'lLLi t.i.3.i:':i•ry:i:i`:Lia�i.�:iit;fa:I:tlt,Eiiiaa!:i:ia:iatlaltialea:ia'�:Ilia is i.l.�°i:i:'.i.'i.'ii;•: • "! • " • • ! • "• a4�,u'ai;�t:=:a�llt'at�at�:t:�:1:�.r. 9fE�ili�Iri�9r.�:1,�Sit�i 41fju:�feelE� IiE"i21:j�i�ii�i'Eri4iit9iii:i�i�ii�iiiii'iii�ie ptr�'tlatnif:i� 11 i� II!irt�t'�;t �ttlCllt:�attltat#:Lrtltt.{t{tttitt.i7i''a•'a� I ! ■• A )� f/ A A f1 • 'J'.'tl.'a::111 :it��t1a•tilal:1:::i:S:�:I:1:':1.�:1.:1:':rl :I.'Ch':35',i:':f.'a; aa:E.'tl:':I:':FS .. •,. tog tt FF tt tt .. nl.,.l...�...�...ln. r, ,,..1...1.,.1.>.1....=,1••.L.•i.••I.•.1...1...F...L.....1...1...L,.1...1...1..d...�...1...1...1...1...1...1...6. e .. 910 Engin lt, st Sc'huftz ring, .• LLC College Station, Texas 77845 0CITY COMMENT REVISION fI �■� w R , r � '�. a 1 E NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B1CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS @ 40.O.C.,CONTRACTION JOINTS @ 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURLS, JUNCTION BOX, ETC.) WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98%OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0.4°/a WET OF THE OPTIMUM MOISTURE CONTENT S. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 114" R 112"O X 18" 12" O.C. Q 314" COATED WITH HEAVY GREASE) pro ° } jtf4-� M i a t 41 h i� 'dew r• 1• Q�tY * RECYCLED MATERIAL, 112" no s n THICK AS MANUFACTURED SEE NOTE 4 BY J.D. RUSSELLCo. OR 3" r " r APPROVED EQUAL DIAMETGER TO BE GREATIC TAER'INSIDE AN E q r " DIAMETER OF DOWEL BAR, CAP MUST #3 BARS 12" O.C.E.W. OR BE LONL AND NAVE TO COVER 2"OF #4 BARS @@ 18" O.C.E.W. STRENCONCRETE TH 80 0 PSI STOP SO END OF CAP IS 1" FROM ENO OF BAR. (4" THICK MIN.) n PER TAS SEE FINISH NOTE r.: n STANDARDS REETS • • SIDEW.A►LK E:�PANSION ALONG LOCAL ST SIDEWALK SLOPE REQUIREMENTS_ & CONSTRUCTION N JOINT Q 4"x4"x3M6" STRUCTURAL STEEL TUBING W.0 MIN..6'-0" VARIES 8' O.C. MAXIMUM 8` O.C. MAXIMUM 12" O.C. SAWED OR FORMED, 118"TO 3116' SEAL WITH EXPANSION JOINTo MATERIAL, T tAL MIN. 2/o MAX.M sEE Nary a n _...r 50 - - „ 4 #3 BARS @ 12" O.C.E.W. OR 28-DAY CONCRETE #4 BARS @ 18" O.C.E.W. STRENGTH - 3}000 PSI SIDEWALK CONTRACTION I SEE FINISH NOTE -4"x2"x3t16" STRUCTURAL STEEL TUBING JOINT 4"x4'x3/16"STRUCTURAL i"xi"x3fI6" STRUCTURAL STEEL TUBING q �,{7�� /+rye �+ STEEL TUBING SEE CONNECTION DETAIL ALONG MINOR COLLECTORS SWEEP SAND MIN 8" 4« MAX 24 INTO ALL JOINTS AND V D INRGJ: R CONC. SIDEWALK 1 A 1 IIJ� PEDESTRIAN 1!2"DIA. BOLT _ �` „ G �J� C4NN�CTIC?NDLTAIL FAIL ACCEPTABLE i :b . • ' ° o - D D • ° ° TRAFFIC RATED 8'-0" VARIES-- A SWI~O� D • ' PAVER MATERIAL i " 8 a ,�.-- 210 MAX , GENEi AL xy OTES: 1- MAX. SAND LAYING COURSE SEE NOTE 4 ALL AREAS W ER I WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION ACCEPTABLE SEE NOTE 3 SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. TRAFFIO RATED 28-DAY CONCRETE - BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. PAVER MATERIAL #3 BARS @ 12" O.C.E,W. OR STRENGTH = 3)0)00 PSI APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIMETWAT EARTH HAS #4 BARS @ 18" O.C.E.W. S� FINISH N07E BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH I$ SIDEWALK V ALK PAVER L' R SECUON ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ALONG MINOR COLLECTORS ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN �T�'(� LARGER ACCORDANCE WITH TXOOT STANDARDS AND CROSS SLOPE 2°/a MIN. CROSS SLOPE CROSS SLOPE SIDEWALK 2% to 4% 2%MAX.,1% MIN. e--- _0 ' NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. 8' TYP. - -- REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS, i CROSSWALKS: DETECTABLE WARNINGS PEDESTRIAN FACILITIES DETECTABLE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC G { { RAL NOTES: GENERAL NOTES: Z WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS. THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING 1. A [ R�OAF4 ARE MA�{tMttl4! A! i O�"iAR! F THE LEAST Nw LANDING FOR PEDESTRIANS TO CROSS THE INTERSECTION AS SURFACE THAT CONSISTS OF RAISED TRUNCATED POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY W>W WELL AS INFORMING DRIVERS WHERE PEDESTRIANS DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE w�O a 1 MAYBE PRESENT. NOT ALL LOCATIONS NEED THE ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST OF APPROACH SIDEWALKS T CONTRAST VISUALLY WITH ADJOINING SURFACES,K AS DIRECTED. CROSSWALKS MARKED- Hf3WEVER TYPICALLY.. COLLECTOR AND ARTERIAL STREErFS OO. AS STATED INCLUDING SIDE FLARES. FURNISH DARK BROWN R 2. LANDINGS SHALL SEA W X W MINIMUM WITH A MAXIMUM rn c :t'ttt f34i b XE;dift: 4" MAX. IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE DARK RED DETECTABLE WARNING SURFACE ADJACENT TO 2/o SLOPE IN ANY DIRECTION. Z a Z ;IxuXf:ts.6 i� q AND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE O LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. IN THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS apt#s� cti SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN _) THE CITY OF BRYAN'S PREFERENCE FOR MARKING 2. DETECTABLE WARNING SURFACES MUST BE SUP THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL CROSSWALKS IS THE LONGITUDINAL (OR "!ADDER" RESISTANT TANT AND NOT ALLOW WATER TO ACCUMULATE. VEHICULAR TRAVEL PATH. STYLE). THE CITY OF COLLEGE STATION'S S. ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND PREFERENCE IS THE TYPICAL "'TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2°/a. " 6 MIN. HOWEVER IN E it! Na T E FACEOF R HGAT AREA ADJACENTTO 10" MAX• CURB SCHOOL OR SCHOOL ZONES AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 6. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY PEDESTRIAN CROSSINGS T 1E LONGITUDINAL {(OR APPROXIMATE LOCATION FOR THE DETECABLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS "LADDER" STYLE)- IS PREFERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. THE RAMP, EITHER BECAUSETHE ADJACENT SURFACE IS TYPICAL PLACEMENT OF DETECTABLE V�AIZNCN THESE PREFERENCES WILL BE ALLOWED ONLY WITH 6 D PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE G E APPROVAL OF THE CITY ENGINEER. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. 