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HomeMy WebLinkAboutDrawings. 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 . I . - . I I I . I I � - I - - - � - I � .- I I � I I I I I I I __ � 9 . -_ � I � I i I � I � I I . . � . � I . I I . I � . � mm, I I 1.1 I . __ I ___ I I . � SIT TES: I I I I I . SPECIFI , i � . I I I I � � � I I � . . I I I I I .1 � I � � I I � I � I . � I I I � . I ENCH MARK I � . i . PROJECT � ' RTY IS BRAZOS TEXAS LAND DEVELOPMENT, LLC. THE SUBJECT i I I I ____ . . I . . � � I . � . 1 . THE OWNER OF THE PROPE I I I I � I I I . I STATE HIGHWAY 40 (WILLIAM D. FITCH PARKWAY) I I I TBM 1 N 10188 1 443.49 . � . I � I I � . I I � I I I . � I I'D" EXPANSION JOINT. . PROPERT I Y' IS LOT 1, BLOCK 5 GREEN PRAIRIE CE , NTER PHASE 2A. PROPERTY IS ZONED C-' AND I I . . � � I I �' . TYPE I . I � � . . )A I � I E 3577108.88 � . EXISTING CURB & GUTTER I � I I . OV. � � . I I I .1 � I I I . I � I I � I . � VARIABLE WIDTH R.O.W. . I . E REMOVED � KEEP 6" RISE TO ELEV = T/C ELEVE. + 3- � I I I I ! � . . I I . . I ELEV -. 305.03 (COTTON SPINDI E) . � I TO 8 . I I � I . I � . . I � � I I I . I . I . � I ���r � ��� - � � � � � � � m- I 11 I � 'c"' PROPERTY LINE I I .1 I . � VED I I I I I � � MOM mom . TBM 2 N 10188122.96 1 1 � � I I � I I I 1 2. THE TOTA:L DISTURBED, AREA FOR THIS PROJECT IS 2.18 ACRES ,(95,121 SF). I I : . . - � I I � I I . c� i I ,� I . : I � . TBM #1 I I . . �_________� I I � TBM #3 1 . I - . . E 3577289.94 1 1 1 MATCH FL OF I � I 1i I : ' . I . I I . I � . I I 'i�:1'.'.--' I : ELEV .- 298.49 (COTTON SPINDLE) I EXISTING GUTTER * I . . � _TS & 11 I . ­...if'� �..; �': IV,. I , I . . .' � � ­-­ I I . � 1. . I . A RMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEF : - . -� - o': W . '.'*i�' EXISTNG ATMOS . I I I _ � .. 3. DR INAGE INFO .: �. . . I . I I . . . ; . I '.-�" �z&.-.`, 3' ..... --71 1 . .."-.1. . ' 11 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 . � -==:-- -==- - �Af AE I ­ ENERGY GAS M�\ I TBM 3 N 10188895.62 � I I I - _ I . I I . I 11 � � - I - --,!!I! . I I I I E 3577520.09 . � � I . I EXISTING PVMT. � I � I I I I I � : � I . . , . I � I I � I ... t - .. .' -_ ELEV : 318.13 (BACK OF CURB) I . . D IRRIGATION DESIGN & ANALYSIS WILL BE PROVID � I I I I - == - I .E � "_ .' MU W Ock'r- - � . I . � I I � . � I I . � 4. LANDSCA ING AN I I � I I . I Z=� - -_ _ I --- -_ - � - . _fx-:�­ - - -_ I I I I ,*- - i � IRRIGATI N PLANS. . I . � . . . __7 - / I � Z== ----=- _m U _ - - = I � . � I I ---e ____ -_ 6" 1 1 � . I . : � I i I I I _:9=­:-�_ ___� . � . � �'j . i . . � I � - . � . I I . - ' - ' /, I . I I - 'c I . . � : . . . -- I � I I I .. UBLIC . ... I ��� L11 A I 1.1 [ I m I I I � I " ) / � I i , �--.- � - l' �; _1 ..... h I - I : - I I ( 7Z:7i ACCESS .. �­ . 11 - � I I I . . I 1 31, 41:7- �."'7. 5. THE IRRI3ATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C,O. . 60' P I � 1.1 I . ­ / i � 10' ELECTRICAL � ...j.�. '" ' E' � I . -1 RI DRIVEWAY IARON SHALL BE . � � � . " .", "'�:; I I I _E I � if I EASEMENT r1`_11._1_-"�;'1 I I I EXISTING BASE S . EASEMENT . , _f . � I I I I � I MI � .. I I . I . '-2--.1l" 6- (28 -DAY CONCRETE I I ; k...."'N.�' � . . I I Nt. I . 1 11019/281 1 1 _,� 'i 8460/1 � _r- - I � I � I � . . � I � 11 . 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. I I ,� � I I � � 5356/176 1 :: , `_ � I SEE SHEET C2 I � I W/ 4 1 � I 1 '�-7­-��?.";'� - - - � I I � I I I / ( ' / . I i'-" " v'. - - 'N I FOR DETAILS I . I . I I I . I I I I � I I � 1. ­� ' . I I I . � 1 "7 nr;,k 17 BARS @ 18". O.C.E.W. ASPHALT , 7. THE SUB�ECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD . / 106 PUE �_';'i;.�'_t"".' io - �__ . . I I . I � .m.-......'-!'. - V) - ir--- I I I I � � . . . I n Tir mi . I / I . I .. - . .. k I . I I I DEFORMED TIE BAR A TTER I INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNIT) NO. I I - - I I . I I I 1. . - � . I I � I � . /A � f I . � � EASEMENT (WID VARIES. . � - , I I ,I LOT 1, BLOCK 1 / � I 1 60' TYP.) 7589/171 1 � I , I ii _T.1_1i'-1' , - , w FA - � I I . PHASE 1 & I LOT 1, BLOCK 2 � I i - - I . I - NIIFF I I � . I za : I - I a .- : I � - - I I I . � I � : : . cn t - - � I �_ 7574/6 ( If I . PHASE 1 PLAT I I 1 C4 � : >., � I I � I I V) I GREENS PRAIRIE CENTER. / I q . - - - .. 1 1 . I Q .e t - U I .. . � � � I � I I I �� � GREENS PRAIRIE CENTER I ?; �: - , � - /I'- - � 9p 11 I . ��� / ' I I � I I I it; U . / - I I / I I I I I I � �i: � - 0 1 . . . I I .� q, I S U. '� I / ) If .) EXISTING UND � � �. � � I S IT itfl I . I I I GAS LINE . � I . . I i. P� a., . - . - I .- PROPOSED FH I . � � '� U I I . 1 4. - < __----- � I I . ') . - I .1 . I ;it �-.'i�-'..--;�;-.�i' � LIMITS OF DISTURBANCE I � I I � j I / I I I I I � 0 v�;;-"'-'-'-.�.� ! � I I � �f 0:vx"'I I I � . I � . 1+ A I 0 U. %.- SHALL BE ALLOWED ON I I . . 4800831PANEL NOS. 032SE, MAP NO. 48041CO32SE, EFFECTIVE DATE: MAY 16, 2012. 1 . I I � I . . � I � I � # FOR TYING NEW DITCHED STREET SEC11ONS ONLY. I I I � � I . I I . I � I I 11 I I � 8. ALL RAD I � AND DISTANCES, ARE MEASURED TO THE BACK OF. CURB UNLESS. OTHERWISE NOT -D. I I . I I I � CONCRETE PVMT. ONLY. * I � . � � I � I . I � . I � I I I . I I I I I � � � � SECTION A -A I � . I . ­ 9. ALL PAV MENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. � I � � I � I � � I . . I TIL�I � I I I I I I I I 10. ALL U � ITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN tRE I . 5: � I I I I I � . I I � I I A I TYPE "G" EXPANSION JOINT � AILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP .. I I I - . I � DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD � I I ­ I . Y NOT REPRESENT AS -BUILT CONDITIONS. i I I EVIDENCE. SHOWN POSITIONS MA � . � I I I I � ; I � I I I � � / . PROPERTY LINE � .1 ­ I I I � I I i - - � I . � - - I 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THEUDO. I . I I I--,' I I . 11 I � I . . � * '-� ., I I �0 � I I EXISTING I I . � I � I I I � � � 4 ',' F' .'�_'�':Fii��' I � I I � I I .� . PROPOSED 8" ------ I PUBLIC DRIVE . .;:.. �' 'T. I � I . . �' . . I , , . _.. � I � � I I I ____� I PUE (WIDTH VARIES) I I -� ,,I- �"-'-`: .� I � 1 . . . I � � .. i � 1 12. ALL . _ WATER LINE 3: . I _ '!_', I - � _ . I � � .1 . . I I ..._ .. . . TBM #2 7564/269 . �' 'i. . � I . I . . I I I 11 � I I � I I I � . z �:�:-;��;' .- . I , . � � I I . I I : I . I I I I � � I I I I � --- , �. � . I - VARIES - - . I I I . NOT USE THE CITY OF COLLEGE STAT10N LOGO ON COVERS. , � I I � I ­_ " I � � I I I � �"f�--' I I � I . I . �. I . I I � I . 1.-..�"".'�, PROPOSED 6" 1 . . I I . . I � . I � I � . I I .1 I � � I I ' ' * . 11 � . � I � I � I I I . � ­' - SEWER LINE I . I I . I . � . I � I I I T.,';';-"`�!� . I I I I I � I � � ,-EE . I I I I . I I I If _1 . I I . . I ��-�'S�Lx! I I . I I . .1. I I I � I . * MAINTAIN 2% 1 � . I . : � . RETURN CURB TO HAVE 13. A PORTIDN OF THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT I I . � . I I I (j � I I I I . I � 4 i��m � � � � � mmmmiq - �'. I I . .1 � � I � �. I � I I' � 11 I .1 I I I . A ROLL FACE DIMINISHING AREA. I I I I I . I I � I � . �, 1 60' PUBLI-- -7, z:t--k' � . I � .. I I I I - � � � I I � �11. � I I I � . � � . I � � � � � I ' .1 . I � . .. IS I -1 � I . I . "I � i* .' EXISTING C � ".f. � I I . I . I ­ I MAX CROSS SLOPE I � I I � . ACCESS I, -,:' I I 1, I I � AT RADIUS POINT. . . I . . � z-4.1, e'T ��: . I I I . I . I '3 V . I I I I I I I I � I � . I 10' PUE PUBLIC DRIVE �:' I . I � . I I MENT W� _I, i!.;%�- I � � I TYPE "D" � , � I � lizz/ , �� -" _-, . EASE1 . �: 7z�'V.-. � � I I � I . � I . � . I . I . I � . � I I . . 1 25' MIN. R. I ­ � I � THE FIR ' SUPPRESSION LINE SHALL HAVE A LOCKABLE LID .ON THE ISOLATION VALVE, THE � I . . -Ro ", I 1 7554/269 .'i"'93'..4� - . I 11U1q/zd1_--_ I �."l �" . � I . LONGITUDINAL 14. . . I I �-'-k,�'�,; EXI� ­ I � . I * LOCKAB E LID SHALL . t .- I � , - TING B* . ;,;.. �-:­_.:;�q I I . � I I I . I I I AMBULATORY RAMP � I - P CTION AS,.THE AMP OR USA,. LL562 LOCKING � LID I - *,-"- . . . ­ . ­ ,-'-I- I � I I � �� I I REMOVE CURB "� I � . - I __ ____ 0.­.� . I I I I ... -i%'.-"i I.' \ SEWER LINE ._5� .i .".� I I I I I .1 JOINT I �,�.'�OIPE = 1:12 MAX � T MINI LIM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES OR . I - � . ,;",.,, I - I .' ­ I. �11. I I I 11, I - - �';; . I . � I I I . �'� I I I I I � _. I - __� ­ ­ __ V. . . I I � ­ . .... . --- - I I I � I THRU RAMP �_ 1, I /_ ­ - - - I - I --- 7, . I 1-1 -, , __ -'.1 - _ .11 I .. ...'_ � I � � I I � I- - I � 11 I I I � - � . r .11 ­ . � I . I I . � . I I I - - __ . � . I I I _.­"­� ", � '!q . . . . . I � � I . . - \ - - - __ - __�_f - - � . � HIS DES GNEE. . I I I I I . ­ - - - - F!" ,-'-If,,; I . . I I � � _'. I I . I I . . � I � I I I -� I I I I 11 I - - ..e" I - I I I . � I I � �_�� , I - -�-zN �... __ I - 10.:­.;L�� "'I"k- V'.f!�;;�':�'�' . I � � I . I I SIDEWALK I . 11 I I "[14, 1 i I � � I I I I � I � � -1-`._ - - I Z. - - I - I - - __ !-I " ,"..�� '­'*.-Y�* - - - _"; '. "I . � I I . _____1 * . � , - - :::::: - .1 Ar 58' 24'E -, 65418' � I , VY , 1 14 '. . I � I I � I - . . MIN UIRED FIRE'FLOW FOR A COMMERCIAL BUILDING IBC TYPE IIB OF 10,600 Sr IS I ��'_ -- " ��' - = - .. �� � � .� I 11 . ­ I I I I LLLJ , I i 5. TH I . I �. ­ "' " �' - 1 2,250 G S PER MINUTE. TWO FIRE HYDRANTS ARE REQUIRED. THE EXISTING HYDRANT & 1 �11 . .p; g's .1 i�T - . - . . !"­ .1 -1. ­��­ y1-1 I ­ 1. I I I . I I I I . I ��z�"%-' "..' "� i I -� '_ .. � . � I � � I _­ � I - . . '�T - : " ,!� 11" .1. �, Z�"­--Ak-1 ��­. .1 11 ... I I � I � - - - - - - � I I r I :::: I i - , 11.111'' V1, - 4 . I I I . I . � I � � PROPOSED HYDRANT WILL BE SUFFICIENT. THE BUILLANU VVILL NUI HAVE A FIRE SPRIVAKLE-1- � � � I � � I I I -NEAT I : I I . . .";I.:-';�j . .... . .11 . � I . I � � I I .� � I I � � NEAT . � . � I I � � 11 I I I . �S_ . , � I . � ­ I I I '�'�� '� SYSTEM. , . � I . I I -�"-'�'��'.-��Z­ I . !� � "; �::�.' I t � � � I . - ��'_;7�*'�wz'�:.'.!_' ,. I I I I : 7'....' �!T , 20' WATER E , . I I . . I � ­�-' . I I . . _� � --- I LIN . I SAW CUT::� . I . I I ...z � � I . I I I I . _____� I � ­ � . I ...... 41 1 1 .. � I I . � � . . I _�:� / I . �. . � I � I __ I S-8 . , � __ _ ..' - . I . EASEMENT 10' ELECTRICAL 1. I � � : I - I I � � I I I I 1, I -"' 7'17 - I � . I I . I I . I . 1 r, � 0 N I . . I I -, �_ , - - - __ . ��� . . " __ *3989/133 & 776/145 . EASEMENT I � . I I I . . I � . . � � I I'// '��/���'/////// � '7/, 16. BUILDIN( SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLE E STATION L, IF ED . - - - - . I I �� . I I . I I � I I / / - . . � I I - - - - � 11 � 1. . . I � I I I � - _ I � I . . . � . . I . I . � I I I I � I . � I DEVELOF MENT ORDINANCE. . I I I I . I I I EXISTING 8" 11 I I I � . I . I I I . I � I ­ � . I . I I � I EXISTING STORM , I I I 1 5356/176 � . . � I I I � � --I TYPE "G" I . I I . ""'l -EXISTING CURB & GUTTER TO I I I I � I ! I SEWER LINE SEWER LINE . I EXISTING I I �' I I I I � I � � �_�_� IPMENT SHALL BE SCREENED FRO OR . PRIVATE ACCESS .1 cn FIRE HYDRANT a . I .1 I I I � � � I 1 EXPANSION I A NEATI BE REMOVED --- REPLACE STREET 1 17. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQU I I � EXISTING 12" EASEMENT (WIDTH VARIES, . I z 0 I I SURFACING AS NEEDED I ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT I WATER LINE I I I � 00 , � K� < _j I I - . I � I JOINT .SAW CUT I � . � 60' TYP.) 7589/171 1 1 (n _j _j � I . I I I I I � WITHIN i:50' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUC I . � � I I .1 I I I I I I . . I I Y Uj V) I . I . I I � I I � . I I I I SCREENI HALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAII ITAIN A I 0 m, I . I . I I � . I � - � I � > 0c)<z I � I . I I I I N47 OW 41'E TIW I . I I I - I � I � . UNIFIED APPEARANCE. 11 � . I I . � I . I I � . I N _j 4 X Gj . I I COMMERCIAL DRIVEWAY -DETAIL . I � I I � I I 11 I � � . ,� � � 1 1 C4 cn ,_ . I i � I � I I I * Uj :2 , I I I I N.T.S. . I � � I I � 11 I � I I � � I . I .0 CL I I ­ � I I I I 11 I 1 18. THE DU APSTER ENCLOSURE SHALL BE A 6' TALL WOODEN OR STONE FENC � � � : I EXISTING 8" 1 cli - .00 � I . I E PER ARCHITECIrURAL I _j . I I I I . I � I I SEWER LINE 0 Ld I I I I I DETAILS, : THE DUMPSTER AREA SHALL BE 24' x 12' NOT INCLUDING ANY BOLLARDS. IF THE I I I I I I I I . F_ 8 N . . I I . � I �' I I . � I . � . I � � I I I ig I . � � 'R ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN 1 1 . Ir- 0 < > I � . I I I - -HE UTILITY 1 I I . I W � I I I I I ,� I DUMPST_ � . I I � I I U) . I _j w I � I I I I I I - � I I I I . I a � I I � I I I I I I - m � I . . . .1 I � � I I EASEMENT, THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE �: . I � BRAZOS TEXAS LAND 00 � I I . I I I � I � I � I . I I I . I I I I � I I I luj 1. I . I I I . I I I . I.. I ENCLOSIJRE. I I � 11 I I ,� I : I I DEVELOPMENT, LLC. I I R I I . . I � . . � . I � ! , I I � � . � � . I I � � I I � I I I I � I . LOT 1, BLOCK 5 1 � I . I. 30' PUE . � � (0 . � . I . I � I . I . . I I . I I I � 19 1 � , . . � 27.60 ACRES � 1 8460/1 � W) 10' ELECTRICAL I I . . I . . � . � I I I . . , ANY EX OSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO � � I I I � � I I I � � I I I I I I I � I LOOK LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATO � I I I EASEMENT I � � � 11 I � I � I I I I I � I I � I I I I � I I I I I I FCO- 1 1 � I I I I I I . 108" � . I - � . � I � . � . . I INCLUDING THE DETENTION POND OUTLET STRUCTURE. I I ­� I � I � : . I . I I � � I I I I I I � . I . � . I I . I . `1 . \ I I � I I . � � I . . .. I � � I I - I I . I . f �� . � I . . I I � . � I 1 120; DUMPST-R GATE SHALLOPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL BE PROVIDED. I � I I I I . � . . I : I I . I I I I > I � . . 1.9" I � 6 AT EACH END I � I I � I I . . . I � I I I . -..-- - I -1-1t, i r I—— ­_ I � I 1� I - �TR­ 216 THE OW . I_ - __ I I � . � . I I � ­ ­.- 11 - .- 1-.. ,- - - -11PT -- . I I I I I � I I , S;n' 0"a"n Appercic =11111 :_ , -1 I f ­__� ­ . I I __ - --- . � � �ERSTHIP AND MAINTENA . I I I __ .. I By \ �� I I I . . I . I i I - , I =_ I . NOTES: . WILL BE HE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. � I ffi� \ , I � I I I I I I _ __1 ­ :.. I - � -1 . . � � � I I . I EASEMENT 11019/284 ___'___." Ij iT."', � I � - .1 ­­� I I I ... 2' . 0 � I � I I I . * " . - ___ ; I . I - '----- U! I ..... ___ __ I . I . I � _:_�=_ I I . I I . I � 1 3 i" � � __ i .. I i __ -1 R_ ,I=- I I 1. THE SIGN SHALL BE 12" . � I I I . �_ - - .. . - . - . I I 11 ; t ­­­ I 7,�'7 =-: I 1 , j'_"-__--._"__:� I __ - 1�AIV - � I . I � I � I I , J-1 I . ij, I � ­ - - - : � 7"��,'�,-��-.4v"T,�.,:.�.:..�:-.�., i 2 WIDE 8 , I - - - " - :­­­­'_"_. � AND BE MOUNTED IN I - - - " ­ , I I EXISTING UNDERGROUND I . I I __ ,_ ". ��'��' - _. __' - I. ­ -, - �'�r""i' J, I ::--- J' ..�Vi � , I - - u'�'�.�_, __ � 4�­ - __ I � . - _­ ';i-,' � . �_ i " __ .- ___ k THE LOCATION SHOWN. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE� OF � � \ � , I _11 - 11 " " . UNDERGROUND UTILITIES. I _' . GAS LINE I I � I I I ,_- - q! I �'�J ' til 4 - k* . I I I . f I T-1 -1., ' ! I __ I I !��-'� Y 18" IN HEIGHT 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING . ___ :- * - �9�� 1 . ."� \ \ � I ... � _. I ­ 61�. �' I � - i ��.;; --- ------ * ]i , -, ___ . �'�' � I I I I _... -,--. 1 I i " I I � � . I I . i : ___._"i_'j' ___ : 9 � MMC; i -,,r " 1 2. SIGN SHALL BE PAINTED . 6IG TESS: 1 (800) 344-8377 . � I . I 11 q k . I . - . - I '%�� ­­ .------.-.--! I I t. ­­­ I— -1 - ­ j � I - \ . . \ Q�'-\\ - ' ' - . J_ *tM___ I 11; I I- 1'� 1 4 -1 � I MOS ENERGY: (979) 774-2506 : . I I utl� -1 , 11-1 . . M - 0 w 1 �UCTION IS REQUIRED. I I . � I . . \ � 11 1 24" 1 � I , '�.!' - - H I CONSTI I \ . ,L \'-�" I _-__ I ' - il I - __ - I . . l : ) I . I 61 . � _' i 11 ­ 111[it ­'_ :_ I * _= � � I AT I - - - '__ : I __ _. . 1 -2429 1 , __ 1 . � I . . I I \< I I _ �-. '1111111: ij]fll __ - Pi p WITH SYMBOLS, LETTERS, SUDDEN LINK COMMUNICATIONS: (979) 595 � I - I- - �1 �-jil I j ii __ - � DESKMTM I AND BORDER IN RED. I . - I . . . I , I i - .. - t , `0 � - � . -4770 \ \ \ i� ..... . - : I—- 13 RE MR9:0. i I I I I . I .---- --- IT IT - I tt . I I � I I , � , N I . - I ., I . I I I I . I � I . I l'i � � ; I I I I il VERIZON: � (979) 821 � t. mtm= I � RIM= mHam W= MRIM mmm amm mm= I REM= vim= 9MM . . � ,+,. . � I I I � 0 4.1, I � I I PAWJ4G 3. SIGN SHALL . COMPLY I . I � I , � I I 1:1 . . �-36--�-1 [::�30' MIN [:::-30- MIN.- 5-­�36-�l j � , I T . ,' � � � 2. T HE RESPONSIBI C EANS NECESSARY TO MINIMIZE I I � 1 07 " mmm \ � I _� 6. �1 -r-2' , 2 � I VICE STANDARDS. I IS T LITY OF THE I I I I I I !�� 6" � I -�� 6" _ 0 I � I � SER'� , EROSIO AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE 11 I I I I � I � . .1 11 - I \ 61 \ � . . I � � . I 1 11 I I i .4 ONLY � I "I INSTALtATION OF A CONSTRUCTIOt EXIT AND SILT FENCE AS NECESSARY. : " � � - I I \ \ I I I . - -.1, I I I I � I - ., , I I I -, , � . I � , 1. I , I I 0 +'3 � I � __ I ,-- . _N - 11 I _1-111-", ___ ­ �� - _ __ __V , "- -::. __ , _ , _ ___ __�__ - , - �__ �" .�� - �' , � - - \< � - 11 I � ___ -1 - � - I I . -'' --- . I � I I " __ ''-,-.,--, I , _____: - _ , I - .� I - 1. - � - I . ___ � - _ .1 _ ­ - - I - , I ­ - - - 1 .- , � ,- _ - � ____1 ­ 11 � I I - - - , . __ I , - __1 -, " . ,I 11 _� _ � - , , , __1 - - I - 11 I - I _1 111 , _­' , , , , _ , - -, , - . � � I , � � � - i- �' �� I , .1 I "-1 I - I _­­ ­ I ­ --- I � __ � - I -, - - _� -_ -1 . ...... - I �� 11 � I I , I , , I I 1, - - � + - I . � ____'BIK - E RACK DETAIL I I I q T , - I I . . I .� __ I Ili -M ' ' I - .1 - . � . I I � � . .1 I � I . I * � - " , I ' I tNT - I I . - � I I I . 11 � 0 .'Aj ii __ I b - - ­_ I'll, . I I ­ � I 11 I I ­ ' ,- ­­-- I - " I I � I I \ , I I - - --- -- � . I I I I ­ I � E ONTRACTOR IS RESPONSIBLE FOR INSPECTING AND ' AINTAINING THE EROSION A I � �� � . . . . I I I - � � I ­ - . 3. THE C �N6­ S� I ­ I I I . � , 1, I I -1 I- "I I I I . . � � . I I I I . � I . . I " I ..' I - � -, NAS. I I 1, N('0'r J�"'­ -�:._' :1 � ' I . � � I � I 11 CONT . INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAII�FZL ' I I ' . I I . � , �'A"'T`D � -AWAY � I ROL DEVICES _� I � I .1 \ I �. � � _Z - I � . � I \ . � I I I . . I I I � I � . L.'_'_"� �_ t:Q' -5 . y , . TOW I '' . I - � I � . � I I � . GREENS I I � I . I I . I . . I 11 !.'�'­"'w'­_'�A ZONE - � I EVENI IOF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE I � . I . I � . . > . � I I I � I . ­ . I � . . I OVERLAY .DISTRICT I .11 � I I I ,� I I . . .1, � I I 11 I . RESULT OF THE CONSTRUCTION OF THIS PROJECT. : I . I � \ � I 1. . 'RAIRIE . . \d' \� ' I I I I I � . . . � ,. ,"'.""'-'­­'. .0 . I � I � I � I I . I � 11 I \ I I � � � EXISTING 8" 1 1 1 1 1 1 .1 . � ., I I � �' I I ... � � I I I I I . I I I I � � I � I I I � I SEWER LINE, I I � I . . � I I � .1 I I I � � I I I . I I I I � I . , I . I I � . 1, . I . - I I � 1 4. IHE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 1500QO I , \ � . I I � . I I I -1 � I I I . � I � . . I . � I I � I I � I . � I I . � � � I � � \\1 :� I � � � � 11 I � � � ,� � � I . . I I I � . . �. I � �� I . I REQUIREMENTS FOR CONSTRUCTION SITES. . -1 11 � I I I I I � I . , I � � I � \� �� � I � a � 24'- - 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 . I .. I I I . � - � . I I I I I � 1. . � . I . I � � � 6, � -R . � I . - 1 - I . I I I I . I . ON WILL BE ESTABLISHED ON THE DISTURBED AREAS *AFTER CONSTRUITION IS I � I I I . I � I � N . I I . I � � . I � 4 � I � . 114 --,;.� � 6' . 1 5 � . III— � I � � I . FIRE LANE SIGN DETAIL .1 : 5. ,PERMA ' EN � I , I I � . I .1 . � I . I I I I I � � - � ! I . I . I I . � I . . ' , � I \ I I . ,� . I I \ � - I I 1. I I I I . COMPLEIE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. . I , I I � I � I I I -.---__._--- � � I I ; I I . � . I I . . . . _' � . � . - � - _'___.� -, � ".';'� F."ffy, : . I . I � I I I I ! � I � . � � I . � I 4 �. I I I I . I I I � ' , I '_ . Dt, V , � . I . 11 . � I � . � I I I I I I I I I . . �. � � I I � . � I � I . I .. I I � 11 � � - 14 . I I - p- - � - I - - �0 . � I I . I I � i . I I I I I � I I ' I I I � I I . I I I . � � . . � . .' . I ��' � Si I � - � F, � j� _j : I '�� I- I I ' . "t � .... v ', z , I I I . � I � 1 U I I ' ' ' . - I � I I I � � I , - . I � I ­ , �. "4 - U �fx � . . � . � . r - � � � . I I I I I I I I I I � � � 1. I . 11 I �. I I � I � 1. I . 3"�� . . I . , I., I . ­�­� i , �. Y � - I i r� iQ � . � I I . 6. ALL N SHALL BE IN. ACCORDANCE NTH THE 2012 CITY OF BRYAN/COLLEGE STATION I I I I � I � I ­ �\ I it . . I I . . . . I \ . 61 I . , . � � . � � -1 `% I, %.. �K'_ . � , -.7 '�-,'q -�-_ N.T.S. I I I I I C( NSTRUCT10 . �. . I . . . I � I I . . . I � . . . I- I I . I I I I . I I I I � � " . 4 . ",� I I - � I . I . f I .- �'­ . "TION § � � . . I I ­ I I � I . . � \ N I I � � 11 3'R 6111"� . : . - ". R SHALL BE PAINTED RED 'NITH FOUR INCH � STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUG �HALL BE I � � . . I I I I I , � I . I . I � I I I . � . � . 1/4-R I 11� - I �'� -, " .' , -5 , - �; !` ,,,, �' ALL CURBS � I I � � . . I I I � � I - I . � � . I I . " I I . I . . . . . � � . -z. -, ei " , i �4',7 . � I ,� � I I I 1. . � \1 . . . I �. . I I t � .� �� �' I , \,//, � I . �'.. - I _ ;1�1' t_'-! '� -f a_ . � I I I I : � � � I � . . I � I _ I - I I . __ . I I I I I I � I I � . . I ') WHITE LETTERING STATING -FIRE LANE - NO PARKING - TOW . � . . . � . ! I I � I I . � . .. I � . I � . I � I . I . � I � . I I I I � . I I � . (4 1 1 1 � ! � . I � � I I I . I I � I . I I I � . I I I I I � � � - � I � � � I/ � I I . COORD NATED WITH THE CITY ENGINEER'S OFFICE. . , . 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 . � � 1. I I . � � I 1AWAY ZONE". , WORDING MAY NOT BE SPACED MORE THAN FIFTEEN , I I . . . . I I I . I . I . . I . I 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 �- I . - I FEET APART. . 11 ­ I � . � I I � I I � 11 . .. � ­ � 11, . . � � . . . � I . .1 I I 11 I � �. I .1 I I I I I I I � i . I- '<�_ _-z! I SEP Z6 2013 . . I � . I , . . . I I 11 I .. � � � . � � I I I � I I . I . 1 3 1 1 � � I I I - I I I I 11 7, THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART � FOR 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 � . -) WIDE AND . EIGHTEEN INCHES (18-) IN � I . . . I I I : I � I I � . I I . I � . I I \ I � I 1. I . 1A SIGN TWELVE INCHES (12 . TRENCH SAFETY REQUIREMENTS. I ,: � , I I I I I � I I I.. I � I . I I I � � I I I I . . . I � � I . 6 � , - " -1 _-il ', 7 ­3--�'�,;k HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH : I I I . 11 . I . � I � . � I GREENS PRAIRIE CENTER I � �� . . . "i ��' �j � ­ -1 � I I . . I I � I I � � � I . . I � " - - . ".. ­" �' � ;;� � 0 SUCH SIGNS SHALL BE -TWELVE � . � � � � I I I I I - � � � " ' . I . I I . ' ' I �' : � � I .PHASE 3 LOT 1 R, BLOCK 3 . - I I � . I I � � I . I cc�"'.�;': I, I 11 : , , ,,. .,�'L,"� ENTRANCE TO THE PROPERTY. 1 8, THE. CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. . I I � I . I I 1 .3. 3' (1 I ' I ' 1 . �' ',I ijl-� "'.'�zz'� INCHES (12') WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION I I � � \ � I I � I I I 1 0-3-1 . , : .. I . . I . � � � " I I I � � '� )II "!,_- � , -, . - �i "�"�' -,'-7) SIGN TWELVE INCHES (12-) WIDE AND SIX INCHES (6-) HIGH STATING . 1 11.946 ACRES I . \ . I I I I . � . I . I - I ! � -,." '-�'.­ � �"�';-­"-_ � I . I M'�;�"�'�Ai' �2 " I I � I I I I � . � I I I . - 1 2- , � -1 ______'______ 'row-AwAy . . I I � . � I I � . I - I I � I � I I I I � . \ . � .�jl I L _'__ ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE I I I � 9. INLET ROTECTION TO BE INSTALLED AT ALL PROPOSED AND I EXISTING INLETS ADJACENT T(� THE . I . � I � � I I I I I I -� � I I I . I � I 13ACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. PROJJT SITE. I I � I I � I I I I . � I . I . . . . I . I I i I I � I I � I . � I . 11 I \ I � I � . 1 20' WATERLINE / I I � . f , . I I I . � [_' I I I � I � . � � I . I I I � . I EASEMENT _-,d � . � THE FIRE LANE LINE SHOWN ON THE PLAN IS FOR REVIEW PURPOSES . . � ! 11 I � I \ � � � / 1 > - I . I � I I I 1 -3'j 1 1 1 � ONLY. A SIGN WILL BE PLACED AT THE ENTRANCE OF THE � 110. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.1 0 OF HE I � � I I � I I \ � I . I I k, : I I I I I I I PROPERTY. I I UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OP I . L � � 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 � I NOTE: A . LL CURBS 6" IN HEIGHT I I � I I . � HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL ,BE � I . I 1 4 . I I I � . -_..