24 IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, OTHERWISE, PROVIDE FLARED SIDES. SURFACE ON LANDING AT STREET EDGE THE LONGITUDINAL STYLE MARKING SHALL BE 24" AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR WIDE AND 8 FEET IN LENGTH SPACED 48-INCHES LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION APART. THE TRANSVERSE MARKINGS SHALL CONSIST THE STREET. DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY BE OF TWO 12-INCH WIDE LINES SEPARATED 8Y 6 FEET THATE EDGE NEAREST CURB LINE IS A MINIMUM OF ) FOU D 1N THE CURRENT EDITION OFTHE TEXAS =SW2_00 OF UNMARKED PAVEMENT. ALL CROSSWALK PAVEMENT 6. DETECTABLE WARNING SURFACES SHALL LOCATED SO ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68,102. TH MARKINGS SHALL ALWAYS MEETTxDOTS SPECIFICATION 6" NO A MAXIMUM OF 10" FROM THE EXTENSION OF THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA THE MEDIAN FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED Z LANDING BY THE CITY ENGINEER. FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE SHOULD BE A MINIMUM OF 6' WIDE. MEDIANS SHOULD BE a CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESSJBLE PASSAGE OVER OR rl 0 ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED THROUGH THEM. t3 AN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND o¢ AND CONCRETE STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE w<- CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK ° F Q DETECTABLE WARNING SURFACE MARKINGS ARE NOT REQUIRED CURB RAMPS SHALL BE DOMES TO RUN PARALLEL TO STRT20-REFLECTIVE, THERMOPLASTIC TRANSVERSE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS PEDESTRIAN TRAVEL STRIPING. 4" MAX ) DIRECTED. BY THE ENGINEER. AND USUAL 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN le IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. # 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE o r2i SIdE� FLARE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES ��#*aQ {TYP. (PENETRATES) A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR - - - BOARD JOINT OF 314p UNLESS OTHERWISE DIRECTED BY 6"MIN FACE OF THE ENGINEER. 10"MAX CURB 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. TYPICAL PLACEMENT OF DETECTABLE 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. WARNING SURFACE ON SLOPING RAMP RUN SW2-01 1 1 1 GT+NERAL NOTES (PAVERS) 1 118„ FURNISH DETECTABLE WARNING PAVER A R UNITS MEETING ALL. 2-318" REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. Z 6' x 5' ., _ .. LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS O LANDING ,� q CONSISTING OF AT LEAST 26 PERCENT OF A FULL UNIT. OUT w> 4„ 00001 2„ �� DETECTABLE WARNING PAVER UNITS USING A POWER SAW. 100001 -1" w>v LANDI a 6n w 9; DETECTABLE WARNING NO.3 REBAR AROUND PAVER INSET I?TTIsG"TAI3LT PAVER WITH TRUNCATED a 4" MAX DOME SURFACE DETECTABLE WARNIN w a l , � AND USUAL G PAVER WITH Q. �U �_ T'T•ARNING.PATTR EXPANSION JOINT TRUNCATED DOME SURFACE p� a 0. ca AS REQUIRED `nor ...A ..a SIDE F E 1"MORTAR BED -SHALL CONFORM TO v� A a � 1:10 SLOP SIDE FLARE SIDE FLARE APPLICABLE SPECIFICATIONS �. MAX (TYP.) (TYP) (TYPICAL] CONTROL JOINT PERMISSIBLE T .n: FACE OF (TYPICAL) 4' RAMP WIDTH {TYPICAL) CUR80F CURB MIN. 4 No. 3 REBAR ATYPICAL AT ) 18" MAX rr . TRIINCATEI�DQMEPATT�RN BaT�lwdON-CENTER �is F CURB RAMP TAPS APPLICABLE CONCRETE - SHALL CONFORM P L SPECIFICATIONS TYPICAL AMBULATORY RAMP W/ FLARED WINGS DETECTABLE WARNING PAVERsECTroNA A SW2-02 SW2-03 _ u CROSSWALK DIMENSIONS, S I DIMENSON, � CROSSWALK MARKINGS, AND CROSSWALK /! •"'--•^1 STOP LINE LOCATIONS SHALL CROSSWALK MARKINGS, ANDSTOP LINE LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN "VARIES THE PLANS. : 4' THE PLANS. ** 4' BE AS SHOWN ELSEWHERE IN VARIES $116" NOMINAL VARIES NEENAH GRATE BOLTED ANNULAR SPACE IN PLACE OR APPROVED 3` 'I" I GREEN SPACE ,}. R .'; . , �: EQUAL . , •.: •,: � '4� iG g• .•.. SIDEWALK FSS ••' . • ..' Ti ��t`GiS DETECTABLE t 6` .. SIDEWALK • .. E ►' WARNING SURFACE ( � �,_:,v,:.Rs.�-i�••::"�r, ;%.� No. a BARS (( 6" VARIES �iFf i DETECTABLE 1 - �? (TYP) PROPERTY LINE WARNING PROPERTY LINE �y ' SURFACE ALLOWED Wt H PRIORAPPROVALFROM THE CITY ENGINEER ANZ ?ty., Grit °'S �G , . •, • WHERE THERE IS NO OTHER o 0y ' •. 1 �y ; : ' • ' STORM AVAILABLE. SYSTEM 4« 21. 1020 CURB RADIUS 9 9 ti 16.5' (25' CURB RADB RA IUS) • 4ti ~i 't . t lc Z 23 (10' CURB RADIUS '• • �. CROSS SLOPE NOT TO EXCEED w w )) _p 20 o Q W 21.5' 20' CURB RADItfS /o OR BE LESS THAN 1 /a ON ANY - tY PORTION v: 16.6' (2W CURB RADIUS; rn Y ON OF RAMP OR TRANSITION Q, TO STREET , I CROSS SLOPE NOT TO EXCEED . • h 0 .. 2% OR BE LESS THAN 1%ON ANY •► , ~^ •cv -+• { �PORTION O v . .�.,-�:,. ► • .. .1. F RAMP OR TRANSITION ' �a~` �' .*.?•£+,'' O STREET 5' 3' g' O ' I4CJII?C Inc View 5 /6 SIDEWAL,K AMBI.TLATOPRY K SIDEWALK AMBULATORX SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION P ►MP AT STREET' INTERSECTION , TRENCR GRATE SW3-00 SW3-01 SW3-02 CROSS SLOPE NOT TO EXCEED 27b OR BE LESS THAN 1% ON ANY CROSS SLOPE MOTTO EXCEED * CROSS SLOPE NOT TO EXCEED PORTION OF RAMP OR TRANSITION 2/o OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1%ON ANY TO STREET PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION TO STREET TO STREET 4ti rL ��:1 r PROPERTY i• PROPERTY LINE CITY OF BRYAN LINE ,DETECTABLE -LINE PROPERTY r r. DETECTABLE WARNING DETECTABLE SURFACE SURFACE INGACE WARNING the Good Life, 7exxs,9 le. 8•SIDEWALK 4 1 SURFACE SURFACE h 1'� 1^ �1• 2RAMP* 1a P*eSTDEWALK g PA1M jj t2, RAMP* S'SIDEWALK 1.12 SLOPE LO SLOPE MAX 3• EXPANSION JT. & g* EXPANSION PANSION JT. & SMOOTH DOWEL BAR, SMOOTH DOWEL BAR EXPANSION JT. & 1/2" DIA. X 16", WITH 112"DIA. X 16" WITH BACK SMOOTH DOWEL BAR, BACK CAP 12" O.C. BAC GAP 12" 16", ((¢¢�� OF CURB COAED WIHEAVY (COATED WIHEAVY GREASE) GREASE) 1/2" D(�IA. X 16",WITH` OF CURB 6' MIN. OF CURB 6 MIN. 6' MIN. COATED WIHEAVY ! GREASE) - DRAWN BY: O.L.M. 8 SIDEWALK AMBULATORY RAP 6' SIDEWALK AMBULATORY RAMP 51 SIDEWALK AMBULATORY RAMP scA�e: N T S AT STREET INTERSECTION & DRIVES AT STREET' INTERSECTION & DRIVES AT STREET INTERSECTION & DR IVES APPROVED. W. P. K. • SW3-03 SW3-04 r SW3-0� F'10URE CONCRETE SIDEWALK NOTE: NOTE: 12' TYPE "G" EXPANSION JOINTS IN CURB & GUTTER TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF SHALL BE SPACED AT A MAXIMUM DISTANCE OF 1" MEN. TO 40' APARTAND AT ALL RADIUS POINTS P.T.'S AND 40' APART AND AT ALL RADIUS POINTS P.T.'S AND #4 BARS @ I8" O.0 .BE.W. S" MAX. P.C.'$. TYPJ "S" CONTRACTION JOINTS IN CURB & P.C: S. TYPE "B" CONTRACTION JOINTu IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM GUTTER SHALL BE SPACED AT A MAXIMUM (MID SLA)�g" DISTANCE OF I W APART. DISTANCE OF 10' APART. R3 SEMONAA - 2» 13" 24" 6"T #4 BARS @ 18"CIG """15" 24' R. O. W_ 12" 12" 3" 114"R T A 12' A 114" 5" -S VARIES ;;g�;.• w�? 3t4"RV 114"R 12„ '3 .Q- 1"� 4 _"...._.._ I " 1 ��y �o 4 10-1/2" 314"R +� 6 7" 8112" -y �ALI EY+, 1-11T, a . 1" 6" • 3" 3„ 2" • " #4 BARS k ? ; ,: n 3„ 1" 3" #4 BARS CONTINUOUS CURBS T AND 3" CLEAR TYP. 4" ®= #4 BARS DOWELLED Y ELLED IN t 0' -•3i4"X18"SMOOTH ::r'•�:;,::%.:•;:•;,::•t'�' ::.a':.:.:i.