__'__j MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS AIJ1Y I � 1 41 � . � I � I 0 cp I 1 20' WATERLINE , . UNLESS NOTED OTHERWISE. 4 _� - ­_"' - '" - , PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE � . � � I . � � I EASEMENT . . � I 11 '� tl'_I�,' fll-v. . I I I � � . � � � a X I L -11 I . I .. I ��' ,I; t, " ,"I' t`- "..-­ il 11"__1 1�i i . . "Es - � )r a, I . - I I r P � �---�'�` �"V�""� `_ "' I . I VICINrry MAP I ' TIME 9,F BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. I I 00 1p \ I I . �, 3989/133 11 I I = 3/4" X 18" SMOOTH TY ETAIL �� 7 1 . " I I I � � I I I � . I I 1. I I . 'A 10 I I PICAL CURB Q �� "'q -,,;I � � I - - . � . I I � I I � � � I I I I , I o z"� f � . I I . I I . \ I 0 *0 � � � I I . � I EXPANSION DOWELS I N. T. S. I j � r;�� f.) , V t� L j " � -__' \ . I I 0 1 . � 4, I I � � I I I I � I - I I ��,,, I � , 1i T 1- . 110 � .1, , - ,1 A " I41 � I I I I I � � I � I C) ' . \ ,. I I � - I I . I I ­ ­ . ',' � . 1�1 Irl"'], %_ I � . I I . � I I I I I I . I I I I I � I I 11 I � I . I 11 ,THE SHOPS � I . . I � i I I I I I � I � I \ 11� � 11 � . . i � 1: I I � ­ . t I I . . I I . � I I I I � I � 7 . � 15' PUE . � � I I . I N I I I I 1-1 � I . � I I I I l l I I I I I . ��� l I I � I I � I I � � I . � . � I - I I I I � � � 1 1 � I I � .1 I I �: I . I SEP 2 6 2013 1 1 � I I . I o I . I � . I I I � I / I . I � . I I � � . I I � . I . . . I I I , b . � I I � '1. 1. . I t I . I I � I � I � . . � \ I � I � I ­�. e 11 . I 1.11 � 'i .1 I .k. 0 � I .AT CAPROCK CROSSING I I I - � I ef)" 165� 1 1 � � . I �. 11 I I I I 11 , I III . Gt�,4LLL-','�<,t-,.,�air,tai(�A� 1� % N 11 __ _ . I . '�76">" : I I . I I I � I I RESERVED 12* 18" I - b .m IGN_ I <'�' � , I � I I � I \ I . PARKING I I .0 '_�' � � I . � . I . 11 ff I Pi ICES UN . I I . I I I I . � � ____ -0 I �' I ^,\. I \ - 11 I I I I I /// . CITY LIMIT LINE I P I - AT F �`[ - E [): 'I) /\ ',-,/I, -P, .. TOTAL AREA = 27.60 ACRES I I � . � . . . 0 1-t. '-__� I I ' 1?1 "'P/1.1-10' I I I � I � � I IQZ I I I I I I 11 I I � I ',41� ��. I . n i i e i o p.,,, I- I—_ 11 . �7­___. ILI r I \ . � . I � � 011 9. R1=\1 -1 I . y _� 3;11 � 11/� ' I "/ TOWER a: , GREENS PRAJRIE CENTER PHASE :2A - I . . I I I I I I / _:::N 19, I � . I ... � N lt� t.a. I I , I � _� I ­ � 1. I I I . I � I I � )I . � '�' � i I I V=======�j I I I . . I I I I � . / POINT - I � � I I . - I i I I I I . � . I . � , I I I I-, I I . � I I \1 1 3" t , III , _,--12'x9" REFL CTIVE FINISH METAL.SIGN . I I I I I . . . -If �' :3 1 . LOT 1, BLOCK 5 1 . I . . � ­ I I � I - � � I I \ - . :rl I I .� � I � I . '887 1w CVW - 5j6' `(, .1 I I I'll, I . � I . I STEEL REINFORCING BARS * � � � . - I , I PROJECT Ll � � . . � 1. I I . I . � I . .1 I . I � . . I : I I 1 6' I � � . , -­_ � I .1 kpl h , _ _� I I VOL 8830, PG. 64 - � 11 I . . I . I I � � � � . I _y I .1 . , � I I � � 11 I . � � I � � "I I I I . . f � ��111__ � I I . � . I Ili LOCATION I � I , . I � I . � � I ... I I I I I . I E � I 7 ! . I m� I � AUGUSTUS BABILLE SURVEY,: A-75 I I � I � I I . ____ I . � I 1 4 1 N/F I . I . I , q . e 'I .- 4 ."E I � il � 110 . I . �� I � . .'. ... d . . 4 . . ..' .. -*wt. 4 '� _* . . � ' . I I I I � I � I � I � ` ,.... ". .111-.A. %,,' '-L1A---. � ..:. - 4 . ­ . . - COLLEGE STATION, BRAZOS COUNTY, TEXAS � I I . BERNADINE LORINO YOUNG I . . :', :�� I ... - . . I I 100 .50 0 1 1 100 � I I I I . .� ... � - -t- -.� - -. ��-- __m_� . I" -. .--.'; ... - .. ... x I '�.. :% ... ... I � � I I . '' ' . . I I '..: - A' .1 . .. . � . . : . - I . . A I I .: ­ . . I . .. . � � . I 1 8.40 ACRE TRACT I 2x2 GALVANIZED STEEL TUBE COLUMN .- :. , .'A . .. _ - I � � I I . � 20' PUE . I . _/ I I I . ,� . I . : I SCALE IN FEET � � - I - � SET IN CONCRETE FOOTING. PROVIDE I I . ' �' �X� '� * '�� � SCALE: 1"=100' 1 � I �'�../�/ � 8830/64 GALVANIZED STEEL CAP WELDED TO I X- � ' � � � � /�*�*.. �.. �.' - ./ .�. .� � , � I . . -, � . I 1'�" . . /� ... / , '/ ' . � - I . I . � '/ � �-W��///;' , � - � I I � I � I I 05�_X//' . .. . Y. / , '� . I X . ." I I I I � I TOP OF TUBE. PAINT TUBE AND CAP. . Greens Prairie Road ;�"'j'�f�'_; I . I REV. JULY 2013 � . I I I !�"'e­; L I I I I I I NOT PLATTED I � . F�z / ;"�""��'-" I � I � I I I . I . I I . I � - � I . . -p- I � ''. I � I I I I . . 11 I . 1. I I I ­ I - R E \j. SE 1. Z01Z 1 � . . . � I ­ "-:,,�"".-M; . I I I I � I I 1: .-�­­ _�'- *� I'. I I I - I I I . I \_ I I -�.r��,,���l'.1�l.'�'�'��"-l�,�-,-,-"i"�'VI.� I I � � � I I � I I . I "--,? � I I I ; ; I , � � 1 6" LIME STABILIZED SUBGRADE I I I I . '. � " !,., - - � 11 . I I I . I I � I I " " " " !'�;�'.'-.��' � � � . � . I .. � I � � . I , I I I I I . - '_�� ' . OWNIER/DEVELOPER: SURVEYOR: � I : ­` " ' I � I I I � I I ��,,.-�i',--"��t.�-,,'�5,�"(,,"-'..�"*�,,,,� � � � . . � � I I � � � '� � ` � ��"' i "I' �11.1�1` � I . ­ I I I . . I . � (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) �� �.*'.�i'..�"'.��"�' � "r" ,. _' � I � I � I A- .__1w,61i'1"". - � . � I I - I I I : � I � I -.1 � �� .�. .' I . I I ____ - I I � . I . I , � � �;�' , '�"�" �"'_�t," I � I I I � . I � . � . � I ) L_ --- I � . I � I. � . . I I I � . � * I � I � N .."'.", , 4 :_ _­;'�'� ; ;'�� � � BRAZOS TEXAS LAND .. . BRAD KERR, RPLS NO. 4502 �� i I I � , I I � I I � I I I . X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN � I '_1 I � ­ I . � I . I . I 11 - ��'Iv�v KERR SURVEYING, LLC I I �"'�!1'11, I , " - . . I � 4v'j � � I I I VA �' . I . I :: I I I � 0 ", , � � DEVELOPMENT, LLC. . I I I - I Ngim . * 6" PAVEMENT - #4 REBAR @ 18" O.C.E.W. I � -, I , I I . I . . � I . I � � I � I I I q /I I I I 1. � � . I � I � � _'� ��t�"­' y"I", - � . . I 1 409 N. TEXAS AVENUE i I I I . I � I I I � _Z� I I I I . 1 3' MIN. L J 1. ALL CHARACTERS MUST BE, � 60" . � * 5" PAVEMENT - #4 REBAR @ 18" O.C.E.W. I � .;� . 3 :. �11;1­ � ;; . q�j � I . 1 1 . I / I � _j I I BRYAN, TX 77803 1 . i I I I . / * � I � I I I . 1 1 0 LINCOLN AVE. STE 10 . - I ­ I .1 11 __ � 11 I � . I I I I � I . . I � I I , I/- � N/F I 1. I MINIMUM ABOVE GRADE OR SIDEWALK. I . * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER . I � 0 � I . I � I I I I 11 I I I I . � � I . I I I I I I � � I ­ I I � DETAILS ON FIGURE ST AND PER 2012 CITY OF I I � 0 . COLLEGE STATION, TX 77840 1 1 (979) 268-3195 . � �' . I � I "__� . I . � I - . I . i � I I I � DONALD A. & MARY ANN TURNER I . I � I TIONS. I � I I . I I . � I I . I I . I I � I � I I I I I . I 1. . 4.0 ACRE TRACT � I � � I . � BRYAN/COLLEGE STATION STANDARD SPECIFICA I I I � . a I � � I � (979)307-0321 1 1 � . I � . ENGINEER:. . . i I I . . . I I I . . � . I � I I / I . I � . I � . I I . / . . . � . - I I I I � . I I , . I � I . � -1 I 1 1 ADA SIGN DETAIL ­ . I � � . TYPICAL CONCRETE P VING SECTION I � I . � . I � � � . SCHULTZ ENGINEERING,. LLC. I . . . I I � . I / > LAND USE S.F. RESIDENTIAL - MEDIUM . . � N.T.S. I . I I � � N.M I . . � � I I � � I I . I I po 0 . 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 � NOT TO SCALE I "....." \\�7 1 1 . � . I I I I I I . � I � I . I I � COLLEGE STATION, TX 77842 � I I � I I I CV I I . . I . � I I � I I I I I . . I . .. I I - � � I . . I .� (979)764-3900 � " � I . 11 � . '. I I I � I I I I I � 1. ­ I . � I . I . - _/ . I . / I I I I I � I . 1: � . ., . �. . I I � I .1 I I I � . . I I . � . � 'I 0 W�mpmm_ . I I . . I ­ I I . I I 11 I I I 1. . I � / I � z . .1 " I � 11 Is, I � � .11. I I 1. . I I I �� I .- I � I . � I I m 11 - _____ I � I I I � I . I I I I ------- - m __ 8 . . I I � I I I I � � 1. I I I � . � 11 11 . � I � � 1 I I .1 � I I � � . � � . I I I �' � I I � � � I � I - � � mommm"NOWA . � . � Curve Table - I . . . . CURVE # � LENGTH I RADIUS DELTA TANGENT CHORD i CHORD DIRECTION � - - C1 298.8 l' 400.00 1 04T48'06" 156.76' 291,9V S18 -44'04'W C2 41.73' 25.00' 095*38'03* 27.59' 37.05' S87*57'08*W C3 . 631.78' 840.00' 043*05'35" - 331.67' 616.99' N65*46'37'W C4 517.70' 710.00' 1 041-46-40- 276.96' 1 506.31' 1 N66 -26'06"W C51 76.42' 800.00' i 00628'23- - --i8.24 1 7 6.39 1 1 N45 -57-07-W - C6 - 40.51 I 794.69' . 1 002-55'16* 20.26' 1 40.50' 1 N,36 -41-19-W I I � . I � . 1+ A I 0 U. %.- SHALL BE ALLOWED ON I I . . 4800831PANEL NOS. 032SE, MAP NO. 48041CO32SE, EFFECTIVE DATE: MAY 16, 2012. 1 . I I � I . . � I � I � # FOR TYING NEW DITCHED STREET SEC11ONS ONLY. I I I � � I . I I . I � I I 11 I I � 8. ALL RAD I � AND DISTANCES, ARE MEASURED TO THE BACK OF. CURB UNLESS. OTHERWISE NOT -D. I I . I I I � CONCRETE PVMT. ONLY. * I � . � � I � I . I � . I � I I I . I I I I I � � � � SECTION A -A I � . I . ­ 9. ALL PAV MENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. � I � � I � I � � I . . I TIL�I � I I I I I I I I 10. ALL U � ITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN tRE I . 5: � I I I I I � . I I � I I A I TYPE "G" EXPANSION JOINT � AILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP .. I I I - . I � DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD � I I ­ I . Y NOT REPRESENT AS -BUILT CONDITIONS. i I I EVIDENCE. SHOWN POSITIONS MA � . � I I I I � ; I � I I I � � / . PROPERTY LINE � .1 ­ I I I � I I i - - � I . � - - I 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THEUDO. I . I I I--,' I I . 11 I � I . . � * '-� ., I I �0 � I I EXISTING I I . � I � I I I � � � 4 ',' F' .'�_'�':Fii��' I � I I � I I .� . PROPOSED 8" ------ I PUBLIC DRIVE . .;:.. �' 'T. I � I . . �' . . I , , . _.. � I � � I I I ____� I PUE (WIDTH VARIES) I I -� ,,I- �"-'-`: .� I � 1 . . . I � � .. i � 1 12. ALL . _ WATER LINE 3: . I _ '!_', I - � _ . I � � .1 . . I I ..._ .. . . TBM #2 7564/269 . �' 'i. . � I . I . . I I I 11 � I I � I I I � . z �:�:-;��;' .- . I , . � � I I . I I : I . I I I I � � I I I I � --- , �. � . I - VARIES - - . I I I . NOT USE THE CITY OF COLLEGE STAT10N LOGO ON COVERS. , � I I � I ­_ " I � � I I I � �"f�--' I I � I . I . �. I . I I � I . 1.-..�"".'�, PROPOSED 6" 1 . . I I . . I � . I � I � . I I .1 I � � I I ' ' * . 11 � . � I � I � I I I . � ­' - SEWER LINE I . I I . I . � . I � I I I T.,';';-"`�!� . I I I I I � I � � ,-EE . I I I I . I I I If _1 . I I . . I ��-�'S�Lx! I I . I I . .1. I I I � I . * MAINTAIN 2% 1 � . I . : � . RETURN CURB TO HAVE 13. A PORTIDN OF THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT I I . � . I I I (j � I I I I . I � 4 i��m � � � � � mmmmiq - �'. I I . .1 � � I � �. I � I I' � 11 I .1 I I I . A ROLL FACE DIMINISHING AREA. I I I I I . I I � I � . �, 1 60' PUBLI-- -7, z:t--k' � . I � .. I I I I - � � � I I � �11. � I I I � . � � . I � � � � � I ' .1 . I � . .. IS I -1 � I . I . "I � i* .' EXISTING C � ".f. � I I . I . I ­ I MAX CROSS SLOPE I � I I � . ACCESS I, -,:' I I 1, I I � AT RADIUS POINT. . . I . . � z-4.1, e'T ��: . I I I . I . I '3 V . I I I I I I I I � I � . I 10' PUE PUBLIC DRIVE �:' I . I � . I I MENT W� _I, i!.;%�- I � � I TYPE "D" � , � I � lizz/ , �� -" _-, . EASE1 . �: 7z�'V.-. � � I I � I . � I . � . I . I . I � . � I I . . 1 25' MIN. R. I ­ � I � THE FIR ' SUPPRESSION LINE SHALL HAVE A LOCKABLE LID .ON THE ISOLATION VALVE, THE � I . . -Ro ", I 1 7554/269 .'i"'93'..4� - . I 11U1q/zd1_--_ I �."l �" . � I . LONGITUDINAL 14. . . I I �-'-k,�'�,; EXI� ­ I � . I * LOCKAB E LID SHALL . t .- I � , - TING B* . ;,;.. �-:­_.:;�q I I . � I I I . I I I AMBULATORY RAMP � I - P CTION AS,.THE AMP OR USA,. LL562 LOCKING � LID I - *,-"- . . . ­ . ­ ,-'-I- I � I I � �� I I REMOVE CURB "� I � . - I __ ____ 0.­.� . I I I I ... -i%'.-"i I.' \ SEWER LINE ._5� .i .".� I I I I I .1 JOINT I �,�.'�OIPE = 1:12 MAX � T MINI LIM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES OR . I - � . ,;",.,, I - I .' ­ I. �11. I I I 11, I - - �';; . I . � I I I . �'� I I I I I � _. I - __� ­ ­ __ V. . . I I � ­ . .... . --- - I I I � I THRU RAMP �_ 1, I /_ ­ - - - I - I --- 7, . I 1-1 -, , __ -'.1 - _ .11 I .. ...'_ � I � � I I � I- - I � 11 I I I � - � . r .11 ­ . � I . I I . � . I I I - - __ . � . I I I _.­"­� ", � '!q . . . . . I � � I . . - \ - - - __ - __�_f - - � . � HIS DES GNEE. . I I I I I . ­ - - - - F!" ,-'-If,,; I . . I I � � _'. I I . I I . . � I � I I I -� I I I I 11 I - - ..e" I - I I I . � I I � �_�� , I - -�-zN �... __ I - 10.:­.;L�� "'I"k- V'.f!�;;�':�'�' . I � � I . I I SIDEWALK I . 11 I I "[14, 1 i I � � I I I I � I � � -1-`._ - - I Z. - - I - I - - __ !-I " ,"..�� '­'*.-Y�* - - - _"; '. "I . � I I . _____1 * . � , - - :::::: - .1 Ar 58' 24'E -, 65418' � I , VY , 1 14 '. . I � I I � I - . . MIN UIRED FIRE'FLOW FOR A COMMERCIAL BUILDING IBC TYPE IIB OF 10,600 Sr IS I ��'_ -- " ��' - = - .. �� � � .� I 11 . ­ I I I I LLLJ , I i 5. TH I . I �. ­ "' " �' - 1 2,250 G S PER MINUTE. TWO FIRE HYDRANTS ARE REQUIRED. THE EXISTING HYDRANT & 1 �11 . .p; g's .1 i�T - . - . . !"­ .1 -1. ­��­ y1-1 I ­ 1. I I I . I I I I . I ��z�"%-' "..' "� i I -� '_ .. � . � I � � I _­ � I - . . '�T - : " ,!� 11" .1. �, Z�"­--Ak-1 ��­. .1 11 ... I I � I � - - - - - - � I I r I :::: I i - , 11.111'' V1, - 4 . I I I . I . � I � � PROPOSED HYDRANT WILL BE SUFFICIENT. THE BUILLANU VVILL NUI HAVE A FIRE SPRIVAKLE-1- � � � I � � I I I -NEAT I : I I . . .";I.:-';�j . .... . .11 . � I . I � � I I .� � I I � � NEAT . � . � I I � � 11 I I I . �S_ . , � I . � ­ I I I '�'�� '� SYSTEM. , . � I . I I -�"-'�'��'.-��Z­ I . !� � "; �::�.' I t � � � I . - ��'_;7�*'�wz'�:.'.!_' ,. I I I I : 7'....' �!T , 20' WATER E , . I I . . I � ­�-' . I I . . _� � --- I LIN . I SAW CUT::� . I . I I ...z � � I . I I I I . _____� I � ­ � . I ...... 41 1 1 .. � I I . � � . . I _�:� / I . �. . � I � I __ I S-8 . , � __ _ ..' - . I . EASEMENT 10' ELECTRICAL 1. I � � : I - I I � � I I I I 1, I -"' 7'17 - I � . I I . I I . I . 1 r, � 0 N I . . I I -, �_ , - - - __ . ��� . . " __ *3989/133 & 776/145 . EASEMENT I � . I I I . . I � . . � � I I'// '��/���'/////// � '7/, 16. BUILDIN( SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLE E STATION L, IF ED . - - - - . I I �� . I I . I I � I I / / - . . � I I - - - - � 11 � 1. . . I � I I I � - _ I � I . . . � . . I . I . � I I I I � I . � I DEVELOF MENT ORDINANCE. . I I I I . I I I EXISTING 8" 11 I I I � . I . I I I . I � I ­ � . I . I I � I EXISTING STORM , I I I 1 5356/176 � . . � I I I � � --I TYPE "G" I . I I . ""'l -EXISTING CURB & GUTTER TO I I I I � I ! I SEWER LINE SEWER LINE . I EXISTING I I �' I I I I � I � � �_�_� IPMENT SHALL BE SCREENED FRO OR . PRIVATE ACCESS .1 cn FIRE HYDRANT a . I .1 I I I � � � I 1 EXPANSION I A NEATI BE REMOVED --- REPLACE STREET 1 17. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQU I I � EXISTING 12" EASEMENT (WIDTH VARIES, . I z 0 I I SURFACING AS NEEDED I ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT I WATER LINE I I I � 00 , � K� < _j I I - . I � I JOINT .SAW CUT I � . � 60' TYP.) 7589/171 1 1 (n _j _j � I . I I I I I � WITHIN i:50' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUC I . � � I I .1 I I I I I I . . I I Y Uj V) I . I . I I � I I � . I I I I SCREENI HALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAII ITAIN A I 0 m, I . I . I I � . I � - � I � > 0c)<z I � I . I I I I N47 OW 41'E TIW I . I I I - I � I � . UNIFIED APPEARANCE. 11 � . I I . � I . I I � . I N _j 4 X Gj . I I COMMERCIAL DRIVEWAY -DETAIL . I � I I � I I 11 I � � . ,� � � 1 1 C4 cn ,_ . I i � I � I I I * Uj :2 , I I I I N.T.S. . I � � I I � 11 I � I I � � I . I .0 CL I I ­ � I I I I 11 I 1 18. THE DU APSTER ENCLOSURE SHALL BE A 6' TALL WOODEN OR STONE FENC � � � : I EXISTING 8" 1 cli - .00 � I . I E PER ARCHITECIrURAL I _j . I I I I . I � I I SEWER LINE 0 Ld I I I I I DETAILS, : THE DUMPSTER AREA SHALL BE 24' x 12' NOT INCLUDING ANY BOLLARDS. IF THE I I I I I I I I . F_ 8 N . . I I . � I �' I I . � I . � . I � � I I I ig I . � � 'R ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN 1 1 . Ir- 0 < > I � . I I I - -HE UTILITY 1 I I . I W � I I I I I ,� I DUMPST_ � . I I � I I U) . I _j w I � I I I I I I - � I I I I . I a � I I � I I I I I I - m � I . . . .1 I � � I I EASEMENT, THEN THE PROPERTY OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE �: . I � BRAZOS TEXAS LAND 00 � I I . I I I � I � I � I . I I I . I I I I � I I I luj 1. I . I I I . I I I . I.. I ENCLOSIJRE. I I � 11 I I ,� I : I I DEVELOPMENT, LLC. I I R I I . . I � . . � . I � ! , I I � � . � � . I I � � I I � I I I I � I . LOT 1, BLOCK 5 1 � I . I. 30' PUE . � � (0 . � . I . I � I . I . . I I . I I I � 19 1 � , . . � 27.60 ACRES � 1 8460/1 � W) 10' ELECTRICAL I I . . I . . � . � I I I . . , ANY EX OSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO � � I I I � � I I I � � I I I I I I I � I LOOK LIKE A STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATO � I I I EASEMENT I � � � 11 I � I � I I I I I � I I � I I I I � I I I I I I FCO- 1 1 � I I I I I I . 108" � . I - � . � I � . � . . I INCLUDING THE DETENTION POND OUTLET STRUCTURE. I I ­� I � I � : . I . I I � � I I I I I I � . I . � . I I . I . `1 . \ I I � I I . � � I . . .. I � � I I - I I . I . f �� . � I . . I I � . � I 1 120; DUMPST-R GATE SHALLOPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL BE PROVIDED. I � I I I I . � . . I : I I . I I I I > I � . . 1.9" I � 6 AT EACH END I � I I � I I . . . I � I I I . -..-- - I -1-1t, i r I—— ­_ I � I 1� I - �TR­ 216 THE OW . I_ - __ I I � . � . I I � ­ ­.- 11 - .- 1-.. ,- - - -11PT -- . I I I I I � I I , S;n' 0"a"n Appercic =11111 :_ , -1 I f ­__� ­ . I I __ - --- . � � �ERSTHIP AND MAINTENA . I I I __ .. I By \ �� I I I . . I . I i I - , I =_ I . NOTES: . WILL BE HE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. � I ffi� \ , I � I I I I I I _ __1 ­ :.. I - � -1 . . � � � I I . I EASEMENT 11019/284 ___'___." Ij iT."', � I � - .1 ­­� I I I ... 2' . 0 � I � I I I . * " . - ___ ; I . I - '----- U! I ..... ___ __ I . I . I � _:_�=_ I I . I I . I � 1 3 i" � � __ i .. I i __ -1 R_ ,I=- I I 1. THE SIGN SHALL BE 12" . � I I I . �_ - - .. . - . - . I I 11 ; t ­­­ I 7,�'7 =-: I 1 , j'_"-__--._"__:� I __ - 1�AIV - � I . I � I � I I , J-1 I . ij, I � ­ - - - : � 7"��,'�,-��-.4v"T,�.,:.�.:..�:-.�., i 2 WIDE 8 , I - - - " - :­­­­'_"_. � AND BE MOUNTED IN I - - - " ­ , I I EXISTING UNDERGROUND I . I I __ ,_ ". ��'��' - _. __' - I. ­ -, - �'�r""i' J, I ::--- J' ..�Vi � , I - - u'�'�.�_, __ � 4�­ - __ I � . - _­ ';i-,' � . �_ i " __ .- ___ k THE LOCATION SHOWN. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE� OF � � \ � , I _11 - 11 " " . UNDERGROUND UTILITIES. I _' . GAS LINE I I � I I I ,_- - q! I �'�J ' til 4 - k* . I I I . f I T-1 -1., ' ! I __ I I !��-'� Y 18" IN HEIGHT 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING . ___ :- * - �9�� 1 . ."� \ \ � I ... � _. I ­ 61�. �' I � - i ��.;; --- ------ * ]i , -, ___ . �'�' � I I I I _... -,--. 1 I i " I I � � . I I . i : ___._"i_'j' ___ : 9 � MMC; i -,,r " 1 2. SIGN SHALL BE PAINTED . 6IG TESS: 1 (800) 344-8377 . � I . I 11 q k . I . - . - I '%�� ­­ .------.-.--! I I t. ­­­ I— -1 - ­ j � I - \ . . \ Q�'-\\ - ' ' - . J_ *tM___ I 11; I I- 1'� 1 4 -1 � I MOS ENERGY: (979) 774-2506 : . I I utl� -1 , 11-1 . . M - 0 w 1 �UCTION IS REQUIRED. I I . � I . . \ � 11 1 24" 1 � I , '�.!' - - H I CONSTI I \ . ,L \'-�" I _-__ I ' - il I - __ - I . . l : ) I . I 61 . � _' i 11 ­ 111[it ­'_ :_ I * _= � � I AT I - - - '__ : I __ _. . 1 -2429 1 , __ 1 . � I . . I I \< I I _ �-. '1111111: ij]fll __ - Pi p WITH SYMBOLS, LETTERS, SUDDEN LINK COMMUNICATIONS: (979) 595 � I - I- - �1 �-jil I j ii __ - � DESKMTM I AND BORDER IN RED. I . - I . . . I , I i - .. - t , `0 � - � . -4770 \ \ \ i� ..... . - : I—- 13 RE MR9:0. i I I I I . I .---- --- IT IT - I tt . I I � I I , � , N I . - I ., I . I I I I . I � I . I l'i � � ; I I I I il VERIZON: � (979) 821 � t. mtm= I � RIM= mHam W= MRIM mmm amm mm= I REM= vim= 9MM . . � ,+,. . � I I I � 0 4.1, I � I I PAWJ4G 3. SIGN SHALL . COMPLY I . I � I , � I I 1:1 . . �-36--�-1 [::�30' MIN [:::-30- MIN.- 5-­�36-�l j � , I T . ,' � � � 2. T HE RESPONSIBI C EANS NECESSARY TO MINIMIZE I I � 1 07 " mmm \ � I _� 6. �1 -r-2' , 2 � I VICE STANDARDS. I IS T LITY OF THE I I I I I I !�� 6" � I -�� 6" _ 0 I � I � SER'� , EROSIO AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE 11 I I I I � I � . .1 11 - I \ 61 \ � . . I � � . I 1 11 I I i .4 ONLY � I "I INSTALtATION OF A CONSTRUCTIOt EXIT AND SILT FENCE AS NECESSARY. : " � � - I I \ \ I I I . - -.1, I I I I � I - ., , I I I -, , � . I � , 1. I , I I 0 +'3 � I � __ I ,-- . _N - 11 I _1-111-", ___ ­ �� - _ __ __V , "- -::. __ , _ , _ ___ __�__ - , - �__ �" .�� - �' , � - - \< � - 11 I � ___ -1 - � - I I . -'' --- . I � I I " __ ''-,-.,--, I , _____: - _ , I - .� I - 1. - � - I . ___ � - _ .1 _ ­ - - I - , I ­ - - - 1 .- , � ,- _ - � ____1 ­ 11 � I I - - - , . __ I , - __1 -, " . ,I 11 _� _ � - , , , __1 - - I - 11 I - I _1 111 , _­' , , , , _ , - -, , - . � � I , � � � - i- �' �� I , .1 I "-1 I - I _­­ ­ I ­ --- I � __ � - I -, - - _� -_ -1 . ...... - I �� 11 � I I , I , , I I 1, - - � + - I . � ____'BIK - E RACK DETAIL I I I q T , - I I . . I .� __ I Ili -M ' ' I - .1 - . � . I I � � . .1 I � I . I * � - " , I ' I tNT - I I . - � I I I . 11 � 0 .'Aj ii __ I b - - ­_ I'll, . I I ­ � I 11 I I ­ ' ,- ­­-- I - " I I � I I \ , I I - - --- -- � . I I I I ­ I � E ONTRACTOR IS RESPONSIBLE FOR INSPECTING AND ' AINTAINING THE EROSION A I � �� � . . . . I I I - � � I ­ - . 3. THE C �N6­ S� I ­ I I I . � , 1, I I -1 I- "I I I I . . � � . I I I I . � I . . I " I ..' I - � -, NAS. I I 1, N('0'r J�"'­ -�:._' :1 � ' I . � � I � I 11 CONT . INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAII�FZL ' I I ' . I I . � , �'A"'T`D � -AWAY � I ROL DEVICES _� I � I .1 \ I �. � � _Z - I � . � I \ . � I I I . . I I I � I � . L.'_'_"� �_ t:Q' -5 . y , . TOW I '' . I - � I � . � I I � . GREENS I I � I . I I . I . . I 11 !.'�'­"'w'­_'�A ZONE - � I EVENI IOF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE I � . I . I � . . > . � I I I � I . ­ . I � . . I OVERLAY .DISTRICT I .11 � I I I ,� I I . . .1, � I I 11 I . RESULT OF THE CONSTRUCTION OF THIS PROJECT. : I . I � \ � I 1. . 'RAIRIE . . \d' \� ' I I I I I � . . . � ,. ,"'.""'-'­­'. .0 . I � I � I � I I . I � 11 I \ I I � � � EXISTING 8" 1 1 1 1 1 1 .1 . � ., I I � �' I I ... � � I I I I I . I I I I � � I � I I I � I SEWER LINE, I I � I . . � I I � .1 I I I � � I I I . I I I I � I . , I . I I � . 1, . I . - I I � 1 4. IHE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 1500QO I , \ � . I I � . I I I -1 � I I I . � I � . . I . � I I � I I � I . � I I . � � � I � � \\1 :� I � � � � 11 I � � � ,� � � I . . I I I � . . �. I � �� I . I REQUIREMENTS FOR CONSTRUCTION SITES. . -1 11 � I I I I I � I . , I � � I � \� �� � I � a � 24'- - 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 . I .. I I I . � - � . I I I I I � 1. . � . I . I � � � 6, � -R . � I . - 1 - I . I I I I . I . ON WILL BE ESTABLISHED ON THE DISTURBED AREAS *AFTER CONSTRUITION IS I � I I I . I � I � N . I I . I � � . I � 4 � I � . 114 --,;.� � 6' . 1 5 � . III— � I � � I . FIRE LANE SIGN DETAIL .1 : 5. ,PERMA ' EN � I , I I � . I .1 . � I . I I I I I � � - � ! I . I . I I . � I . . ' , � I \ I I . ,� . I I \ � - I I 1. I I I I . COMPLEIE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. . I , I I � I � I I I -.---__._--- � � I I ; I I . � . I I . . . . _' � . � . - � - _'___.� -, � ".';'� F."ffy, : . I . I � I I I I ! � I � . � � I . � I 4 �. I I I I . I I I � ' , I '_ . Dt, V , � . I . 11 . � I � . � I I I I I I I I I . . �. � � I I � . � I � I . I .. I I � 11 � � - 14 . I I - p- - � - I - - �0 . � I I . I I � i . I I I I I � I I ' I I I � I I . I I I . � � . . � . .' . I ��' � Si I � - � F, � j� _j : I '�� I- I I ' . "t � .... v ', z , I I I . � I � 1 U I I ' ' ' . - I � I I I � � I , - . I � I ­ , �. "4 - U �fx � . . � . � . r - � � � . I I I I I I I I I I � � � 1. I . 11 I �. I I � I � 1. I . 3"�� . . I . , I., I . ­�­� i , �. Y � - I i r� iQ � . � I I . 6. ALL N SHALL BE IN. ACCORDANCE NTH THE 2012 CITY OF BRYAN/COLLEGE STATION I I I I � I � I ­ �\ I it . . I I . . . . I \ . 61 I . , . � � . � � -1 `% I, %.. �K'_ . � , -.7 '�-,'q -�-_ N.T.S. I I I I I C( NSTRUCT10 . �. . I . . . I � I I . . . I � . . . I- I I . I I I I . I I I I � � " . 4 . ",� I I - � I . I . f I .- �'­ . "TION § � � . . I I ­ I I � I . . � \ N I I � � 11 3'R 6111"� . : . - ". R SHALL BE PAINTED RED 'NITH FOUR INCH � STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUG �HALL BE I � � . . I I I I I , � I . I . I � I I I . � . � . 1/4-R I 11� - I �'� -, " .' , -5 , - �; !` ,,,, �' ALL CURBS � I I � � . . I I I � � I - I . � � . I I . " I I . I . . . . . � � . -z. -, ei " , i �4',7 . � I ,� � I I I 1. . � \1 . . . I �. . I I t � .