��.._ (} �j `� f"j EXPANSION DOWELS i 1 C+T AT 24" LAY D V� DETAIL, IL, ��' '—TYPE "G" EXPANSION JOINT GUTTER SECTION COMBINED CURB & GUTTER SECTION STI-00 STY-OI STI-02 ALLEY PAVING NOTE: NOTE: 1. TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE STI "O6 TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALLSE SPACED AT A MAXIMUM DISTANCE OF 40' APARTAND ATALL SPACED ATA MAXIMUM DISTANCE OF40' APART AND AT ALL RADIUS POINTS, P.T.'s, AND P.C.'s. TYPE "B" CONTRACTION JOINTS POINTS, & P.UTTE T: s AND P.C. TYPE "B" CONTRACTION GENERAL NOTES: 1 I �S. JOINTS IN CURB GR SHALLL BE SPACED AT A MAXIMUM JOINTS 1N CURB &GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF IW APART DISTANCE OF IQ' APART 2. PIPE EXTENDED V"-2" FROM 800 TO BE COVERED WITH FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER ANDTtED IN PLACE HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY #4 BAR 112" CHAMFER BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL (TYPICAL) GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS 24» SHALL BE SEEDED OR SODDED WTTHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. a ' ° a n a •a n ' 6" I5" APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED a DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY 24' CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE ' < < ° '.'• VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS v' e ° ' v •`° '. r a ,� IwR 38" COMPLETE AND THEN REMOVED BY CONTRACTOR. �¢ 6„ ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. 24» 12" 3" 114'R 1"DIA ,� ALLTRAFFIC SIGNALS AND APPURTENANCES AND ALL PAVEMENT MIN V2% ® °� 6" MARKINGS AND MARKERS SHALL BE IN ACCONDANCE WITHTXDOT � SLOPE �10 STANDARDS 4�3" > 16» 6 314" 12"_ -"' I/4"R REFER TO SPEC 3117 23.23 PAVEMENT MARKINGS) FOR ADDPTtONALLOCALREQUIR MENTS. 2" 3» 3„ 2" s3"28-DAY CONCRET3" 3" 0 3" * 6.914" STRENGTH=3500 .1 2» 4" 3" 4" g" `hYPICAL = #4 BARS f = 04 BARS RIBBON Y VUJ\3J=3fd"X18"SMOOTHi=314"X18"SMOOTH EXPANSION DOWELS EXPAN5[0 DOWELS TYPICAL COMBINED �ICAL MTEEPHOLE CURB SPILL CURB STY -03 STI-04 STI-05 r FLEX BASE 04 BARS,18" O.C.E.W. 2&DAY CONCRRETE 118" SEAL WITH JOINT MATERIAL (TYP) MiN. 8' HMAC STRENGTH = 3500 psi BORING OF STREETS FOR (TYPE C OR O) EXISTING SEAL GOAT! HMAC BOWEL #5 BARS,16" LG., 3" EXISTING UTILITY PIPE IS THE CITY SAW CUT {8" INTO EXIST. PVMT.), CURB GRAVEL STREET 6" STANDARD. OPEN CUTTING @ 18" O.C. COMPACTED CEMENT OF STREETS SHALL BE BY STABILIZED SAND b: ° "'• Q P � #4 BARS 1$" C.C.7 ," o o ' 4 •o•° op-o., • o, o:p.; • , ^ O APPROVAL OF THE CITY EXISTING CONCRETE � g» c ENGINEER ONLY. STREET SAW CUT 6" MIN. (�ooff �: ::i. �z: }; . •,;:•. w THE REBARS AT EVERY COMPACTED CE E VARIES ;. ..•,;+ `` .12"is - A b''t;,;; o- GOMPACTEDCEMENT :"•i=i•• , ro - INTERSECTION SHALL BE STABILIZED SAND y STABILIZED SAND OR ; e ;k•^.;,".• � � � �!t TIED 100 PER CENT FLEX BASE 12" :;x';:a: k i „r _.: ..I 314 DOWEL BARS :'.;r: = 7 a " - 1 h.E .. : , l:;�.;if REFER TO HMAC SPECIFICATION 12' :.2 .,s..: 12 %� _. j %`: FOR LIFT AND COMPACTION ,.s R: REQUIREMENTS :rr;+ METAL KEY WAY PLATE DEFORMED"T1E BARS rn @ 18" C.C.{TYP) 12 ` BORING OF STREETS FOR #4 X 18 ,18 O.C. %,:.. s.:cS c, r :,; j r`,•.,, i. " UTILITY PIPE !S THE CITY ¢ TYPE "G"JOINT : rez.:..{.:. `�: •;'. SE ...,.•.f 6 STANDARD. OPEN CUTTING ';;a; . OF STREETS SHALL BE BY G� .i' %';� ':a, APPROVALOFTHECITY �CYPE ItDtt SEE DETAIL �:�..,..._.... ED NG DETAIL FOR ; r SEE BEDDING DETAIL FOR ... .: APPROPRIATE piPE TYPE O.b , rn APPROPRIATE PIPE TYPE UNDISTURBED SOIL r. w ,_ mJ (- I ^ : ENGINEER ONLY. UNDISTtIRBEDSOIL .._ RIES sj LONGITUDINALJOINT VARIES VARIES m BORING OF STREETS FOR SEE BEDDING DETAIL FOR i UTILITY PIPE IS THE CITY UNDISTURBED SOIL�� APPROPRIATE PIPE TYPEi LONGITUDINAL JOINTS SHALL. BE REQUIRED ONLY ON THE '0 STANDARD. OPEN CUTTING OPEN CUT OPEN t�UT SEAL ,COAT CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED p y / OF STREETS SHALL BE BY VARIES ENGINEER ONLY. TT7YPD-INT APPROVAL OF THE CITY (� [] �+ OPEN CUT CONCRETE STREET #4 T1E BARS 18" LONG SEE DETAIL GRAVEL L' E STREET OVERLAY STREET ST4-01 tt � 1� SEAL WIEXPANSION JOINT MATERIAL SMOOTH DOWEL BAR TYPE -G' JOINT ST4-00 ST4-02 314" O X 18",18" O.C. 0' MAXIMUM----- TYPE "B"JOINT COATED WITH HEAVY P 100, ROW 1/4" R 3f4" GREASE) (n) O 6"MIN. CURB .. -. TYPICAL DINT T & REII�PORCEME T �+� 40' 40' 16' UTILITY - 14' 14' 1V UTILITY O ( EASEMENT 12' 12' EASEMENT - iI�YO IJ {SEE NOTE I) a � (SEE NOTE 1) o d RECYCLED MATERIAL 314" a v� THICK AS MANUFACTbRED 3 LONG METAL OR PLASTIC CAP, BY J.D. RUSSELL CO. OR INSIDE DIAMETER TO BE 1116 GREATER FOR CONCRETE PAVEMENT L' MEN NOTES: Q 2" HOT h11X STD. RIBBON CURB TX ASPHALTIC o APPROVED EQUAL THAN DIAMETER OF DOWEL BAR. CAP 1. RURAL SECTIONS WILL NOT REQUIRE 16 CONC. PYMT. h" MUST BE LONG ENOUGH TO COVER 2" EASEMENTS PARALLEL TO ROW WITHIN 06< a x OF DOWEL AND HAVE STOP SO END OF CITY LIMITS. O 1/2"/FT. SLOPE-*. a CAP IS 1 FROM THE END OF BAR. 2. WITHIN ETJ AREA RURAL SECTIONS SHAH. 'ITE • • • 0 tl NOTE: � EXPANSION JOINTS AS SHOWN AND AT FOLLOW COUNTY AND STANDARDS ..�. p P nnvlm G EACH RADIUS POINT. CURB EXPANSION MIN. 4"11MAC BASE [T [� �+ JOINTS SHALL BEAT 60' CENTERS. CURB OR 6" CRUSHED ,EXPANSION & CONSTRUCTIONJOINT, CONTROL JOINTS SHALL BE AT IW CENTERS. LIMESTONE BASE 6"COMPACTED ASTM 0-69 SUBGfiADE �98/a STANDARD ASTM 0-698 AT -VARIES MOISTURE CONTENT BETWEEN 0 AND 440/6 OF OPTIMUM TYPE "B" JOINT (TYP) N �p9� LONGITUDINAL JT. 90° 'I:'�'I'ICAL RUlAL ROAD RIBBON CURB SECTION TO CHORD OF RADIUS A (TYP) ST4-03 6-112" NOTES: 314 �� 1. ALL SUBGRADES SHALL BE STABILIZED. 5. REFER TO BIOS UNIFIED DESIGN GUIDELINE MANUAL FOR CITY OF BRYAN SAWED OR FORMED, SEAL 71$ (TYP.) TYPE "D" JOINT 1. NOTES: ER TO BIOS UNIFIED DESIGN GUIDELINE MANUAL 2. COLLECTOR STREETS WILL BE REQUIRED " WITH JOINT MATERIAL. (TYP.) ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH.REQ ERE TO USE $ Tjte Good Life Texas Style. - SEALING NOT REQ'D IN � 2. FOR SUBGRADES WITH PI > 1ti AND %PASSING THE #200 FOR ACCEPTED RIGHT OF WAY PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH = $500 PSI) - a' 1-518 SIEVE Z 35°%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE S" HMAC CURBS o ,. " " BASE OR 8 CRUSHED LIMESTONE BASE AND STABILIZED 318" R 118" TO 3116" 314" 1-112 TYPE G JOINT AT ALL - "� 3. FAR SUBGRADES WITH Pt < 15 AND %PASSING THE #200 > SUBGRADE IN ACCORDANCE WITH THE 8lCS UNIFIED DESIGN RADIUS POINTS AND SIEVE < 35°/a, USE PORTLAND CEMENT STABILIZATION, GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. 