� �� �' I , \,//, � I . �'.. - I _ ;1�1' t_'-! '� -f a_ . � I I I I : � � � I � . . I � I _ I - I I . __ . I I I I I I � I I � . . I ') WHITE LETTERING STATING -FIRE LANE - NO PARKING - TOW . � . . . � . ! I I � I I . � . .. I � . I � . I � I . I . � I � . I I I I � . I I � . (4 1 1 1 � ! � . I � � I I I . I I � I . I I I � . I I I I I � � � - � I � � � I/ � I I . COORD NATED WITH THE CITY ENGINEER'S OFFICE. . , . 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 . � � 1. I I . � � I 1AWAY ZONE". , WORDING MAY NOT BE SPACED MORE THAN FIFTEEN , I I . . . . I I I . I . I . . I . I 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 �- I . - I FEET APART. . 11 ­ I � . � I I � I I � 11 . .. � ­ � 11, . . � � . . . � I . .1 I I 11 I � �. I .1 I I I I I I I � i . I- '<�_ _-z! I SEP Z6 2013 . . I � . I , . . . I I 11 I .. � � � . � � I I I � I I . I . 1 3 1 1 � � I I I - I I I I 11 7, THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART � FOR 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 � . -) WIDE AND . EIGHTEEN INCHES (18-) IN � I . . . I I I : I � I I � . I I . I � . I I \ I � I 1. I . 1A SIGN TWELVE INCHES (12 . TRENCH SAFETY REQUIREMENTS. I ,: � , I I I I I � I I I.. I � I . I I I � � I I I I . . . I � � I . 6 � , - " -1 _-il ', 7 ­3--�'�,;k HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH : I I I . 11 . I . � I � . � I GREENS PRAIRIE CENTER I � �� . . . "i ��' �j � ­ -1 � I I . . I I � I I � � � I . . I � " - - . ".. ­" �' � ;;� � 0 SUCH SIGNS SHALL BE -TWELVE � . � � � � I I I I I - � � � " ' . I . I I . ' ' I �' : � � I .PHASE 3 LOT 1 R, BLOCK 3 . - I I � . I I � � I . I cc�"'.�;': I, I 11 : , , ,,. .,�'L,"� ENTRANCE TO THE PROPERTY. 1 8, THE. CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. . I I � I . I I 1 .3. 3' (1 I ' I ' 1 . �' ',I ijl-� "'.'�zz'� INCHES (12') WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION I I � � \ � I I � I I I 1 0-3-1 . , : .. I . . I . � � � " I I I � � '� )II "!,_- � , -, . - �i "�"�' -,'-7) SIGN TWELVE INCHES (12-) WIDE AND SIX INCHES (6-) HIGH STATING . 1 11.946 ACRES I . \ . I I I I . � . I . I - I ! � -,." '-�'.­ � �"�';-­"-_ � I . I M'�;�"�'�Ai' �2 " I I � I I I I � . � I I I . - 1 2- , � -1 ______'______ 'row-AwAy . . I I � . � I I � . I - I I � I � I I I I � . \ . � .�jl I L _'__ ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE I I I � 9. INLET ROTECTION TO BE INSTALLED AT ALL PROPOSED AND I EXISTING INLETS ADJACENT T(� THE . I . � I � � I I I I I I -� � I I I . I � I 13ACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. PROJJT SITE. I I � I I � I I I I . � I . I . . . . I . I I i I I � I I � I . � I . 11 I \ I � I � . 1 20' WATERLINE / I I � . f , . I I I . � [_' I I I � I � . � � I . I I I � . I EASEMENT _-,d � . � THE FIRE LANE LINE SHOWN ON THE PLAN IS FOR REVIEW PURPOSES . . � ! 11 I � I \ � � � / 1 > - I . I � I I I 1 -3'j 1 1 1 � ONLY. A SIGN WILL BE PLACED AT THE ENTRANCE OF THE � 110. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.1 0 OF HE I � � I I � I I \ � I . I I k, : I I I I I I I PROPERTY. I I UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OP I . L � � 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 � I NOTE: A . LL CURBS 6" IN HEIGHT I I � I I . � HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL ,BE � I . I 1 4 . I I I � . -_..__'__j MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS AIJ1Y I � 1 41 � . � I � I 0 cp I 1 20' WATERLINE , . UNLESS NOTED OTHERWISE. 4 _� - ­_"' - '" - , PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE � . � � I . � � I EASEMENT . . � I 11 '� tl'_I�,' fll-v. . I I I � � . � � � a X I L -11 I . I .. I ��' ,I; t, " ,"I' t`- "..-­ il 11"__1 1�i i . . "Es - � )r a, I . - I I r P � �---�'�` �"V�""� `_ "' I . I VICINrry MAP I ' TIME 9,F BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. I I 00 1p \ I I . �, 3989/133 11 I I = 3/4" X 18" SMOOTH TY ETAIL �� 7 1 . " I I I � � I I I � . I I 1. I I . 'A 10 I I PICAL CURB Q �� "'q -,,;I � � I - - . � . I I � I I � � � I I I I , I o z"� f � . I I . I I . \ I 0 *0 � � � I I . � I EXPANSION DOWELS I N. T. S. I j � r;�� f.) , V t� L j " � -__' \ . I I 0 1 . � 4, I I � � I I I I � I - I I ��,,, I � , 1i T 1- . 110 � .1, , - ,1 A " I41 � I I I I I � � I � I C) ' . \ ,. I I � - I I . I I ­ ­ . ',' � . 1�1 Irl"'], %_ I � . I I . � I I I I I I . I I I I I � I I 11 I � I . I 11 ,THE SHOPS � I . . I � i I I I I I � I � I \ 11� � 11 � . . i � 1: I I � ­ . t I I . . I I . � I I I I � I � 7 . � 15' PUE . � � I I . I N I I I I 1-1 � I . � I I I I l l I I I I I . ��� l I I � I I � I I � � I . � . � I - I I I I � � � 1 1 � I I � .1 I I �: I . I SEP 2 6 2013 1 1 � I I . I o I . I � . I I I � I / I . I � . I I � � . I I � . I . . . I I I , b . � I I � '1. 1. . I t I . 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I 11 - ��'Iv�v KERR SURVEYING, LLC I I �"'�!1'11, I , " - . . I � 4v'j � � I I I VA �' . I . I :: I I I � 0 ", , � � DEVELOPMENT, LLC. . I I I - I Ngim . * 6" PAVEMENT - #4 REBAR @ 18" O.C.E.W. I � -, I , I I . I . . � I . I � � I � I I I q /I I I I 1. � � . I � I � � _'� ��t�"­' y"I", - � . . I 1 409 N. TEXAS AVENUE i I I I . I � I I I � _Z� I I I I . 1 3' MIN. L J 1. ALL CHARACTERS MUST BE, � 60" . � * 5" PAVEMENT - #4 REBAR @ 18" O.C.E.W. I � .;� . 3 :. �11;1­ � ;; . q�j � I . 1 1 . I / I � _j I I BRYAN, TX 77803 1 . i I I I . / * � I � I I I . 1 1 0 LINCOLN AVE. STE 10 . - I ­ I .1 11 __ � 11 I � . I I I I � I . . I � I I , I/- � N/F I 1. I MINIMUM ABOVE GRADE OR SIDEWALK. I . * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER . I � 0 � I . I � I I I I 11 I I I I . � � I . I I I I I I � � I ­ I I � DETAILS ON FIGURE ST AND PER 2012 CITY OF I I � 0 . COLLEGE STATION, TX 77840 1 1 (979) 268-3195 . � �' . I � I "__� . I . � I - . I . i � I I I � DONALD A. & MARY ANN TURNER I . I � I TIONS. 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I I I � '[� --A , " . ­'­� .6 . , -- � I ELECTRICAL LINE � __­� I EASEMENT ... 1 - � I . . 1 -`3 8QH 40 PYC PIPE I AE OVERHEAD ELECTRIC I � I - , I - - . - . 40' BUILDING . -- I I - - --4-4 - -- - - ­ =�� :: ( -� � � , - 10' ELECTRICAL . � . I ­ I I I . . I 7. � --,\ 3' TALL . SETBACK 8460/1 � SETBACK I � I ; � I ? . ;d' * , . - - . ' I � I I - ­­ :� . 12" : , - - -- .t' I, '. � I . � I I . I I I . . � '---� . ::�� - - - -- --: I - - - �.' I - -� .1 � - - , - - �-��---�- 7 4 * - 4.' ' '.-'*.' 4 " - - ' * ' " ' 4 .� * "" . 1 . . ' ' , _ / / ' . ' *' - , 4 ", i _* ___ / �_ _' 4 _ " / - ' - �'l ).-, . I j- �_.� ,__ __ . - , . , \'. - Z , _ _ '% , / __ . _ - '. / // . 4 �. � F_�_] - _ _ 1 14 - 5 ,�, / = '= _ _ YNG N I I I - --, . - I � I ... . \ A- --< ' - - � I I I ­ I . -� i I � � , � I . � .. � 4 131.6' i I . SCREENING I . . . 5356/176 1 rq LANDSCAPE ISLAND ANALYSIS: OELOW T, P OF 11 .", . *� .A"' EXISTING SIDEWALK � I . .' . - -.4 �' , . \ BERM I I - I I I I �, � GRAC - I F ..' . I : .. . - . I . . -, . I I � - - , �. \ . . \ . . . I . , . . . . . .1 . .4 � / � � I I I I I . � . . -­ I I I I I '-- � I I �� )E � TYP. I � I I I � , ., � I I \1 \ I a - . 4: - ' '' `4 . � .. 1. I � � I \ '[ 9 1 . . . -.-,-., I I - I I TOTAL PARKING: 74 SPACES � I I - - - � I ... .. � . I . 1 . I "� � 1 -376. , . . - i ­ I - .1. � . . � � � \ .. � I . N4a 55' 29"E 86 . . .. .. I IRRIGATION SLEEVE �'t7 "5 , _ �__ . , "" --"E "I'm . - -1 11 , *- - 7 - ';';�� I 1� I - , ; - � , - � T '� I I � ' ' I ri: - - . . . . � . I t-.- - - - , � I -1�1'11 I 1-1 r Mjl-'�S' J! -1.1:11 I - - I � � � ------- I I . f " �11 . � .-..:.-;; - -- ­''. � ". . 11"..".- r - - �-. =W-7 ------- �-'Ij ­ !�­41� 'w�t " -rL . I , - !��tmmmmm&IIII;wmomommm'7.'t. ! iTf, -1,11 � I RI HERAL PARKING: 52 SPACES . I I I I I I . . I . . . I 1 17 -I.- - - ,----= - - �� 1 1. ---71� 1 . YN i . .j 65 ---- - -w- -­­..."­- -AF- . -­ �.­-­A,E­ 'E':n�2==- 11 =- � . � . � . - - , --m �'�k7' - . - .. .. . � � mml ­ ..... 11 I I � . W �: . - -1-T -� , - -AE- I AE I P - - - � --- - - L", - --4g, El -Ac - I �t' ­ - 1 `7 11 ):: I PROPOSED BUILDING - . � I \ AE---------XAE '-�' , I \E ,A . . . .. �' lA-. j I I . 1 317 E -4 v . \­­­­ . I 1:� . � F 11 - --' , :::: INTERIOR PARKING: 22 SPACES . : I I N.T.S. I . I � � I . . &< 11 .' GAS ! 11 - bubbb-g-A-5-- -UKy - -ur -------- �- :-1 E GA 7 G . I � � I �. I . � � - ,,A's .. . - �' ' GA� . i A - 11'11=7; . 3-1-S -F�­ --,-- -= \---, ­'­ I—. - I - ---- "�C,AS -- - -- INTERIOR LANDSCAPE ISLAND REQUIRED: � I I . . .. I � . I I _ , I . �A' _ - - ­­­­ :�' 3 � I AS .hl . ­ '. S � � - S' 7 IS - ,, JA - � . I . I ----\� , . ["""� A .. . . '7a . - - � . I I I I I .. . . PROPOSED SIDEWALK I . -7 � . '7 - -\ . , . I I I I . I I a . I I � '� . I � I I \7 � .. . - . . �. -�� 'I 11 . I I -------- I --�­, '-319 =777- I ,, ---'-'--- --,------ -7-----= - - - I I . , , 4 ­. I ,� . I - - . - = E :__ -- - --�-40 - -- - - - - i ) ��"� � I . I I � - - . . . --1.1. . � � - - - 7:: 1 . . . . -r �' �Z� - I—— ,19---1 - - - - - - - " -�- I . . I . I - , - . . - , - -41 �,���­ �3 -1 � . I � � �� 19 --==Z -- �- I . I I . . I INTERIOR ISLANDS I � . I I .. . . I I . I I . I TOTAL END ISLAND I ADD17IONAL ISLAND # ISLAND AREA INTERIOR � AREA S.F. REQUIRED S.F. ISLAND AREA 2 I I . � PROVIDED S.F. 1 331 180 1 151 � 2 1 219 180 39 13 . 1 1 257 1 180 1 77 4 1 . 289 1 , . 180 , . I 109 -� "I � . I . ­ . . I I . I � I � I I I � --) I I FLOW DIRECTION I I � ! I � --I I I � I I . I I � � , � I I I I I I . I . MDUYALK-Upim I . � . . . I I I : 1. 11 I I I I � I � I : 11 (�01 FIRE HYDRANT I ! � i I STORM SEWER . :1 � 11� . I I 1. SIDEWALK TYPICA I L SECTION TO BE USED UNLESS O' . . I I I ERWISE NOTED I � N THE 11 , - . I I I . � I . I . I � I � I . I � . . � . I 0 . GATE VALVES 2 I - . PLAN MEW (SIDEWALK BETWEEN PUBLIC WAY 2 & P JBLIC WAY 3 ALONG I � . I I I MARK /-- � I I . � CIIARANIA VARIES FROM TYPICAL SECT`ION - ,SEE SF )T ELEVATIONS). SANITARY SEWER MANHOLE I I � I 0 1 � I � I 2. SIDEWALKS & SIDEWALK RAMPS SHALL BE CONSTRU . I ,'TED PER CITY OF COLLEGE I I 1 . I I I . I I 11 I I �- . d' � STATION STANDARD SIDEWALK DETAILS. I . . I - I . I I I � I I � I I . I . . � I I I C � ONSTRUCTION EXIT .1 � I � � I I . I � r I � � I 10' I I � I I 1-1 � I I . I . I I .1. . I I I ,�, 4 � 5' I : I ' I I I I . � ., .� . I : I � - .� 1 , I � � �� 11 1� � � I . � . I 111111111111111� - I IIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIII I 11111!11111111111 SILT FEN : CE 11 I � I I " � � . I � . � I I i. � . I � � . ­ .. � � I ; - " . - I -­ 11, -'�' � I I%- MIN. � � � I I 1. - I - � I I - 11 I %==cp INLET PROTEC11ON . I � I I �' � � , - . 1. � 1 2% MAX. I I � I � e I I � . � I I � . , . 4 . I ­ - I � i . . -j 11 I � � ..­­­'-�'r "� I 0-3-MmUl - VEHICLE LAY OF HOSE I i I I . I � \ )I :4.. - I ­ - .� I � � - I I I �'. ­ - . -� . . I I � � I I � . . I . . , . . . . , . . 4 i "I, , \ - �' I. -I I-- . 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I I I ..... . ;'I" 4 ' . . I . � I � I I Q� . I � I � � - ­- I \' </ � I . � � I I I . #3 BAR'; @ 12" 1 . I . I � ! �. I . I . . ' . . .�S�' A - . , . . .' � . .�- - � �� . .1 � 1. 1&; . I 11 I t 8 - 9 I PARKING SPACES \ / I ­- - I -P BIKE RACK ,*N TO BE INSTALLED I . � I . � � I STRENGTH 3000 psi . � , I I � I I � � I . I - t; .. . .1 .. � . r-1 I . I � - - ACCESSIBLE ROUTE � I I I � . � I �-� � 11 .. . ' - A . .. . - Al V � - � I � -11 - HANDICAP SPACES - . � - " , I � I . . � . O.C.E.W., OR #4 BARS I � I ­ . �. . � . \1 \ I � �. I I '-�� . . . . I ' ' 4 V: . I . . I . RE ILAAN RE N --a-M. F I .1,4i' ,­­-�­!'2.4 -1 If � . rt I " - 1. I I.'� - I! R" ALONG THE BACK � �. � . I I I . I � 1 (4" THICK MIN.) SEE : I � I � . . . � .. � - - , , -q i -� 'z-) SM - 11- CROSS I I � . � I � - 0% . 1\ , - : . � . : .� . 1 4 . . ,-4 " 11 I � . I I - I Im. -17 119 M � - -.7-'Z1 :;�E7I 0 - 2P11 1 � "/ I I I I : I . � I I I I � . I I . . . . I I I � ­ � I . . I - � I . � : I I I . . � I .1 � .. � I I I � . I � � I I . I-, .. '14 . . .� .� -.4 * � I'll �/ ", -m' - . I I - , . - I � - � � . --- - - . . . . I I I � ., 11 I I � I � I . . � I .' I � t�- � I . - . .- . I . . I . I � 8 !;�� I I I r- I I .. . .1 I I . � . I I I I I ­ . . . I I 11 I �. .1. I - I � . ­� I tk . . . . . * � r I I .11� ­1'�� "',- . � �", .4 ­iN 2 I,; 11.5' TEM060ARY I I I I I . . I � � I . I .. . .1 � �. .1 I : �'. \ I . . �4" ' '�� � VW 4-1- - I 91 I I , . I I I I I . . . . 4 . . - - -q4- .. . �'­ 10- X// w � I ".." T . 3 1. �. ... . I I . TE SIDEWA . . . . . I I . 4. I '�- .. I .... . . I -a I PARKING . , PARKING SPACES I . I I I I I I � . I I . I I � � RE LAN - .,;, * CONCRE LK . I I \ a \ . . . - I . 11 .' --,I I-, 7 / �-� TYP. I � � , I A . I I - I � :. ­ .1 � . � � � � . � D I N II0zU I 1-1- ".' ISLAND .1 - - IF a I-,--- -, f"'.0 TO BE REMOVED WHEN I 1 I I I � TYPIC L SECTION . � � . � I . . . 1. . I . \ I , - '4 . . . 1 4 A A RA . M . PS ',' � 1, D "�\ ,,- - z � . � 20' -T- � --; � . -lip ". ACCESS DRIVE IS I � I � �� . I � I I . \ . O..,. -;I . � � PARKING ISLA 11' I - 257 SF -�-- ! I . I � I I . - --�-� , ... ... � - I - - I A 0'/. . . I � � � - NOTE: � . � � I : . - - PSI - 1219 SF ----' I'll 7 � g�= , IcT.S. . � � ,I . .- . . . , �� 4 1 ./ � I � . . I I . , \ I . � I � � I I �- � -- , � , I � � I � . . � � � . . I � 61 � . . � � . I . � I.. . � � �- I " '. '.. I I � , . � I I I TRACT � I I . I - ' I 1-. � � I I � I . ALL WHEEL STOPS SHALL BE CONCRETE I . I � � I I . . � I . I ' I I',' ' -" '' " . * . . . . -- 11 � � - r � �' C5:;I=; - � � I I � � I 01 , . � I I . � . � . I '�'- . . 4 . � . . . . . . I " - - 7 1 C7=== /I 91�� I I I I . I I � 1-01 � I 1� I . I � . I I � . INSTALL *201 SF C)F';--__. �..� % ' . � . I . / 11 I I - K I- . � ", . . � I I I . � , � � -7- . I 'I I -- - � I ' - - - . 1. 6'-O' . . I P) I - ' F -- ' ­ . .� - -'--I.-- - r,- - - . . - 7-771 ' I . I , .. I N > I I I . I I I I I \ FIRE LANE . -111�1 : - 1`� ' I .\ .7r. COWNER PROVIDE I SIGN I. " '. I. , , I � . 41 ONCRETE P . AVER -. . 7' V-/ I � ,� . . I � � I ��k I / * \ . .. � I . I . . I � \ I PROPOSED .. - * *� ,- . l-," -t- . � I . .. I � � I . I I I I I � I I I I _ ""� 331 11 I I '_ , .. � . .d . a I V I . " I '. . . 1 5' SIDEWALK :7 . �.. : .. . � ... ­4�"... .. . A : . .11 I � S� I � I ... � i \ - I I . I - � � I �� I . PROPOSED 6" ISOLATION VALVE 11.6" FIRE- I 11 I \ I I I � I I , . � , I I I I , . - - - -, ' - - . . � . -4 . -- 0 . . . I SEE UTILITY NOTE 13 1 1 1 ' I I I I . I . I . I 11\ I - 1. ' I t�- I I . 11 . LINE FIRE . HYDRANT . I R : I I ""�r . 14. ; ' �� 4 ' ' - '� . : I 18'- � ' I r- -,w,-- - 23' � I I � � / � \ I . I �� I I 11 �! I � I I , . 1. � '40" B'B '4- , - ' . v .1 ..' 1* 11 ffl # l*t IV I I � -4" � I � ---Ib;-�. ASSEMBLY . � I . . � , � I � � I . � . . . : 4' V . I ' -1 - P '* I � 1 R13' - I - ­ I --- --. I- I I , I � . . . . � A-.1. 1.1m� I I 0 OPOSED REFER TO � . I - � a ; , . I ... - .- ' 1:4 � - STRUCTURAL DRAWINGS- I � . '/ I . I I � I '. , � X� . -.-..- . t; �10 I . I I . PROPOSED I � I I � � . . '�- --- -� -7- -�- vKV, 187 SF � I - L ADA SIGNAGE a �' HITI fm ADA, SIGNAGE � . � "..' . I � � � 10' PUE .1+ . --- 4 w I 11 ...... I v . ..... I LITE I FOR LIMITS OF THE I . I I ��"' I I I I � � 1� . � 11 I PROPOSED 8" x 6" R I � . I I . 1 1 1, . , �'. - .. Y' . I", - . MOUNTED ro I - I I . � > / I I � . I � � I I I t" . 4: . 4 �� - 4 . . ' . . im 7­1�1 Ilz�' 91 I 1, I PFR I POST . STRUCTURAL SLAB ­ . ... �-' m I I � . I . I I I I - - , I I - - ' 4 . I . . � - I I .. . . . .. 4 .4. . . I I , . I PUBLIC I PLAN VIEW � . � , - I � I � .1 I I . . � . *4 ' . , t ---1 TYP. T I I . I � . I ' I w\ I / . I 1 1.5" WATER . I I ­ ­ I I 11 . #3 BARS-- I I I 1 4 1 1 1 ' �� I L, . I I . q t � UTILITY . I � I . � -�- �11 . � .. . . I -"' I � d 20 1 , . I . I I I . , ,a. . , , . .d., '� , I I., . .. ', .4' , " < . ­... I I I . I '*' I � I I I I I . � . � � I . 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"-/'.� i; - , ,K/' " I - - , - -�� I 'I�- / I . � � I .. � I I . I . . 11, � I .1 � . I I I � . I .. I . �1/ - -, . , " . : . V .. 4 1 FIRE LANE SIGN % . V,P---* � " I I I I I �' .: �. - ,:. ..*,.: - ..: - " I I I I I I I I , I I , I I I : \ I . . 1�1 \ . -1 I � � I I . - - . ,- . . � . ,. - . . - , . . . . , . . I � I . -1 .:. .. . . :' - - - ' ­ ' " � � . . . . .4 1 1 1 -r' I I . . � .. - L G DRIVEWAY .9 . . #. . . - I � I I . � - i EXISTING DRIVEWAY 4 � ­­ I I I . .. . .� (f) I I I 00011 I � � I � 11 ' ' *1 ' r I . � I . I �� I I ' . � I I I I I I I I .... I I . . - ­-" . I I I I . � i I. -.:,-, ` " , I . � ! . .. ,;.14 '_ 4- - ;`1 - 1 - . 11 � \ � �- I I , ... ' ' : 1-11, � ' . . 11.0 I � I I . 11 I I . � I -� I - \ � I v I � � 11 I 1. I � I � .-, I �-.. 1_1:-.."� .**� . 1, , I �. -'. I . � I Ln I I I . -� - .. � . '1% ' . T11150 I I I � I I 11 I I I I � . I . 11 I I � � . I , :. ...- - . , . I I ­ I I I I I � I : . I i � - I � . I .. -: - -,- . I .1. - . . . . � i I I I I � . 1. I I I . � .. : ,,. - -` - I ' ' ' ' � I , - -- - I -4 I I - -% I LIMITS OF I I 7� .--.-..t--�.. '--..';'.-- I . -m I I I . . I I . .. .1. : ­ ­ .. , z , �- . . ' i I �' �' I U 143 . � I � . * ' ' -.-.* - ' � I ) i I 0 . . . . �� �u Ew - T �'. - .. . .. . . : J \ d c . I . - I � I " , I I > I I , "'; I P -::: rm', . " 4 . - - , I [ � . 4 . . I - - �;­ - I � I I I . � I .. . , . I I .. - - - - - - � I ­ -.-.- � .1 . ­� ­ . ... I I , , - . . 11" r ­ft I � I . I � � . �' . - �� - / I I I I . . I . . � � - - � CONSTRUCTION I m I . . � .' I ......................... lot I I � I ' 4 .. . - . I . I . � A!f. , ... . .. V) - -\" - - - - I . � I I I . .. . :. . , . . � . - I .' . h -- ---I\ --- I I � � � .. . . - A 44 . . --PROPOSE � � � � I I I � . .--- r�-10' PUE - .':' *- ' :. � � .. . - .1 Hd ' : I . I . � . I . I I ..�­ �v.' ­ I I . � . . . . 001%/A= � � I I � 20' WATERLINE I � .�­ I 11 I � I . I 1, I --I I I � I I . I I � � , � I I I I I ::1 . - 4 ,� . I . �­ . I I - - � I . . . I I . I � . I � ' . � I STORM SEWER . :1 � . I // 2 I . 1 . .. '. .-�. - * ". . g . // I I 'V MARK /-- . � I . I I ,i . . . I I � I . I I I . . � . . ' : :. I t .' . . 4 :1 4 . * -, 4 . , v ' . - N �- . d' - I � I . I . I I I , I . I I I I . � I 10' 1 4 . ; . . . . .. 4- . '.' .1 .. .1 .. � . . I- I . I I I I � � � I I \ . PUE I . � . , . 4 . . � � 1 'j, ' I' - � i I I 1 � I . 7564/269 : .. I '� - , , . . , . Ld . --" . . ' ��-. I . - - 11 I � . � I I I I . .� ­ . . q ' . -- .: T. 1 1 � I � � . . . I I I I � I I . \ I I I � 1 *'--�' - I � . . . .� 4. 4 : * . I .�' I ' ' ' I 4d .. - ' ' . v , .. �' . . , . �- V) V) - 11 EWER SERVICE - � . \� I I I I . I I - I 1 11 I � I . . \ I � . .. . . ' * " .;, ,- . - . � . .4 I' - 2 . � . . 61' . v . .. I I 1, , , I L i I I 1. � . I I 11 � ,� � I , I I I � . . I 11 � I I � I I '4 - . � ' . , - . �d . . . . - .� . . ­ . . . . - . 11 I \ . .� . I � L . � � I . . � . I 1. I � \ � I I . I I ­ , , , , � 4 ' . ." - - "I - ' . * � I . . ' * . -' '4�- '. . I I . - 4 - Y.. �- W I � - , � . I I I \ I . I I I I . I \ . . ­ I �4 . . � -. � - . -V .'. - -.1 � I * . ' . . � . . . � � � � � . I � I . I � I I � I I I I I � I . 4'.' , - � - ' . ' . . . �� I . . PRIVATE ACCESS I I . I I I ' I � � . I � I � \ ... .'. V' ..� �: . . ,. , . .. � . . . 4- � ' . . I � cc, I . � , I . I � � I I � . I . 11 11 ` -��- �-� - � . v.j. F- .' " U) I (WIDTH VARIES, I I I I I I . . . I . I I . \ � �� I - * --�--' � � .. . A �' - I . . .. ) ­ -- -­ 60. TYP.) . . I . � . . I � . I I I . � I ­- - - I . . �r - 11 / . . I �' . 7589/171, I 11 I I . , I I I I I I I ' * � I * .4.. . . - , - .� :- � \ . I I � . . I I � \1 1 � � I I I I I : . ir . 4 � . ­ ­ - 'd I . . "v - . " �. I I . . . F- I I I . I \ � � � I ' I \ I . . .;,.'... 1. � . - . .*- ,� ,-- - 4 . . - / �-' 3 .;, - . I V) I I � --- . I � I � I I \ . I � I � I PROPOSED \ I I I I T � 1-1 / :1 - -T/ 10 4: , " .. . I.. . I I � 11 1. I I I � . 1 8" WATERLINE '�� / - .. '.m.. .. .. -­­' ­-'. / - z . I � " I I - . pill 3989/133 & 776/145 1 .. " .''. . . ' . I ' ' , : : - " .' . . I - I > nLffY DEMAND . I I � I I , . [A---, . -­..�-­.�­­" - � 0 1 1 . I . - I I . I � I - .. . ­...� .-."I � ­ . I � I I ' I I I I �'.;' ' '%. �. ... ... I I I I ­ . . I � �ATER DEMAND PER BUILDING � I I I . I I ­ - I \ . '. �. . �.. .11 I I I I I I . . . � � . I 00 ­- I I , I �� I 1:.... �'..-..i�';: I. -,:, I I I—_ I 11 . .. -7; ­7� --� "I I I I . � 10' ELECTRICAL I I INIMUM 0 GPM I M � I . : -,-. I -- I . - - . ­­`- - �' I I I . � . � . . '. � , � v'� -. . � I �. . - � 10 .,:,. , . . 4 , . . I � I I � . I PUE I - .. . I . , ERAGE 25 GPM , I I � I I "', 4 1 . . I �: -. 4 :.: .'. ,. --. . '. ,.- *.' "*' N -F5 V", I :." I I �. � --. 1 25' MAX BUILDING HEIGHT � 5356/176 - '-� I I I I I . I � I � � I . I "i . � 1 7564/269 -':...... -.';'�-.- .,": .... * : b X&P-" 16f !, U- ' i" - I .n . I., � I I . 1- . � � � AXIMUM (PEAK) I I I ,� I I I � � I I �' ' I . .­ , . " . . - � � - 1 � 11, -� � :� � I . I � " DOMESTIC WATER METER FOR � I I I � 11 � I ., . I I I '-..;.-:�- . -. �..... - .; IF .�F - ', ,. �j­l �""'­ , '.'� ,­ I FF = 317.00' . � I I . I I 11 � .- / ` �i I I . I I � \ . - - --:':-;.1f'..'.'. ''. - ��"!-j . ­ I I � � -, I . .... � -!.I.. I : - . . . I I I I -1 � . I " '.. ... -- I . I I � � . � 1:1 , � � I I I I I . . - - .'. 1-1 � . 1. � 11 10,484 SF � ', I . I � - -- I . � I . �"" I ! � . i I I I � . I I � I � I I I ­ I I � 11 � . ' I I . � � I - -17, :. ':': I . � ilml 1 141 1 ' .....�­'­''. i -)'R­'Z�011 . � I I 1. .. . . I . � I � I � . - 11-111. '......- * P " ; . � I � � I � � � I c I . I , I I I I I .:, -1:.. I - - � � . I . I � I . . I I I � .11 .­ � . I � . I I I . I I . . I � \ I I:-*'-.'- �.. - 1". - . E 11 , I .1 I I I � I . -1 � I - ­ -1 . �. � � . .. - . " 0 I I � � � I I I � .---- ­ �� I > '.. . ". '..e.!.:. ..: �;.- T. � . . I I I � I I � I . 111. . I . . " � � I . I I . I I . I . I . I --- \- !...' ,. , . . . . . Ir � I I I I I I . I � . I __j I �?'. ..' ��.;: - ". . - - 11 � I I � I - I . I I I I I : 1 ."4�'­ 17-". ` "' �.7' �'�',-' - ' I . . I � I - I I I � � . 1. � I . 00 I i". .: , i i'.. " �.�. " - 1' � c4-.-' M � I � � � I 11 1� .... I ' 14.11", - 'I.:,. I I S I � � I I � � � -,,� I � r" . I , .:r- I. : �. - ....."...: ... : � i �b�, - - ANITARY SEWER DEMAND : , 11 4 w � � . 10' ELECTRIC ,L 1 �7, 1 : . ... -! , '. ' - COLLi­ � '::'�-' � ,- I . I T AVERAGE 22.5 GPM . � 1�1 - I I I � I I . �". .;.-f - ." 1 ': " . ' ,' ,�-- I . � I � � I I I . I I � I .. I � I I . .' - �M ----I I � . � '­ -: .' . . �- . W". '. "..' -' -v- i 773/522 1 A 90 GPM I 11 � I , I � 1 I ' % ''* . � : �:' .; , - L - ---,--- I 1. I � � 11 � I M XIMUM (PEAK) \� - __F-�NGH'; I I � I ,. I \ I ...'. .:, I I � . . I I'll, 1.:.....q..'.�.'-;."'�...'­ ... I I I : '. , . � I - I I PROPOSED 15' PUE .... � I .' . I � . I I . - ' " " ' .. � " I . 20* WATERLINE I I I � . ) 6' SANITARY SEWER LINE . I � I I 1 - 1 1 1 � I I ... .; - . I �t < 0 1.04% MIN. SLOPE I I I - ' ; .. .' . � � . � � I � � ! , . � I . I , . I I I � � � � \1 . - ­- - .- .. - - I � I I � EASEMENT -T 0 1 1 , . i I I > � - " -4: -..'f�-..'.­:.7 ... . � I � . � FIXTURE UNITS = 217 rT1 M ' " . .' . I A . 1 :3989/133 & 776/141 > I � . -- .­ , - -:1.1... 1. I .. � I � . I I . ­ I I I '- � . I - �­: 1. 'I I � � � I � (A ' I I '!'�� . ­.­, - �. I I I � . - . I - . - .-:'..--1 ,-:.. I � -1 I � 1, I I : I I FIXTURE UNITS ALLOWED = 700 1 1 : I m I ' \ I I I � . '/ -.:!. - " " '-j -1 I . - I �� RI nPF 0V I ME I I .: .� ..�-" I � I . I : -- -- I � -- --- I � � I I - - I I � I I ­ ��� � � ­� ­­ I � -;,. ­. I I I � I THE SEAL APPEARING ON THIS I f tg'o -I" -, �" � I ` . I I "ro' ,-vw. �* .' ­­ I 11 --1 I � I I .� OF 7 I , ... � I . I I ,f I : , ..­ I a , � 11 I , DOCUMENT WAS AUTHORIZED BY � ,if S ......-I.-N-1a '* I DEVEN L. DOYEN, P.E., 14% � . c Z I � I i* ..-'* � %*'4 I�.' .' J.:-'.. I �.. '* n LL I 0 .4, : *I"**, I -,..,-,,,,,.�,,h'U,,It-ErigineeI g1-1 0 1 LICENSE NO. 1 , *: *. "I �".,. I I % t.% 11 ,�� --- 11 11 ­.: 1 2730 Longmire, Suite A . SEPTEMBER 16, 2013 % ... : ................ O.Y.E.-N.- N .- I �� ,� I DEVEN L. D - -. ­, 1. �­' I � % '�. . � I � . % ............................. % I .­ I - I � ­ . , I I . I.. � ­.. - ­' .. ­. College Station, Texas 77845 � � � . ISSUED FOR CONSTRUCTION ...I.. '979,764.3900 1 TBPE NO. 12327 1 % I . 1 � . . I I I I 'a 4.'� �ts! . . . ...� '1s1---- . . I .. � . I I e- , I , I , DESIGNED . DRAWN , I APPROVED JOB NO. I I DATE -3 W , 0 "00 0 11 I . -----�� f ', I .. A 00 . If, 'f - . I KERR DLQ � . QLD I � J.Ps 11 13-2-419 REV. AUGUST 2013 . 