3„ `�.' ' ` MAX. DISTANCE OF 3l4" MON TANGENTS 1'-6" 4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND VARIABLE R-O-W (SEE NOTE i) `_! WILL BE DETERMINED BY THE ENGINEER. �... METAL KEY WAY PLATE j -VARIABLE 81G TO BIG (SEE NOTE 1) •, a I VARIABLE R-O-W (SEE NOTE 5} • ;=e*- ",�"- ..�. s"MIN. E BACK OF CURB VARIABLE BIC TO BIC SEE NOTES R. TYPE "W'JOINT { ) MONOLITHIC CURB SEE W CONCRETE 2" HOT MIX ASPHALTIC STD. CURB & GUTTER SEE W CONCRETE ` SEE 6' CONCRETE 6"REINFORCED SEE 5' CONCR E TYPE "G" JOINT AT FUTURE SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL I SIDEWALK DETAIL CONCRETE 28 DAY " " SIDEWALK DETAIL EXTENSION OR AT PROPOSED ( ( STRENGTH = 3500 PSI) #4 BARS, IS" O.C.E.W. { TYPE D JOINT WORK (TYP) 3% SLOPE -..p S°/a SLOPE—•-i. DRAWN B Y C.L.M. TYPE "B , 1 DATE: 08-01-12 LIMIT OF MEASUREMENT • MIN. 4" HMAO BASE I " n LIMIT OF MEASUREMENT ' " " o CONTRACTION (� -- 2 6 GOMPACTEp STABWZED SUBGRADE 9$/o STANDARD IO �I 2 #4 BARS 18 O.C.E.W. 6 COMPACTED STABILIZED SUBGRADE 9$/o STANDARD CONTRACTION _JOINT ICE i ' TOINT I © � T FOR ROADWAY EXCAVATION OR 6 CRUSHED LIMESTONE ASTM D-698 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY EXCAVATION MID St ASTM ( SCALE: 1 tl 11 1Y0 i 1 AT BASE (96% MOD. ASTM-D155 N { D 69$ AT A MOISTURE CONTENT BETWEEN �i T �J AND STABILIZATION (LOCAL STREETS) 0 AND +4%OF OPTIMUM. &STABILIZATION 0 AND +4% OF OPTIMUM) CONCRETE INTERSECTION APPROVED: W. P. K. TYPICAL STREET SECTION 'T,YPICAL STREET SECTION ST3-00 ASPHALTIFIGURE= C , , P. CONCR 4 vrnrnNT ST4-04 REMORCF,n COArCRTTT PA TTMENT RESIDENTIAL COLLECTOR SECTION SECTION PAVEMENT WIDTH 24 30 R.O.W WIDTH 70 100 NOTE: GENERAL NOTES: 1 ('"• -� 1. VALVE EXTENSION TO BE USED 1. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS fz.. . J, 24" X 24" X 6" ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" SHALL BE PLACED BY HAND AND OTHERWISE DIRECTED. 28-DAY CONCRETE IS DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF STRENGTH = 2000 psi FINISHED GRADE. 12" OVER THETOP OFTHE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN 24" X 24" X 6" WITH /I4 BAR AROUND BY ANY MECHANICAL EQUIPMENT. 3 FEET MEASURED FROM THE BACK OF CURB TO THE 28-DAY CONCRETE b b 2. ALL VALVE OPERATING NUT. FACE OF THE STEAMER ON THE FIRE HYDRANT. IobI STRENGTH = CONAROCRETE psi I ALL VALVE BOX. EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE b WITH /i4 BAR 2000 psi o OF STEEL SIZED AS NOTED STRENGTH = 2000psi. 8. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN M I' ND ALL VALVE BOX. AND PAINTED WITH TWO (21 ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT a COATS OF METAL PAINT. 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. TRAFFIC RATED COPPERHEAD 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON SNAKEPIT TEST STATION OR 3. EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FiRE HYDRANT MEASURED FROM THE STEAMER APPROVED EQUAL OF ONE (1) FOOT LONG. NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. VMWA -A 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC S. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL VTEN A -A + % WATER LINES SHALL BE AMPro WILL HAVE FULL BEARING ON THE FINE GRADED USA, LL562 LOCKABLE LID. TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR STANDARD FIRE HYDRAN EACH BELL AND FIRE HYDRANT. GATE VALVE WNALVE BOX TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT WATER LiNE S REQUIRED + SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX , APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS. T 8E R MNOZZLE Et) E CHAINS TEE OR TAPPING 1 MIN. 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE EXTENSION WITH A> A CITY'S ACCEPTANCE OF AS REQUIRED AS i CENTERING COLLAR. WORK. aecaulREO A 6„ TERMINATE 4' TO 5' FROM TOP OF BOX. INISHED GRADE 11) f • ` • ��'� 6" � BURY LINE i 2" SQUARE AWWA NUT f AS iSo---VARIES ANCHOR 9011 BEND GATE VALV EXTENSION WITH w CENTERING COLLAR. 6" STD. WNALVE BOX z TERMINATE 4' TO 6' CL GATESS O S STANDARD FiRE HYDRANT FROM TOP OF BOX. T ! (SEE NOT 8) 6" 0.1. OR 0909 PiPE AWWA 0900 B ;C�. Li I LVE 6" MJ ANCHOR PRESSURE PIPE STEEL BOLTS COUPLING x BLOCKING f 14 ga. INSULATE PEA GRAVEL -FILL COPPER TRACER PVC OR D.I. PIPE TO 1 FT. ABOVE WIRE WEEP HOLE FIRE HYDRANT LOCATION �. _. THRUST BLOCK REALIGN AS NEEDED TEEORTAPPtN , SLEEVE &VALVE BLOCK USING Iril2"x4l' ,,.:•. ; BLOCK AS DIRECTED. AS REQUIRED ECHANICAL JOINTS 1 PRECAST CONCRETE MIN. DIMENSION APPROX. WITH SETSCREW BLOCK EQUALTO ONE BAG OF RETAINER GLANDS SACKRETE OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTED WIM.J. SPLIT GLANDS ROTATE TO FINAL GRADE) ) STANDARD FIRE GATE VALVE & BOX OPTIONAL =1-00 HYDRANT ASSEMBLY W 1-02 2" SQUARE x 2" HIGH TRAFFIC RATED k REFER TO TECHNICAL SECTION OPERATING NUT COPPERHEAD 09 0312 FOR TRACER WIRE SNAKEPiTTEST INSTALLATION STATION OR FFIC RATED COPPERHEAD r APPROVED EQUAL SNAKEPIT TEST STATION OR JJr+ APPROVED EQUAL `•� �:.:,... GROUND LEVEL GATE VALVE EXTENSION WWII r tianvn nnw/ , 24N24"x6" 24" ' CONCRETEPAD MAX. ETAL P ETEOTOR TAPE (STD.) METAL DETECTOR TAPE 48„ MIN. TRACING WiRE 14ga SOLID TRACER WiRE SHALL ENO COPPER AT A TEST STATION. TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE 'k TRACER WIRE MUST BE INSTALLED DEAD END DIRECTLY ABOVE THE PIPE. vi-ol UTILITY PIPE LOCATION MATERIALS Wi NOTES: 1. FURNISH AS SHOWN ON PLANS SETSCREW R A AND ON ALL VALVE SIGN POSTS. UYARNING SIGN MAIN LINE RETAINER 10' BLACK p t / + 2. SIGNS TO BE CONSTRUCTED W Al N i N 17 FROM 20 GA. STEEL BAKED ON ENAMEL FINISH. FURNISH ONE • ' • ' v DIRT D(STURBED 10" • WARNING AND ONE VALVE SIGN DERGROUND PIPELINE AND ONE POST FOR EACH VALVE 24„MIN. :> : CONTACT THE CITY INSTALLED AND AT OTHER ,. , o BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. ° "• ° • ' '•D FURNISH SAME NUMBER OF END OF LINE REPLACEMENT SIGNS AS FOR EACH I WATERLINE CAPiPLUG YELLOW INSTALLED (OMITTING VALVE ' M. J. TEE BACKGROUND 4 NUMBER ON VALVE SIGN ° OR CROSS :; -,•y V ALV (NOTA SEPARATE PAY ITEM) F. BEDDING E DING SAND 7" NO . }� f 2" BLACK PRESSURE CONCRETE SLAB ' �} TO BE ADDED AFTER NOTE: BASIC SIGN HAS BEEN F, ; „ A o ---� i DIMENSION FOR CONCRETE 24 WHITE ; •; . VARIES WITH WATERLINE SIZE MIN. BACKDROUND PLAN VIEW MJ PLUG ,ff PIPELINE WARNING SiGN VALVE IDENTIFICATION SIGN UNDISTURBED DIRT COMPACTED 4-0" V. 8' BLUE, HEAVY DUTY, WING SELECT FILL CHANNEL POST VALVE BOX AND SHAFT EXTENSION �'r�,°,�'•' MEGALUG 3%•+,"'atr{,.a (.+o yx fir" �'rn t PIPE - .t. .f:1:: •f..,l •% :.ff.C.iLc.� t.•.+.i.+.l!7 ..S ..Sf�l: MIN. ; .;,. .�.. 