0,4 &I k . . - . � � � - - � If I I . I ­ I I . . I I � � .1 11 I I SCHULTZ ENGINEERING, LLC --- - . . � I . I I � -- I 1, 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 I I � I � I I � 3 I 1 -- 1 . CITY COMMENT REVISIONS I // 2 . ADDENDUM 2 REVISIONS �. � // 1 � . ADDENDUM 1 REVISIONS I I � � MARK - I REVISION � I BY � � 11 � I DATE -- -- I � -- --- I � � I I - - I I � I I ­ ��� � � ­� ­­ I � -;,. ­. I I I � I THE SEAL APPEARING ON THIS I f tg'o -I" -, �" � I ` . I I "ro' ,-vw. �* .' ­­ I 11 --1 I � I I .� OF 7 I , ... � I . I I ,f I : , ..­ I a , � 11 I , DOCUMENT WAS AUTHORIZED BY � ,if S ......-I.-N-1a '* I DEVEN L. DOYEN, P.E., 14% � . c Z I � I i* ..-'* � %*'4 I�.' .' J.:-'.. I �.. '* n LL I 0 .4, : *I"**, I -,..,-,,,,,.�,,h'U,,It-ErigineeI g1-1 0 1 LICENSE NO. 1 , *: *. "I �".,. I I % t.% 11 ,�� --- 11 11 ­.: 1 2730 Longmire, Suite A . SEPTEMBER 16, 2013 % ... : ................ O.Y.E.-N.- N .- I �� ,� I DEVEN L. D - -. ­, 1. �­' I � % '�. . � I � . % ............................. % I .­ I - I � ­ . , I I . I.. � ­.. - ­' .. ­. College Station, Texas 77845 � � � . ISSUED FOR CONSTRUCTION ...I.. '979,764.3900 1 TBPE NO. 12327 1 % I . 1 � . . I I I I 'a 4.'� �ts! . . . ...� '1s1---- . . I .. � . I I e- , I , I , DESIGNED . DRAWN , I APPROVED JOB NO. I I DATE -3 W , 0 "00 0 11 I . -----�� f ', I .. A 00 . If, 'f - . I KERR DLQ � . QLD I � J.Ps 11 13-2-419 REV. AUGUST 2013 . 0,4 &I k . . - . � � � - - � If I I . I ­ I I . . I I � � .1 11 I I SCHULTZ ENGINEERING, LLC SITE SEECEFiG iNQTES: PROJECT BENPH MARK• _ t H PROPERTY !S STATE AY IAM . FI H P WA 1. T hE OWNER' OF T E PR R BRAZOS TEXAS LAND DEVELOPMENT, LLC. THE SUBJECT t�y�••' T8M 1 N 101884433.09 _ - » OPERTY IS LOT 1, BLOCK 5 GREEN PRAIRIE CENTER PHASE 2A. PROPERTY IS ZONED C-1 D / E 3577108 as EXISTING CURB &GUTTER " TYPE D EXPANSION JOiNT P� VARIABLE WIDTHRO.W. ELEV : 305.03 COTTON SPINDLE KEEP 6 RISE TO � ( } TO BE REMOVED ELEV = T/C El EVE. + 3" .."-----•-�._,•_.�, PROPERTY LINE TBM �1 IBM 2 N 10iB$122.96 s 1BM 2. TI:E TOTAL DISTURBED AREA FOR THIS PROJECT IS 2.18 ACRES /95121 SF). E 3577289.94 \ .. '� MATCH FL OF ,�• ... - E LEV : 298.49 COTTON SPINDLE ..r;,s f: EXESTING ATMOS ( } EXISTING GUTTER t .,,.. s. 3 r IN GE N ORMATION AND D --�' AE :z• ,iT �Y ENERGY GAS LINE TBM 3 N 10188895.62 _ 3. DrA A F A STALLS WILL BE PROVIDED ON THE STORM SEWER SHEETS & E 3577520.09 D.AiNAGE SPORT. EXISTING PVMT. N4Ci' 29 E 37�.�f ELEV : 318.13 (BACK OF CURB) - ,4• IANDSCAPI G AND IRRIGATION DESIGN & ANALYSIS 7 •..'-' .�._ •+E-• -�' " YSI WILL BE PROVIDED ON THE LANDSCAPE & 6 IRRIGATION PLANS. 60PUBLIc • :: s . r5 I , ACCESS / 10 ELECTRICAL:✓ , r .. EASEMENT "•.%rte r t PU£ EASEMENT " DR W 5. THE IRRIG TION SYSTEM MUST 8E APPROVED AND INSTALLED PRIOR TO 3 RISE LVE AY AKRON SHALL BE G.O. - ,�.,.., e4so/t EXISTING BASE „ •q 5356/176 11019/281 . •i'.-:: hr---+-�-M- _ J 3s� 4 .vv v MIN. 6 28 -DAY CONCRETE I ....,.. s SHEETC2 TRAFFIC L,. ,.•.• -- _ 6. TRA Fl I PACT ANALYSIS 1S NOT REQUIRED. FO DETAILS STRENGTH - 4000 P51) W/ 4 . 1 10 PUE PRIVATE A ESS 7574/76 �•'e ut BARS ® 18 O.C.E. W. ASPHALT 7. THE SL1BJ CT TRACT DOES NOT LIE WITHIN THE i n ; • .,r,,.a _ DEFORMED TIE BAR 00 YEAR FLOODPLAIN ACCORDING TO FEMA FLObD EASEMENT (WIDTH Y I • ,r�;, �.:: • APRONS W/0 CURB &GUTTER NSURANC RATE"AMC FOMin) txrmm 00000 " LOT 1 BLOCK i . , 6 58 0 TVP. 7 171 r PHASE 1 ) LOT 1, BLOCK 2 � I,: �:, ,- r Stan :r we ru►r xmtr rr-star I utAxr 1 7574 6 PHASE LAT / HAE1 P GREENS .PRAIRIE CENTER 7574/76 � 5:+ ' I-- to DELTA _ I ¢ CHORD DIRECTION H RD C1 298,81' - ZONED C 1 GREENS PRAIRIE CENTER LATER a 56291.91' 1 .76 S18'44b4"W . ZONED C-1 t H � M • 09538'03" 27.59'. EXISTING UNDERGROUND GAS. UNE � ti �q � � C3 S PROP SED FM 043'05'35" 331.67' 616.99' N6546'37`W C4 4 c` •,- _3.:.-, •, i - 2 I LIMITS OF DIS RBANCE X 18 O.C. SHALL BE ALLOWED ON OPEN i M R ZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY LA0, 80083 ANEL NOS. 4 Q32SE .MAP LA0 48041CO3 S 2 E EFFECTIVE DATE: ATE: MAY 6 1 2012. # FOR TYING NEW DiTCHED STREET SECTIONS ONLY. ' CONCRETE TO EXISTING CONCRETE PVMT. ONLY. 8. ALL RADII, 'AND DISTANCES. ARE MEASURED. TO. THE BACK OF CURB. UNLESS. OTHERWISE. NOTED SECTION A -A 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. Y UN R 10. ALL UTILITY ES (WATER, GAS, SANITARY SEWER, VERIZC)N, STORM SEWER, ETC.) SHOWN ARE A TYPE. "G" EXPANSION JOINT ' TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION U UTILITY MAP OC MENTS OBTAINED B D Y FROM CITY &INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD NCE. SHOWN EViD E H WN POs !TIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. PROPERTY L - INE Exl1N S1 - .�-.,,,,••, 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE LIDO. ' •..•./ � PUE (WIDTH VARIES) '•'�•�r:; PROPOSED B" I � � PUBLIC iV£ 4.40• - - - - - - - TSM 2 7564 269 �r ..;..7 WATER UNE t•„...;. PROPOSED 6 12. ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHAi_L fr J T S E ! VARIES N(} USE TH CITY OF COLLEGE STATION LOGO ON COVERS.... SEWER UNE •• G .. _ rem r. s�nnr ssur r smema * MAINTAIN % RETU N 2 RN CURB. TO HAVE : 13. A PORTIO OF THIS SITE IS LOCATED WITHIN THE SP RING CREEK SANITARY. SEWER IMPACT FEE S ..ti•. 80 PUBLIC r.<.;� : _ , ptlsnNG s. MAX CROSS SLOPE A ROL F ]� �.�. , ACCESS _, _ i - ,t L ACE DIMINISHING AREA. -`� i 0' :• t •.: c PUBLIC DRIVE r _.t.. f 3 1 PUE :.'A ...a,ra.. ;: _a. EA n " R .,•_ , T r. „ r- AT RADIUS POINT. 0 r. 7 4 269. t•. ,• •••t. S / • •-- »' TYPE D t7 O 11019 1 $. 2a MIN. R. E FIRE SUPPRESSION UNE SHALL H A .., < .. •r.. .. ,.. ZLONGITUDINAL L 14. THE A AVE LOCKABLE UD ON THE ISOLATION VALUE, THE REMOVE CURB AMBULATORY RAMP LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE r-.,.c.-..,,;�;.,...: •�.,:.,, _ .., t , .. ..:...,,r JOINT AMP OR USA.. LL562 LOCKING LID ^.♦ n .•, , . _,raj.- ✓""' _ �` :• ': __ .....:•� 5 -SPE - 1 _ .12 MAX ...�r .a• ..� . ,t�E-� .,,.�. ,,,, , ..•.,.. � .... THRU RAMP AT MINIMUM.AN ALTERNATE LOCKABLE LID SHALL BE APPROVED B COLLEGE .--- Y G LGE STATION UTILITIES OR 4:• f 4"i1! �iV Vlf�l' <t. �Q• E .� �•. S DE5 u ..r" :•sr :• , S E LK 1 tr't.; •t_ 5?ilt�.r, .a.,A++,,t, .. ST ;.... ✓ . , . .-r.•.•,� .. F_t•a. /'� mow.- '� ' • , .. t,- :.•1 Y3: .,. i t}• ;'k .r..l- ?(, .1.,. ..r ., .. v, .. :' .. t 8 •.. • �: • ,. .:� �, ,:, : ._ ,, �'. • • .,.:. S .�.... ,• t: •. h ..�••sa - 15. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDIN !B - ..,, „ ...},. _. ..�� ..: , s .r ..,•t . , .... , •� „ .�. ?�.- ..: . , •sr _-- G C TYPE IIB OF 10,600 SF ; IS - .... _.4,,.,. .,. .,.:. ✓.-•-" � ._._-2�''�. ---•-- 8 ♦ ••, 4�. , ... 5,.r • _. r S .rntti1.t.,,.. i..:S•n.>�,. .- L�. •,:-: ~. t.'..,'.J,,t..• ....:1-y.s..s:•.a.1.ra.<c.t•,�h;.!:•jr: 4,.... • •_7 �..R'ti f . Hi, -!t, .. S. %Y.?.,.a•-.a..ir.,.._Sr.;.Ht.. y.• ... ..i: . 'L'. .: {..,.M.. ' •.. ..i• r.•...,..,1:•., Y:♦ . :a....•._.• .. - . .. ,. NEANEAT PROPOSED' ,. HYDRANT WILL BE SUFFICIENTTHE BUILDING WILL NOT HAVE A FIRE SPRINKLER20 WATELINE 2,250 GALLONS PER MINUTE. TWO. FIRE HYDRANTS ARE REQUIRED.THE EXISTING HYDRANT & 1 nl Io EASEMENT ,ELECTRICAL SAW GUT SAW CUT 3989/133 & 776/EASEMENT J LDING SE CK LINES S a 531�s/17s 16. Bli „TBA N HALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED EXISTING EXISTING STORM =VELOPMENT 0 SEWER LINE ORDINANCE. WERD� , I " n SEWER LINE I EXISTING I - I TYPE G E Sil PRIVATE ACCESS tD FIRE HYDRANT � XI NG CURB &GUTTER TO I [s 1 EXPANSION A OUSTING 42 EASEMENT (WIDTH V ES EXPAN BE N ( 'm ARi I : z : REMOVED REPLACE STREET 17. AI.L ROOF ,AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE I' ou .. U NEAT GREENED FROM VIEW OR WATER LINE fi0 TYP. 7589/171 r7 / JOINT SURFACING AS. NEEDED. ISOLATED. 0 AS NOT TO BE VISIBLE FROM ANY PUBLIC I to SAW CUT I M BLIC OR RESIDENTIAL. DIS 1CT I �w THIN 15 OF THE SUBJECT LOT MEASURED OW t/> WI . E FROM A POINT 5 FEET ABOVE GRADE. SUCH 09 4i E I c� � �- ta42" a O c� z SGREENIN SHALL BE COORDINATED NTH THE BUILDING ARCHITECTURE AND SCA . ' x LE TO MAINTAIN A I C4 J W •Q COMMERCIAL.DRIVEWAY D DETAIL F mUNIFIED AlPEARANCE, EXISTING a N.T.S. n LC . Ut O SEWER UNE J U P TER R SNCL OSURE SHAM 6 TALL 00 A ALL w DE d STONE oa o 18. Tl -I N R T NE FENCE PER ! N E ARCH TECTU L • o D r- D�"AiLS. E UMPSTER AREA .SHALL BE 24 x 12 NOT INCLUDING Y ' BO rn ) ¢,,, AN LLARDS.IF -THE a 1 - I ` BRAZOS TEXAS LAND m� m Dl MPSTER,ENCLOSU.RE MUST BE. REMOVED FOR .0 TIU TY CONRUCTION WITHIN. THE. UT iLTiT Y EASEMENT, THEN THE OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THEDEVELOPMENT LLC. lui CLOSUR , LOT 1 BLOCK 5 EN E , + 30 PUE � I 1 LO 7.6 ` 2 0 ACRES a t Oso / 1 0 ELECTRICAL ` 1 ELE l - Y EXPOSED CONCRETE 0 6 . 19. AN OVER IN HEIGHT WILL BE SCREENED EASEMENT E FROM VIEW OR TREATED TO ti I fi • OK UK STONE BRICK Q LCT A R OTHER ALTERNATIVES TIVES A5 APPROVED BY 773.522 THE ADMINISTRATOR CPJ / , Toa INCLUDING THE DETENTION POND OUTLET STRUCTURE. 6' AT EACH END 20. DUMPSTER GATE SHALL OPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL BE PROVIDED 21. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMEhIT NOTES: WILL BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. 12" GEN RAL NOTES, 1. THE SIGN SHALL BE 12" 4 WIDE BY 18" IN HEIGHT , THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING } 1811. 24 AND 3E MOUNTED IN UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS !N A 1 _?Lpu Q m THE LOCATION SHOWN. DVANCE OF " ' CONSTRUCTION IS REQUIRED. 2. SIGN SHAD BE PAINTEDDIG TESS: (800) 344-8377 ON _.WHITE ,BACKGROUND ATtv�OS ENERGY- (979) 774-2506 WITH SYMBOLS, _LETTERS, 1 ' DIAi® SUDDEN LINK COMMUNICATIONS: (979) 595-2429 AND c, �";DER IN :RED.T111 -MIT , VERIZON: (979) 821-•4770 15"�``� 36'► ( FARM 3. SIGN SHALL COMPLY ( , �-30* -r-16MtN, MIN. 35" 2. IT t5 THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MIN MIZE WITH THE CoCs FIRE v t �Y SERVICE STANDARD✓. EROSION D PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS NC l � INCLUDES THE - - _ INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. - BIKE RACK DETAIL E N.xs Y 3. THECONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL EViCES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL _ GREENS: PRAIRIE TOW -AWAY " S OVERLAY DISTRICT ZONE EVENT OF 1/2 OR. MORE.THE CONTRACTOR SHALL REMOVE. ALL MUD DEPOSITED ON THE BOUNDARY, EXISTING a» ' � ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS .PROJECT... . SEWER LINE 4 THE CONTRACTOR .. REQUIRED IRED TO MAINTAIN N THE TPDES GENERAL PERMIT NO. TXR 150000 24 REQUIREMENTS FOR CONSTRUCTION i ON SCES. 1 4 � _ 15 s FIRE LANE SIGN DETAIL E 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS \8 N.T.S. COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 3 A ETRE 1ANF MARKINGS 1 5" 6. H CONSTRUCTION SHALL BE IN ACCORDANCE W! E 2012 CITY OFBRYAN/COLLEGE S TION \ % 3 R A � WITH THE TA `i ;/4"R ALL CURBS D CUB ENDS SHALL BE PAINTED RED WITH FO C D D R AN R " FOUR INCH STAN ARD..,.. SPECIFICATIONS .AND STALLS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHAtt_ BE 1 G STATiN FIRE LANE - 0 , (4) WHITE LEMIN G N PARKING TOW COORDINATED WITH THE CITY ENGINEERS OFFICE. 1, i AWAY ZONE. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN 1 . ' F'EEF APART. _ 3 7. - INE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR I GREENS PRAIRIE CENTER A SIGN TWELVE INCHES 12 WIDE AND EIGHTEEN INCHES 18 IN s ( i H ( `} TRENCH SAFETY REQUIREMENTS. PHASE 3 LOT 1R BLOCK 3 HEIGHT E TO BE MOUNTED INA CONSPICUOUS LOCATION T AT EACH - . ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWELV£ 11.946 ACRES - " 3 • •3E CON CTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. . 3 3 INCHES (t2'� WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION $. TI SIGN TWELVE INCHES (12') WTD£ AND SIX INCHES (6') HIGH STATING � "TOW -AWAY ZONE. SUCH SIGNS SHALL BE PAfNiED ON A WHITE 9, INLET PROTECTION TO BE INSTALLER AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE 20' WATERLINE BACKGROUND Wiii•i SYMBOLS, LETTER AND BORDER IN RED. EASEMENT r PROJECT SITE. 3999/133 & 776/145 THE FiRE LANE UNE SHOWN ON THE PLAN IS FOR REVIEW PURPOSES ONLY A SIGN VALL BE PLACED AT THE ENTRANCE OF THE10. EXTERIOR BUILDING AND SITE LIGHTING. WILL MEET THE STANDARDS OF SECTION 7.10 OF THE - 3 PROPERTY. l UNIFIED DEEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQ. E • " HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WiLL BE L = NOTE. ALL .CURBS 6 IN HEIGHT - p #4 BARS m GZ 2a WATERLINE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY r` G4 UNLESS NOTED OTHERWISE. ,.