2'X4'X6" 4-0 -7 IRON VALVE BOX COVER CONCRETECAST SLAB 2 $" CONC Xa x ETE R 5LAB 4'-0" '. NOT GREATER a5" � THAN BACK FILL AMERICAN FLOW CONTROL TRENCH 6" DIP WIRETAINING 9� MiN. ADAPTER OR AN APPROVED EQUAL GLAND AT BEND AND PLUG. G q �P CONCRETE SF,CTION A A THRUST BLOCK RESTRAINED JOINT fi" M. J. ELL PLACED ON Ve NOTE: WiTHRUST BLOCK UNDISTURBED SOiL INSTALL ANCHOR COUPLING COOMPACTIOO WITHIN LIMITS AND REDUCER AS REQUIRED - END OF LINE BLOCKING DENSITY BE95/o STANDARD DENSITY PER ASTM0693 IN -LINE BLOW OFF ASSEMBLY, W3-01 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN GALV. ELL UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH WiS.S. HOSE CLAMP SIDES OF COPPER PiPE. AIR RELEASEiVACUUM GALV. NIPPLE i l REMOVE AND DISCARD BREAKER VALVE I i- AFTER USE MJ PLUG 2. PAYMENT FOR 810 ITEM OF "AIR RELEASE VALVE" VALVE BOX AND SHAFT EXTENSION SHALL INCLUDE ALL MATERIALS, AS SHOWN IN VALMATIC MODEL 101 ") 2" METER BOX WITH ( i EXIST. GRADE 4� 0 • CAST IRON VALVE BOX COVER DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. OR MODEL 102 2"yy R CAST IRON LID I 1 APPROVED(21 OR } } SCE. 40 GALV. PIPE 2' X 4' X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE 1" OR 2". l 1 � AFTER SLOW -OFF 4. SIZE OF LINES AND VALVES MAYBE MODIFIED BY (( INSTALL MALE QUICK AMERICAN FLOW CONTROL THE ENGINEER EXIST. GRADE CONNECTION & CAP TRENCH ADAPTER HOT -BOX POLY ROX EQUALAPPROVED MODELPHRI (1-)WITH __,;,,, 4"APPROVED - HEAT OR MODEL PHR2 (2") BRASS BALL VALVE PIPE MATERIAL WiTH HEAT OR APPROVED3 MJ TAPPED CAP EQUAL IRON PIPE THREAD COMPRESSION FITTING AND BALL VALVE BRASS THREAD PIPE WATER COPPER EXPOSED TO MAIN 4" X 3' X 3' CONCRETE PAD FOR f" PIPE CONCRETE SHALL BE BRASS ELL 4" X 5' X 3' CONCRETE PAD FOR 2" PIPE SLEEVED WITH APPROVED MJ TAPPED CAP COPPER PIPE SLEEVING CONCRETE BLOCKING TO BE IN ACCORDANCE WITH WATER 4" M.J. ELL PLACED ON CONCRETE BLOCKING TO TYPE "K" COPPER TUBING DETAIL W3.00 MAIN UNDISTURBED SOIL BE IN ACCORDANCE WITH DETAIL W3-00 � t1 TAPPINGSADDLEW1 BRASS NIPPLE 4 END OF LINE CORPORATION STOP. It 2 BLOW -OFF RISER BLO W -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE EW73 002 W3-03 W3-04 NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED STRAIGHT BALL VALVE WI PLUG 2 z FOR SINGLE SERVICE OR BETWEEN THE SERVICE (2 FOR DOUBLE SERVICE) r SADDLE AND THE WYE FOR DOUBLE SERVICE. 1-Q2" BALL VALVE p 2. ALL BEARING SURFACES OF THRUST BLOCKS 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (FOR DOUBLE SERVICE SHALL BE PLACED AGAINST UNDISTURBED TO PRESSURE TEST LINE IMMEDIATELY AFTER THE ONLY) EARTH OR ROCK. STREET CROSSINGS HAVE BEEN INSTALLED. - -- - -- 4' MiN.- -- --� - 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 3. MARK EACH SERVICE END WITH METAL "T" POST 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY PAINTED BLUE. HELD WHERE AND AS DIRECTED BY THE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL V ENGINEER. THE VOLUME OF CONCRETE IEW A -A BLOCKING SHALL NOT BE LESS THAN SHOWN* SEE TECHNICAL SECTION 33 12 13 Q HERE. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. FOR MATERIAL REQUIREMENTS DOUB.LESERVICE 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE ALL CONCRETE BLOCKING HAS REACHED 1500 psi, NOTE: INSTALLED WITH THE MAiN LINE CONSTRUCTION. USE POLYETHYLENE WRAP OR 7. METERS AND VALVE BOXES SHALL BE PLACED CONC. CURB &GUTTER HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE BY THE CITY UPON PAYMENT OF FEE. 'S BEND SIZE (R) (R) (11) (R) (It) VOLy.) 90, 6,8" 5.0 1.6 1.5 0.9 2.7 0.4 10,12" 6.6 2.6 1.6 1.2 4.0 1.0 45° 10,12" 3.5 2.5 1.5 1.2 2.2 .0.6 22.6' 6,8" 10,12" 1.5 2.0 0.8 1.1 0.1 0.3 11.2 6,8" 1.0 q5I. LGI. 0.4 0.1 10,12 1.5 0.6 0.1 tIKUb I ULLIUK NUJ I Erb': 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200 psi FOR 24" AND SMALLER INNER DIAMETER PIPE. TEE SCHEDULE 1 T R sS ft t0 fa Oc . 4LO81 5.1 11.612.5 0.3 T., 0.121 11.3 3.5 0.6 & PLUG TO PREVENT CONCRETE 8, LOT CORNERS SHALL BE MARKED WITH A LATH O FROM STICKING TO PLUG. !%!Z%/ ' ;• / ! / �/ �/ , UNDER THE SUPERVISION F A RPLS UPON tr COMPLETION OF CONSTRUCTION. , , . > , ' _ 2"MIN: 24"MAX. STRAIGHT BALL VALVE WITH PLUG (2 FOR DOUBLE SERVICE) APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE 4' MIN. THRUST BLOCK DETAILS (2 FOR DOUBLES RVICE) NO 1-112" X 1"BRASS WYE POUR CONCRETE AGAINST CONCRETE SHALL NOT (1 FOR DOUBLE SERVICE) UNDISTURBED EARTH EXTEND BEYOND JOINTS CORP STOP 1" TYPE K COPPER TUBING (SINGLE SERVICE 1.1/2" TYPE It COPPER TUBING (DOUBLE SERVICE) C WATER LINE SEE NOTE 1) 1(p-112" BALL VALVE' ONLYDOUBLE SERVICE TRENCH 1` 0" WATER O ._ PIPE SERVICE WATER NEW V • t� ,.. ICE j':.. (SIIORTAIVDLONG SIDF� X x W2-01. ;.... _ . m w ,?, ..:.... • ,•;.,..;,• :•.:' '`.;: THRUST STRUCTURAL BACKFILL AREA INCLUDES ,'.•• d t7 , :.;., : f;, : DRIVEWAYS,AND PARKING AREAS ALL PAVED AREAS (SIDEWALKS STREETS, ALLEYS, AND SHALL �.'t .,, , , : ' : :,• . :.:: EXTEND 5' BEYOND THE CURB LINE,STRUCTURAL .: �--PIPE BACKFILL SHALL BE CEMENT STABILIZED SEE DETAIL W4-02-AREASTO BE PAVED) OR EXCAVATED JOINT SOIL COMPACTED TO 98%MAXIMUM DRY DENSITY AS NEAREST BELL 4' 2' 2' 2' 2' T T oS,� ' PER ASTM D698 WITHIN OPTIMUM TO'fa% WET OF JOINT (7YP. MAX "TY MAX MAX 6'8" TYP. 6'8" P. MAX .' INNER AREAS)M(SEE DETAIL Wd-02-NON-STRUCTURAL EA. END) 1fAX C "POUR CONCRETE V11r DiA. AGAINST UNDISTURBED EARTH SECTTONX-�Y PIAN VIEW Brc ,��` , s' C 1 8" TYP 1" MIN. CLR. ��T*�P�4� ty CARRIER PiPE CASING SPACER STEEL CASING 1-PC. PULL -ON WATER TIGHT NEOPRENE END TO MAINTAIN T MAX CLR. G ADJUSTABLE TOP RUNNERS u'y 04 QJ PAVEMENT AREAS SEAL WI M. STL o S a wo �5 `y� O PSiMPS "APB" OR 30 "Psi" " f / 0 � MAX. BiC STEELCASING BAND CLAMP :.•,, ; ; :'S!(1EWA(.14, NOTE: CASING SPACERS AT SPRiNGLINE Cy POUR AGAINST ..- 4-RUNNER MIN. (TTHRU 24' DiA 8" W!D£ BAND STAINLESS UNDISTURBED 5 ` CASING") OR 6-RUNNER MiN. PROVIDE 4 STEEL (TYPE 304) EARTH (24"-42 DiA. CASING) STAINLESS RUNNERS AT NEOPRENE INSULATION SLEEVE STL. TYPE304; 8" WIDE BAND BOTTOM 4-5 BETWEEN PIPE AND BAND Wi POLYMER RUNNERS; CENTERED TFN" T.H-0IISTBL0CK OR NON -CENTERED, CLEAR BELL, MIN POLYMER RUNNER MP) RESTRAINED FROM FLOTATION; INSULATED "APB, INC., MOD SSfB" STRUCTURAL BACKFILL AREA TYPICAL HORIZONTAL OR "CASCADE" THRUST BLOCK CASING DETAIL W2-00 W2-02 W2-03 NOTE: NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY EGE V LVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GATE VALVE STANDARD SPECIFICATION FOR WATER AND SEWER LiNE CONSTRUCTION WA7NALE BDX STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION WNALVE BOX 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS: 3. DRY BORING R NG PREFERRED W BORING ET OR NG ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER, 4. PiPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAiN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL WITH A BEND SUCH THAT THE CARRIER PiPE CAN BE PULLED ABOVE THE PARALLEL "TEE OR TAPPING MAIN. TEE OR TAPPING MAiN. SLEEVE & VALVE AS REQUIRED SLEEVE & VALVE 2'-0" MiN. ENCASEMENT 2'-0" MIN. ENCASEMENT AS REQUIRED WATER LINE WATER LINE OPEN CUT OPEN CUT HOULDER VARIES LIMIT LIMIT MIN. WIDTH OF AVEMENT 5'-0" WIDTH OF PAVEMENT MIN. MtN. GATE VALVE 3'-0"MIN. SIDEWALK MAN' BE OPEN OUT GATE VALVE 3'-0" BELOW DITCH FLOW LINE. OR BORED AS DIRECTED BY STEEL CASING-1THE ENGINEER CARRIER PIPE AS REQUIRED CARRIER PIPE STEEL CASING TYPICAL URBAN CITY STREET CROSSING TYPICAL RURAL STREET CROSSING 4-00 W4-U1 ® SELECT MATERIAL _ ORiGINAL GROUND OR MATERIAL EXCAVATED FROM THE DITCH16PIS FREE OF BOTTOM OF SUB -GRADE NOTES: ROCKS LUMPS CLODS OR DEBRIS LA(HICH THAN TWO (2) 1NCHESf IN O THE LAP. ESi DIMENS TON COMPACTED D T A 1. FOR }}N� TRENCH/NC3W/TN/NALL EXISTING MINIMUM 8 (STANDARD) MAXIMUM DENSITY C DETERMINER BY PAVEDAREAS SEEDETAILSFOROPENCUTSTREETS ASTM D698( +4% OF O )IMU MOISTURE CONTENT WITHIN :. ,.,.,;.. ,,,. Dele//sarwo } ST4d)! am o . TH/SNDTfE'DCES OF'TiMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL.oit.•_.:•.;� t,,;>. AREAS ie...YARDS PASTURES EASEMENTS) AND TO ��•- NOTAPPLYTOSTREEfSBEING RECONSiRUCTED. A 2• .Hh ,,.> ,� tt ° ° ha9 i�'s!.� i; SELECT MATERIAL MINIMUM OF 98/° OF MAXIMUM DENSITY AS DETERMINED :. ....µ , : •,: •. , t.. ... s._.. . {� 2. EVERY lV#FE BY ASTM D698 STANDARD AT A MOISTURE CONTENT �`..r;i_{';:4 COMPOSED PCEMEA DEA WATER STOPBLOCK ° NT NTWFTHIN s.,.�„�a,.�.�.,. EDOFCEMENTSANDORNAT/VEMA7ERlAL OPTIMUM TO r�/° OF OPTIMUM UNDER NEW STREET AREAS ]L - DEPENDINGONEMBEDMENT. BLOCKSHALL BE6FEET AND STREETS TO BE RECONSTRUCTED. " ,...,.;:•,;,.:,. ®SELECT MATERIAL {�CEMENTSTABILI2ED SAND /NLENQTTI NOBEDD/NGSANDINTH/SAREA. $ =12 MAX. 8"-12" MAX. MANUALLY CONSOLIDATE 3. ALL BEDDING INSTALLATION OF PVC PIPE SHALL B GRANULAR MATERIAL i;;-=':;:::.;c: :.,' ':5 B ((MANUALLY CONSOLIDATE /�, T OPTIMUM MOISTURE) / �AT OPTIMUM MOISTURE BE IN ACCORDANCE WITH ANSIIAWWA STANDARDS FOR PVC PIPE. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE % s• : j ;.` : ) :• :;;, : G ,t;c OF DETRIMENTAL QUANTITIES OF CLAY - . LA DEBRIS OR ORGANIC �•? � ... . T R;.; ;; :.- ;' : • : •. �::; a. ALL BEDDING &INSTALLATION OF DUCTILE IRON PIPE MATERIAL AND WHICH, WHEN TESTED �Y STANDARD 4 4„'� r,.. • ;.r, SHALL BE IN ACCORDANCE WITH ANSiIAWWA C150(A21.50 LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: :::_..,; :::• MAXIMUM LIQUID LIMIT 45 UNDISTURBED SOIL UNDISTURBED SOIL 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL MAXIMUM PLASTICITY INDEX 15 PIP TAMPING. MAXIMUM PERCENT PASSING NO.200 SIEVE 35 O.D. O.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE MINIMUM PERCENT PASSING 314"SIEVE 100 PLACE METAL DETECTOR PRESENCE OF THE CITY ENGINEER. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL `�8" MIN.N2" MAX. TAPE " 6" MIN.H2"MAX. AT A MINIMUM OF 24 7. DUST RESULTING FROM THE CONTRACTOR'S NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HASdD. ABOVE TOP OF PIPE PERFORMANCE OF THE WORK EITHER INSIDE OR AREAS TO BEIM EW OUTSIDE THE RIGHT-OF-WAY, §HALL BE CONTROLLED © CEMENT STABILIZED SAND NON-STRUC.IIIRAI. BY THE CONTRACTOR. ARF,AS OR ST1 {" ��TS TO B.E . 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY .RECONSTRUCTED WORKING DAYY. TING PLACED AT THE END OF EACH BEDDING AND TRENCH FOR DI PIPE & PVC PIPE W4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE DE A U TELY Q A BLOCK SODDED OR HYDR UL E OM CH D AND WATERED UNTIL GROWTH iS ESTABLISHED. iN DEVELOPED AREAS WHERE GRASS IS PRESENT BLOCK SOD WiLL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION iS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. MODEL SIZE L1- W1 H7 0MC-CS3 3" 8'-8" W-0" W-6" : 12,000 DMC-CS4 4" W-8" 5'-0" 4W' 12,000 DMC-C$6 6" 11'-0" 6'-0" V-9" 12,000 NOTES: - - NOTES: NOTES: Q Service saddle, SS straps, CC threads @ Meter box valve: " '1 Service saddle, SS straps, CC threads �'}6, Meter box valve: 1 Service saddle SS arts s, CC threads 8 Swivel nut- G38-66-2-875-1-112" NOTES: NOTES: NOTES : Installed per manufacturer's 5 =Ford Angle Stop - BA13-342W -1 p Installed per manufacturer's 5 = Ford An to Stop - BA-13-444W-Q -1" Q Installed er m� u p O recommendations. All main es: SA = Ford Straight Sto B11-444W -1p manufactures ggiQ Service saddle, 5S straps, CO threads. Q Brass bushing IPS -1" x 314" Q Service saddle, SS straps, CO threads B Meter nipple - C38-44-2-625 -1" Smith Blair 317 types: p- recommendations. All main types: 5A=Ford Straight Stop - B11-444W -1" . recommendations. 31 ons. All main types: Brace all thread I.P.S.-1-112" installed per manufacturer' recommendations. AA Q Service caddie, SS straps, CC threads 6. Swivel nut -C38 68-2-875-1-112'' ® Brass bushing IPS - i" x 314" Smith Blair 317 6 Meter nipple CBS-44-2 " Smith Blair 317 All main types, Cambridge 800 Series od ons. 7 Meter nipple - C38 23-2-5- $14" Installed per manufacturer a 8 Bail valve Installed per manufacturer's 2 Corporation Stop: Ford FB 1000-4-Q- i" Q Ap -625 -1 ® Meter adapter- BBIM 66-1.112" yypp g recommendations. All main types: recommendations. All main (D Brass all thread I.P.S.-1-112" Ford S701S90 tYAes- A P t� Meier nipple - C38-23-2-5 - 314" Q Corporation Stop: Ford FB 1000-4Q -1" 2(� corporation Stop: Ford FB 1000-6.Q-1-112" Q8 Bali valve Cambridge 800 Series or Ford S70IS90 9 Meter box and lid: Old Castle meter box Cambridge 800 Series or Ford S701S90 0 g 8 MeteradapterBBIM86-1-U2" 11100 8 Meter box and lid: 36 Castle meter box, 2 corporation stop: Ford FS 1000.4-1 - Cl lid with Reader #36 3 Service tubing: Type K copper O � Meter box and lid: Old castle meter „ Q 9 YA AA 8 Meter box and lid: Old Castle meter box, O Service tubing: Type Kcopper-soft- i Cl lid with Reader#36 3 Service Lubin T K copper- box, Cllid with Reader � � A � Meter box and lid: Old Castle meter � corporation Stop: Ford FB 100Q-4-1 2 Corporation Stop:Ford FB 1000-6-1-1/2" 9 Meier box and lid: Old Castle meter Q � g� Yt� pA box, Cllid with Reader #36 � ® Ford mate adapter - C8444-0 - 1" CI lid with Reader#36 4 Ford mate adapter 3 Service tubing: Type K copper- soft- 3 Service tubing: Type K co n p _ � 9: YA copper i � box, d Ford mate adapter C8488-Q •• 1-112" 3 Service tubing; Type Kcopper- soft- ^'- 4 Ford mate adapter - C84-44-1" 4 Ford mate adapter - C8444-1" 4 Ford male ads ter- C84-66-1-1/2" ® Ball valve �5} Meter box valve: t� Meter box valve: 6 Meter box valve A "-,^• v v — 5 = Ford Angie Stop - BA-11-666W-1-1/2" 5 e Ford x le : - BA13-342W -1" CUSTOMER � zAngle- 50 Meter box valve: CUSTOMER SA - Ford Straight Stop - B11-666W - i-112" - _ A 6 Ford Skala - BA-43 444W -1 CUSTOMER 5 = Ford Angle Stop FV $ ,r 5A - Ford Straight Step - H11- 4A4 W -1 VALVE SA = Ford Strat ht Sto B11-444W -1" VALVE t p - - Bl l-6 61-112" " CUSTOMER VALVE CUSTOMER •„-r-„- 9 P" 5A Ford Straight Stop - B11-666W -1 �/2 VALVE 8 VALVE $ 9 VCUSTOMER 9 9 e 3 6 8 $ � Zi 3 8 3 A 6 6 $ 6 ,�, C 3 5 g 4 3 07 4 5 l CUSTOMER CUSTOMER 6 CUSTOMER 3 8 VALVE MER VALVE G. VALVE ME 3 VALVE VALVE g USTOMER L VALVE r 1 1 g e 9 zor 4 6 4 8 4 5 6 7 6 6 rQ . CITY OF BRYAN CITY OF BRYAN CITY OF BRYAN CIT Y Y OF COLLEGE STATION CITY OIL COLLEGE STATION CITY OF COLLEGE STATION � STRAIGHT OR ANGLE TAP - 3/4" STRAIGHT OR ANGLE TAP - 1" STRAIGHT OR ANGLE TAP - 1-J2" STRAIGHT OR ANGLE - " TAP 3/4 STRAIGHT OR ANGLE TAP lit STRAIGHT OR ANGLE TAP - I-1/211 U ws-oa vcrfi 111 — wfi-o2 NOTES: NOTES: Q Service saddle, SS straps, CC threads Installed per manufacturer's v Brass coupling I.P.S. - 2" 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. recommendations. All main types: @ Swivel nut- C3847- 2" 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN METER SWIVEL NUT OR NIPPLE MEETER Smith Blair 317 ® Meter APPROVED EQUAL. ANGLE STOP BOX 0 Cargration Stop: Ford FB 1000-7-Q (cc thread} 2" Brass nipple I.P.S. - 2" x 3" 3. ALL SERVICE WYES & EXTENSIONS ARE TO BE vi U3 - Service tubing: Type Kcopper- cu -soft- 2" � Meter box and lid: Old Castle meter INSTALLED WITH THE MAIN LINE CONSTRUCTION. 4. EXISTING BOXES BALL VALVE (FOR SERVICE 3 box, Cl lid with Reader#66 METER ARE TO BE REMOVED. ON YDOUBLE t... ® Ford male adapter-C84-77-Q-2" tt Meter box and lid: Old Castle 12" THE NEW METER BOXES SHALL BE OLD CASTLE. ) WATER Q --, Meter box valve: round valve box #3RT METER 5 = Ford Angle Stop - BA-11-777W - 2" 6A = Ford Straight Stop - Bi i-777W - 2" ----4'MI N, - -----� © Brass nipple I.P.S. - 2" x 6" 11 CUSTOMER 1MEA-A VALVE 9 a -DOUBLE'SERVICE 11 CUSTOMER VALVE ANGLE STOP WATER METER METER BOX METER SWIVEL N� _ NUT OR NIPPLE A 1" NUMEX SDR-9 200 PSI JIPE 1--112" BALL VALVE OR COPPER PIPE (FOR F Yj OUBLE SERVICE i-112t X 10" DOUBLERASS E RViCE) (1 FOR DOUBLE SERV.) CITY OF BRYAN CITY OF BRYAN STRAIGHT OR ANGLE TAP - 2 WATER SERVICE RECONNECTION W6-U3 wfi-04 METER NUT SIZE 314" x 2.5" Long FORD PART NO. 038-23-2-5 314" x 3" Long C38-23-3 314" x 12" Long C38-23-12 1" x 2.625" Long 038-44 Z425 1" x 8.5" Long C38-44-8-5 1-112" Meter Nipple C38.66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple 038-77 2" Meter Bushing BBIM-77 W7-00 MW7-01 •W7-02 NOTES: NOTES: iU Service saddle, SS straps, CC threads installed per manufacturer's recommendations. Swivel nut- C38-77. 2" 8 O 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. METER SWIVEL NUT OR NIPPLE METER All main types: Cambridge 800 Series or Ford S70IS90 Meter adapter- BBIM 77 - 2" 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN ANGLE STOP BOX N � Brass nipple I.P.S. - 2" x 3" APPROVED EQUAL. 3O Corporation Stop: ford FB 1000-7 (cc. thread) - 2 service tubing: Type K box, Cl lid Reader#65 S. ALL SERVICE WYES & EXTENSIONS ARE TO BE WITH THE MAiN LINE CONSTRUCTION. 1-112" BALL VALVE � �' O z 3 copper -eu-soft- 2" with 4. EXISTING METER BOXES ARE TO BE (FOR DOUBLE S r ® Ford male adapter- C84-77- 2" Meter box end rid Old Castle 12" REMOVED. THE NEW METER BOXES SHALL BE OLD CASTLE. WATER p '"r t� = Ford 5 5 = Ford Angle Stop FV•�43-777W round valve box #3RT ®Batt valve METER - - 2" SA = Ford Straight Stop - B11-777W - 2" -.---4MIN—.------L + © Brass nipple I.P.S.-2" x 6" Brass coupling I.P.S. - 2" VIF, I F A A 3� 11 VALVE MER .DOLML�r SE MI {i W 13 3 4 5 2 3 1�2 - 11 VALVE MER 1 $ 10 METER NUT SIZE 314" x 2.6" Long FORD PART NO. 038-23-2-5 3W' x 3" Long 038-23-3 314" x 12" Long CSB-23-12 1" x 2.625" Long C38-44-2-625 1" x 8.5" Long 038-44-8-5 1-112" Meter Nipple 098-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple C3847 2" Meier Bushing BBIM-77 6 g NUI OR NIPPLE A VTYPE "K" COPPER PIPE 11112" BALL VALVE (2 FOR DOUBLE SERVICE) tFOR DOUBLE SERVICE ONLY) 1-112" X 1" BRASS WYE CITY OF COLLEGE STATION c1FOR DOUBLE SERV., STRAIGHT OR ANGLE TAP - CITY OF COLLEGE STATION WATER SERVICE RECONNECTION W7-03 W7-04 CITY OF BRYAN The Good Life, Teaas 9111e." DRAWN BY: C.L.M. DATE: 08-01-12 SCALE: N T S APPROVED:: W..P.K. FIGURE: SHEET 2 OF 2 - - N - - - C> NEARESTBELL' 4' M 6'8"TYP. 2' 2' . „ „ 2' o STRUCTURAL BACKFILL AREA 6. 8 JOINT (TYP. • INCLUDES ALL PAVED AREAS 1„ M � _ SIDEWALKS, STREETS, ALLEYS F.A. ENO} reLR. y RIVEWAYS AND PARKING AREAS) AND SHALL kXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT a STABILIZED OIBILIZED (OPTION NO. 2IN S EXCAVATED SOIL „ „to COMPACTED TO 88/° MAXIMUM DRY B TYP 1 MIN. CLR. C/3 DENSITY AS PER ASTM 0696 � WITHIN OPTIMUM TO+4 /° WET OF CARRIER PIPE STEEL CASING OPTIMUM (OPTION NO.1 IN Si-01) CASING SPACER C7 ca 1-PC. PULL -ON �j WATER o TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS -- cc SEAL Wl STAINLESS TO MAINTAIN 1 MAX CLR. > ca STEEL CLAMPS "APSE ao' � OR PSI MAX NOTE: BAND CLAMP STEEL CASING CASING SPACERS -RUNNER MIN. ATSPRINGLINE HRU 24' DIA CASING) OR 6-RUNNER 8 WIDE BAND STAINLESS MIN. ((24"-42" DIA. CASING) STAINLESS STEEL ('TYPE 304) STL:_wPE304; B" WIDE BAND Wl PROVIDE4 - POLYMER RUNNERS; CENTERED RUNNERS AT NEOPRENE INSULATION SLEEVE OR NON -CENTERED- CLEAR BELL, BOTTOM qS, BETWEEN PIPE AND BAND \V`, RESTRAINED FROM FLOTATION; MIN BIG +kk 5 INSULATED; "APS, INC., MOD $SIB" POLYMER RUNNER (TYP) OR"CASCADE" 1 CASING DETAIL GENERAL NOTES: �� _ _ _ S5-03 04 Q`� PAVEMENTAREAS MIN. MACHINE BORING MIN. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED cq \yam © (TUNNELING} BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED OPEN OUT- OPEN CUT AND WATERED UNTIL GROWTH IS ESTABLISOHED. IN DEVELOPED AREAS WHERE ti B1C LIMIT LIMIT GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE +• : . • , ,• WIDTH OF PAVEMENT SEEDED OR SODUEb WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. : ^ • • ; ; •. %' , +' SIDEyVAl.I(. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE 5' ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED a,-O.. M}N- SIDEWALK MAYBE AFTER CONSTRUCTION I5 COMPLETE AND THEN REMOVED BY CONTRACTOR. OPEN CUT -OR BORED ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER AS DIRECTED BY EVERY RAIN. THE ENGINEER STEEL CASlN ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. AS REQUIRED CARRIER PIPE STRUCTURAL r NOTE BAC�KF 1� ILL .AREA 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STE EL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY _ APPROVED WET BORING ALLOWED ONLY WHEN 5-•00 V YTHECITY NGINEER. METER BOX OR STANDARD Z1YPICAL URBAN CITY METER BOX BOOT 7�w- ,�n� STREET CROSSING NOTES: 5CLEAN5-04 1. FURNISH AS SHOWN ON PLANS � ANDlOR AT EACH MANHOLE WHERE MACHINE BORING SEWER LINE CROSSES OPEN FIELDS (TUNNELING) BLACK - •\ /� A� 2. SIGNS TO BE CONSTRUCTED FROM TEXT I�� N � SHOULDER SHOULDER 20 GA. STEEL BAKED ON ENAMEL VARIES VARIES 10„ FINISH. FURNISH ONE SIGN AND uNOERGIIouNo SEWER ONE POST FOR EACH OPEN FIELD 6" CLEAN OUTSTACK CONTACT THECIIY AND AT OTHER LOCATIONS AS 5'-0" WIDTH OF PAVEMENT + 4 DIP OR PVC SHOWN ON THE PLANS. FURNISH MI BEFORE EXCAVATING IN. MI FOR EARTH, SEE SAME NUMBER OF REPLACEMENT BEDDING AND SIGNS AS FOR EACH INSTALLED " ((OMITTING MANHOLE NUMBER TRENCH DETAIL YELLOW 14 ON MANHOLE SIGN BACKGROUND ) ;' (NOTA SEPARATE RAY ITEM) 3'-0" BELOW DITCH FLOW LINE. MA�IMOLE CEMENT STABILIZED ED ; `` ` 7" No. „ SAND AS SHOWN ( 2 BLACK PRESSURE 2" CUSHION REQUIRED ( SENSITIVE NUMBERS CARRIER PIPE - FOR ROCK, CONCRETE TO BE ADDED AFTER NOTE: STEEL CASING 10„-- - BASIC SIGN HAS BEEN I. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING PAINTED NOT LESS THAN 3" WHITE SEE CITY STANDARD SPECIFICATION FOR WATER AND BACKGROUND SEWER LINE CONSTRUCTION. STANDARD CLEAN 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. • ,. s � 1.L7�1. �! DARD CLEAT �t 3. DRY BORING IS REQUIRED. OUT FOR MAIN LINE SEWER WARNING AND MANHOLE TYPICAL RURAL STREET CROSSING a5° BEND S5-01 IDI'NTIFICAT'ION SIGN - S5-02 S5.05 NOTE: NOTE: I� 1. ALL MATERIAL SHALL BE ASTM D3034 SOR26 W1 GASKETS. tl 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB, 2. ALL SERVICE CONNECTIONS & O MIN. SLAB ELEV. MUST BE SET TO - EXTENSIONS ARE 70 BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. SEE NOTE 3 � z ALLOW SANITARY SEWER SERVICE. ONC. CURB & GUTTE SIDEWALK w 3. A CLEAN OUT IS REQUIRED AND (TYPICAL) 2. MARK EACH SERVICE END WITH SEE NOTE 5 WILL BE INSTALLED BY THE METAL "T" POST PAINTED GREEN. CONC. CURB SIDEWALK (TYPICAL) CONTRACTOR AT THE ROW FOR Q & GUTTER EACH SERVICE. CLEANQUT SHALL SIDEWALK ' 3. ALL MATERIAL SHALL BE ASTM 4" PVC EXTENSION r� INCLUDE A BRASS PLUG. p 03034 SDR26 Wl GASKETS WiPVC GAP SIDEWALK . •, (SEE NOTE 3) 4. CLEANOUTS SHALL BE EXTENDED 4 ( c>; 4. ALL SERVICE CONNECTIONS & b 2 ' w EXTENSIONS ARE TO BE INSTALLED 3.b' MAX. FEET ABOVE NATURAL GROUND. CLEANbUT 1 :j n• WITH THE MAIN LINE CONSTRUCTION. GAP FITTING SHALL BE PLACED ON TOP. # Cw _ , (SEE NOTE 1 : PVC WYE WITH w aM 5. A CLEAN OUT IS REQUIRED AND i (SEE NOTE 1. AND NOTE 7} SEE N C CAP IL S. LOT CORNERS SHALL BE MARKED WITH i 2' WILL BE INSTALLED BY THE PLUMBER } i ( NOT 3) i z A LATH UNDER THE SUPERVISION OF A WATER LINE ILI RPLS UPON COMPLETION OF _ AT THE ROW FOR EACH SERVICE. a z CONSTRUCTION (MIN. 4' BURY) WA�•E�t L E Z 6. LOT CORNERS SHALL BE MARKED WITH �,. i PVC (SEE NOTE 2) 4' /- Mt ' B�RY) A LATH UNDER THE SUPERVISION OF A ! ( > RPLS UPON COMPLETION OF i PVC (SEE NOTE 4) t' 0 SEE NOTE 3 CONSTRUCTION 1 2.0' 2' DESIRABLE t! 7. WHEN SERVICE CONNECTION IS DEEP 4 2' PV CONTRACTOR MUST PLACE A VERTICAL 2.0' 2' DESIRABLE :. (SEE NOTE 2) --- PLAN STACK THAT SHALL BE BROUGHT WITHIN Q 2.0' 3-1/2 FEET BELOW NATURAL GROUND. z PVC STD. 450 PVC BEND (SEE NOTE 4) -.., 2 0` } ; w TEE WYE SERVICE FITTING STD. 45° PVC BEND SEE NOTE 5 :. (TYPICAL) ZASTM 03034 SDR26 PIPE (SEWER WYE AND 118°BEND) TEE WYE SERVICE FITTING STD. PVC COUPLING WIPE IS NO (TO BE MIN. ASTM D3034 SDR26 PIPE - (SEWER WYE AND 118 BEND) (PIPE IS NOT TO BE PLACED SEWER LINE ALLOWABLE HORIZONTALLY) STD. PVC COUPLING WIGASKETS 1.0% MIN. Q 14 TAPPING AREA (a� ALLOWABLE (PIPE IS NOTTO BE PLACED SEWER LINE PLAN TAPPING AREA HORIZONTALLY) u PROFILE Ca PROFILE BOTTOM LIP OF CONNECTING CITY OF BRIAR PIPE SHALL NOT DIP BELOW j� T B0TTOMLIPnFCONNECTiN(i CITY OF COLa 1:.CTE STATION CENTERLINEOFMAIN. SEWER Y ER SERVICE ICE LINE CROSSING PIPE SHALL NOT DIP BELOW CEN?ERLINEOFMAIN. SE F' Y .i.:•tR SERVICE ICE LINE R =S6-00 C OSSING S7-00 TO BE LOWERED TO FINAL NOTE: O R-O-W OR EDGE GRADE AT TIME OF a OF EASEMENT PLUMBER'S TIE-IN 1. WHERE E RE DOUBLE UB E WYESS I AN PI R O-W OR EDGE OF EASEMENT `r BELOW PROPOSED BACK OFCURB, 4"PVG EXTENSION i TO BE LOWERED w MIN. SLAB ELEV. MUST BE SET TO W/PVC GAP R O-W OR EDGE w TO FINAL GRADE `r w� ALLOW SANITARY SEWER SERVICE. R-O-W OR EDGE OF EASEMENT: a Mo (SEE NOTE 3} OF EASEMENT ow AT TIME OF w VARIES z 2.0' az PLUMBER'S TIE-IN w � 2. MARK EACH SERVICE END WITH CUM Lu r' METAL" T" POST PAINTED GREEN. " -'-" -VARIES VARIES z , , PVC WYE WITH w \ i 2' 3. ALL MATERIAL SHALL BE ASTM ALLOWABLE LLOWQ EA D3034 SDR26 Wl GASKETS PVC CAP ) ' aZ ,e _VARIES 3:5' MAX. SEE NOTE 3 4� 'r"''"" 4. ALL SERVICE CONNECTIONS& a..I \ //\\//\ SSEENOTEI i EXTENSIONS ARE TO BE INSTALLED :r .,.:.• ; ` 3.5' MAX. AND NOTE 6) SEE NOTE 3 BENDS TO BRING WITH THE MAIN LINE CONSTRUCTION. (SEE NOTE i.) 5. A CLEAN OUT IS REQUIRED AND Z CITY OF BRYAN STACK VERTICAL m ( PVC (SEE NOTE 3) (TYPICAL 45° BEND) WILL BE INSTALLED BY THE PLUMBER (MIN.1%SLOPE) BOTTOM UP OF CONNECTING " PLAN TEE WYE SERVICE yy o AT THE ROW FOR F-AOH SERVICE. k The Goad I!/&, Tbras &jk." ' PIPESHnLLNOrOIP BELOW FITTING (SEWER TEE) ( w 6. WHEN SERVICE CONNECTION IS DEEP q STD. 45°BEN6 aENrERtrNE nF MAIN. ` PVC (SEE NOTE 2 w CONTRACTOR MUST PLACE A VERTICAL tr 'h p (MlN.1%SLdPE� STACK THAT SHALL BE BROUGHT WITHIN SEE NdTE 5 STACK VARIES 3-112 FEET BELOW NATURAL GROUND. �., 2.0 z IN HEIGHT ep NOTE: PI.AN w c 1. ALL MATERIAL SHALL BE ASTM PVC (SEE NOTE 2 PVC (SEE NOTE 3) w 2 0 z D3034 SDR26 WI GASKETS (MIN.1%SLOPE) 2 (MIN. SLOPE) STD. 45° BEND 2. ALL SERVICE CONNECTIONS & BENDS TO BRING w �•.�... TEE WYE SERVICE TEE WYE SERVICE +R FITTING (SEWER TEE) TEE WYE SERVICE WIHTHEEXTENSIONS ARE TO BE INSTALLED STACK VERTICAL FITTING ((SEWER FITTING -(SEWER WITH THE MAIN LINE CONSTRUCTION. (TYPICAL 45°BEND) WYE AND 118 BEND ALLOWABLE WYE AND 118 BEND) i 3. A CLEAN OUT IS REQUIRED AND ROTATE AS NEEOEb) TAPPING AREA WILL BE INSTALLED BY THE r,+r CONTRACTOR AT THE ROW FOR STANDARD CONMMONPRO.�X. STANDARD CONNE,, MONPROFILL' DE EACH SERVICE. GLEANOUT SHALL i � INCLUDEABRASSPLUG. DEEPCONNECTIONPROFILE ,F,PCOIITNF,CTIONPROFII,E DRAWN BY: C.L.M. R DATE: 08- 1- (�� 0 12 4. GLEANOUTS SHALL BE EXTENDED 4 CITY OF �RA�1 1 �I FEET ABOVE NATURAL GROUND. CLEANOUT ZsOtTOM CAP FITTING SHALL BE PLACED ON TOP. LIP n� aoNNECTtNG PIPESHAL! NOTDIPBELOW CITY OF COLLEGE STATION SCALE: N S ANITARY SEWER SERVICE CONNECTION CENTERLINEnFMA►N. T SANITARY SEWED. SERVICE CONNECTION APPROVED: W. P. K. 56-0� FIGURE: S7-01. SHEET 2 OF 2