� _ ` EASEMENT PROPERTY...... LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT Tf1E VICINITY nn© 3989 133 = 3 4" X 18" SMOOTH `V AP % / / TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY., o TYPICAL CURB DETAIL EXPANSION DOWELS.. G> • N.T.S. cr i V 15' PUE THE 8HOPS 8630 64 f / 1 C, AT CAPROCK CROSSING - RESERVED S 4 12 x18 REFLECTNE FINISH METAL SIGN '}J, S J• i PARKING C► G CITY LIMIT UNE s ✓9 Q �` _ O " 1 6 TOTAL AREA - 27.60 ACRES j L .�c ` s ti TOWER GREENS PRAIRIE CENTER PLASS 2A 1 c� �5• .�- i0 F ..o _ 3' 12'x9" REFLECTIVE FINISH METAL SIGN �ly POINT , ° � LOT 1 BLOCK 5 _ S�7° � 08. W - 516. w . * ' y „ STEEL REINFORCING BARS /� fi „ PROJECT.. a - 1 s VOL. 8830 PG. 64 �j CONCRETE PAVEMENT ti LOCATION ' 'S N/F j sr AUGUSTUS BAt31LLE SURVEY, A--75 100 50- 1 C� 0 100 : _ BERNADINE LORINO YOUNG : • .....::. g ; a : f .s . , •;; .: , O -;,.•. _ �. -•--�- _ x- �; COLLEGE STATION, BRAZOS COUNTY, TEXAS 8.40 ACRE TRACT 2x2 GALVANIZED STEEL TUBE COLUMN 20' PUE . •. SCALE IN FEET : 12 sEr IN CONCRETE FOOTING. PROVIDE I' I � 43/766. _..r............... » : ae3o/6a (7 //. ZONED. A -n0 GALVANIZED STEEL CAP. WELDED TO . • . • . • . • . • . • . . • . . ' . • ' . - . • . ' . • . • •�, , SCALE. � -1 Q� JUNE 2013 TOP OF TUBE. PAiNT TUBE AND CAP. t NOT PLA s Prairie Road k� PLATTED Green �`.� �`...REV. JULY 213 , rri7 "y a l i\_6"LIME STABILIZED SUBGRADE "�, .r•-�' I I '(EXTENDS 2, OUTSIDE THE EDGE OF PAVEMENT) � t OWNER/DEVELOPER: SURVEYOR: VC? .. - " i, P T e X 5 OR 6 AS SHOWN ON THE PAVEMENT PLAN ,. f -,} �,:. ,�' BRAZOS TEXAS LAND BRAD KERB, RPLS LA0. 4902 * Y .,, 6 PAVEMENT 4 REBAR ® 18 O.C.E.W. o t DEVELOPMENT, LLC. KERR SURVEYING, LLC L �' '� o .. 409 N. TEXAS AVENUE 5 PAVEMENT 4 REBAR @ 18 O.C.E.W. /�� r A C 0 CAPROCK TEXAS XA / 3 MIN. � 1. ALL .CHARACTERS MUST BE 60 # i® _"fit r� ' . ..,f N/F MINIMUM ABOVE GRADE OR SIDEWALK. CONCRETE PAVEMENT SHALL. BE CONSTRUCTED PER '� .- : 110 LINCOLN AVE. STE 103 BRYAN. 7X 77803 O .DONALD A. &MARY .ANN TURNER � DETAILS ON FIGURE ST AND PER 2012 CITY OF - � r COLLEGE STATION, TX 77840 268•-3195 , O {� , '� (979} , ' 4.0 ACRE ACT BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. �G cs79 307-0321 4859/64 ENGINEER: _ ADA SIGN DETAIL LAND USE S.F. RESIDENTIAL MEDIUM TYPICAL CONCRETE PAVING SECTION SCHULTZ ENGINEERING, LLC. N.T.S. N.T.S. PO BOX 11995 NOT. TO SCALE �, _ N COLLEGE STATION, TX 77842 (979)764-3900 ' THE SEAL APPEARING ON THIS s r DOCUMENT WAS AUTHORIZED BY�,Q •........1� h.L. "t �°` OEVEN L DOYEN, P.E., .,• I r ' � � ! � n ! L L LICENSE NO. 109835 +� AUGUST 29 2013 •••••:•••° 2730 Longmire, Suite A ......••: oEyEN t. DOYEN College station, Texas 77845 ISSUED FOR CONSTRUCTION _; 109835..; j 979.764.3900 TBPE NO. 12327 ` C s ��w - 2 ADDENDUM 2 REVISIONS DLD 08/29/2013 0 . SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE 1 ADDENDUM 1 REVISIONS DLD 07/16/2013 1 g .►s��e o 411 FIRM KERB DLD DLD ,JPS 13-249 REV. AUGUST 2013 # 12327 MARK REVISION BY DATE SCHULTZ ENGINEERING, LLC Curve Table CURVE t� LENGTH U RADIUS DELTA TANGENT T CHORD R CHORD DIRECTION H RD C1 298,81' 0 00' 40 . 48 042 'O6' 56291.91' 1 .76 S18'44b4"W C2 41.73' 25.00' 09538'03" 27.59'. 37.05' SB7.57'08'W C3 631.78' 840.00' 043'05'35" 331.67' 616.99' N6546'37`W C4 517.70' 710.40' 041.46'40 270.96' 506.31' N66 26'06'19 05 76 .42 800.00' 00528'23'' 38.24' 76.39 N45'57'07"W C6 40.51 794.99' 002'55 7 0" 20.28' 40.50' 36!41'19V IN36'4t'19'1Y . X 18 O.C. SHALL BE ALLOWED ON OPEN i M R ZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY LA0, 80083 ANEL NOS. 4 Q32SE .MAP LA0 48041CO3 S 2 E EFFECTIVE DATE: ATE: MAY 6 1 2012. # FOR TYING NEW DiTCHED STREET SECTIONS ONLY. ' CONCRETE TO EXISTING CONCRETE PVMT. ONLY. 8. ALL RADII, 'AND DISTANCES. ARE MEASURED. TO. THE BACK OF CURB. UNLESS. OTHERWISE. NOTED SECTION A -A 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. Y UN R 10. ALL UTILITY ES (WATER, GAS, SANITARY SEWER, VERIZC)N, STORM SEWER, ETC.) SHOWN ARE A TYPE. "G" EXPANSION JOINT ' TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION U UTILITY MAP OC MENTS OBTAINED B D Y FROM CITY &INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD NCE. SHOWN EViD E H WN POs !TIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. PROPERTY L - INE Exl1N S1 - .�-.,,,,••, 11. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE LIDO. ' •..•./ � PUE (WIDTH VARIES) '•'�•�r:; PROPOSED B" I � � PUBLIC iV£ 4.40• - - - - - - - TSM 2 7564 269 �r ..;..7 WATER UNE t•„...;. PROPOSED 6 12. ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHAi_L fr J T S E ! VARIES N(} USE TH CITY OF COLLEGE STATION LOGO ON COVERS.... SEWER UNE •• G .. _ rem r. s�nnr ssur r smema * MAINTAIN % RETU N 2 RN CURB. TO HAVE : 13. A PORTIO OF THIS SITE IS LOCATED WITHIN THE SP RING CREEK SANITARY. SEWER IMPACT FEE S ..ti•. 80 PUBLIC r.<.;� : _ , ptlsnNG s. MAX CROSS SLOPE A ROL F ]� �.�. , ACCESS _, _ i - ,t L ACE DIMINISHING AREA. -`� i 0' :• t •.: c PUBLIC DRIVE r _.t.. f 3 1 PUE :.'A ...a,ra.. ;: _a. EA n " R .,•_ , T r. „ r- AT RADIUS POINT. 0 r. 7 4 269. t•. ,• •••t. S / • •-- »' TYPE D t7 O 11019 1 $. 2a MIN. R. E FIRE SUPPRESSION UNE SHALL H A .., < .. •r.. .. ,.. ZLONGITUDINAL L 14. THE A AVE LOCKABLE UD ON THE ISOLATION VALUE, THE REMOVE CURB AMBULATORY RAMP LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE r-.,.c.-..,,;�;.,...: •�.,:.,, _ .., t , .. ..:...,,r JOINT AMP OR USA.. LL562 LOCKING LID ^.♦ n .•, , . _,raj.- ✓""' _ �` :• ': __ .....:•� 5 -SPE - 1 _ .12 MAX ...�r .a• ..� . ,t�E-� .,,.�. ,,,, , ..•.,.. � .... THRU RAMP AT MINIMUM.AN ALTERNATE LOCKABLE LID SHALL BE APPROVED B COLLEGE .--- Y G LGE STATION UTILITIES OR 4:• f 4"i1! �iV Vlf�l' <t. �Q• E .� �•. S DE5 u ..r" :•sr :• , S E LK 1 tr't.; •t_ 5?ilt�.r, .a.,A++,,t, .. ST ;.... ✓ . , . .-r.•.•,� .. F_t•a. /'� mow.- '� ' • , .. t,- :.•1 Y3: .,. i t}• ;'k .r..l- ?(, .1.,. ..r ., .. v, .. :' .. t 8 •.. • �: • ,. .:� �, ,:, : ._ ,, �'. • • .,.:. S .�.... ,• t: •. h ..�••sa - 15. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDIN !B - ..,, „ ...},. _. ..�� ..: , s .r ..,•t . , .... , •� „ .�. ?�.- ..: . , •sr _-- G C TYPE IIB OF 10,600 SF ; IS - .... _.4,,.,. .,. .,.:. ✓.-•-" � ._._-2�''�. ---•-- 8 ♦ ••, 4�. , ... 5,.r • _. r S .rntti1.t.,,.. i..:S•n.>�,. .- L�. •,:-: ~. t.'..,'.J,,t..• ....:1-y.s..s:•.a.1.ra.<c.t•,�h;.!:•jr: 4,.... • •_7 �..R'ti f . Hi, -!t, .. S. %Y.?.,.a•-.a..ir.,.._Sr.;.Ht.. y.• ... ..i: . 'L'. .: {..,.M.. ' •.. ..i• r.•...,..,1:•., Y:♦ . :a....•._.• .. - . .. ,. NEANEAT PROPOSED' ,. HYDRANT WILL BE SUFFICIENTTHE BUILDING WILL NOT HAVE A FIRE SPRINKLER20 WATELINE 2,250 GALLONS PER MINUTE. TWO. FIRE HYDRANTS ARE REQUIRED.THE EXISTING HYDRANT & 1 nl Io EASEMENT ,ELECTRICAL SAW GUT SAW CUT 3989/133 & 776/EASEMENT J LDING SE CK LINES S a 531�s/17s 16. Bli „TBA N HALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED EXISTING EXISTING STORM =VELOPMENT 0 SEWER LINE ORDINANCE. WERD� , I " n SEWER LINE I EXISTING I - I TYPE G E Sil PRIVATE ACCESS tD FIRE HYDRANT � XI NG CURB &GUTTER TO I [s 1 EXPANSION A OUSTING 42 EASEMENT (WIDTH V ES EXPAN BE N ( 'm ARi I : z : REMOVED REPLACE STREET 17. AI.L ROOF ,AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE I' ou .. U NEAT GREENED FROM VIEW OR WATER LINE fi0 TYP. 7589/171 r7 / JOINT SURFACING AS. NEEDED. ISOLATED. 0 AS NOT TO BE VISIBLE FROM ANY PUBLIC I to SAW CUT I M BLIC OR RESIDENTIAL. DIS 1CT I �w THIN 15 OF THE SUBJECT LOT MEASURED OW t/> WI . E FROM A POINT 5 FEET ABOVE GRADE. SUCH 09 4i E I c� � �- ta42" a O c� z SGREENIN SHALL BE COORDINATED NTH THE BUILDING ARCHITECTURE AND SCA . ' x LE TO MAINTAIN A I C4 J W •Q COMMERCIAL.DRIVEWAY D DETAIL F mUNIFIED AlPEARANCE, EXISTING a N.T.S. n LC . Ut O SEWER UNE J U P TER R SNCL OSURE SHAM 6 TALL 00 A ALL w DE d STONE oa o 18. Tl -I N R T NE FENCE PER ! N E ARCH TECTU L • o D r- D�"AiLS. E UMPSTER AREA .SHALL BE 24 x 12 NOT INCLUDING Y ' BO rn ) ¢,,, AN LLARDS.IF -THE a 1 - I ` BRAZOS TEXAS LAND m� m Dl MPSTER,ENCLOSU.RE MUST BE. REMOVED FOR .0 TIU TY CONRUCTION WITHIN. THE. UT iLTiT Y EASEMENT, THEN THE OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THEDEVELOPMENT LLC. lui CLOSUR , LOT 1 BLOCK 5 EN E , + 30 PUE � I 1 LO 7.6 ` 2 0 ACRES a t Oso / 1 0 ELECTRICAL ` 1 ELE l - Y EXPOSED CONCRETE 0 6 . 19. AN OVER IN HEIGHT WILL BE SCREENED EASEMENT E FROM VIEW OR TREATED TO ti I fi • OK UK STONE BRICK Q LCT A R OTHER ALTERNATIVES TIVES A5 APPROVED BY 773.522 THE ADMINISTRATOR CPJ / , Toa INCLUDING THE DETENTION POND OUTLET STRUCTURE. 6' AT EACH END 20. DUMPSTER GATE SHALL OPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL BE PROVIDED 21. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMEhIT NOTES: WILL BE BY THE LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. 12" GEN RAL NOTES, 1. THE SIGN SHALL BE 12" 4 WIDE BY 18" IN HEIGHT , THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING } 1811. 24 AND 3E MOUNTED IN UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS !N A 1 _?Lpu Q m THE LOCATION SHOWN. DVANCE OF " ' CONSTRUCTION IS REQUIRED. 2. SIGN SHAD BE PAINTEDDIG TESS: (800) 344-8377 ON _.WHITE ,BACKGROUND ATtv�OS ENERGY- (979) 774-2506 WITH SYMBOLS, _LETTERS, 1 ' DIAi® SUDDEN LINK COMMUNICATIONS: (979) 595-2429 AND c, �";DER IN :RED.T111 -MIT , VERIZON: (979) 821-•4770 15"�``� 36'► ( FARM 3. SIGN SHALL COMPLY ( , �-30* -r-16MtN, MIN. 35" 2. IT t5 THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MIN MIZE WITH THE CoCs FIRE v t �Y SERVICE STANDARD✓. EROSION D PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS NC l � INCLUDES THE - - _ INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. - BIKE RACK DETAIL E N.xs Y 3. THECONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL EViCES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL _ GREENS: PRAIRIE TOW -AWAY " S OVERLAY DISTRICT ZONE EVENT OF 1/2 OR. MORE.THE CONTRACTOR SHALL REMOVE. ALL MUD DEPOSITED ON THE BOUNDARY, EXISTING a» ' � ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS .PROJECT... . SEWER LINE 4 THE CONTRACTOR .. REQUIRED IRED TO MAINTAIN N THE TPDES GENERAL PERMIT NO. TXR 150000 24 REQUIREMENTS FOR CONSTRUCTION i ON SCES. 1 4 � _ 15 s FIRE LANE SIGN DETAIL E 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS \8 N.T.S. COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 3 A ETRE 1ANF MARKINGS 1 5" 6. H CONSTRUCTION SHALL BE IN ACCORDANCE W! E 2012 CITY OFBRYAN/COLLEGE S TION \ % 3 R A � WITH THE TA `i ;/4"R ALL CURBS D CUB ENDS SHALL BE PAINTED RED WITH FO C D D R AN R " FOUR INCH STAN ARD..,.. SPECIFICATIONS .AND STALLS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHAtt_ BE 1 G STATiN FIRE LANE - 0 , (4) WHITE LEMIN G N PARKING TOW COORDINATED WITH THE CITY ENGINEERS OFFICE. 1, i AWAY ZONE. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN 1 . ' F'EEF APART. _ 3 7. - INE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR I GREENS PRAIRIE CENTER A SIGN TWELVE INCHES 12 WIDE AND EIGHTEEN INCHES 18 IN s ( i H ( `} TRENCH SAFETY REQUIREMENTS. PHASE 3 LOT 1R BLOCK 3 HEIGHT E TO BE MOUNTED INA CONSPICUOUS LOCATION T AT EACH - . ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWELV£ 11.946 ACRES - " 3 • •3E CON CTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. . 3 3 INCHES (t2'� WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION $. TI SIGN TWELVE INCHES (12') WTD£ AND SIX INCHES (6') HIGH STATING � "TOW -AWAY ZONE. SUCH SIGNS SHALL BE PAfNiED ON A WHITE 9, INLET PROTECTION TO BE INSTALLER AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE 20' WATERLINE BACKGROUND Wiii•i SYMBOLS, LETTER AND BORDER IN RED. EASEMENT r PROJECT SITE. 3999/133 & 776/145 THE FiRE LANE UNE SHOWN ON THE PLAN IS FOR REVIEW PURPOSES ONLY A SIGN VALL BE PLACED AT THE ENTRANCE OF THE10. EXTERIOR BUILDING AND SITE LIGHTING. WILL MEET THE STANDARDS OF SECTION 7.10 OF THE - 3 PROPERTY. l UNIFIED DEEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQ. E • " HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WiLL BE L = NOTE. ALL .CURBS 6 IN HEIGHT - p #4 BARS m GZ 2a WATERLINE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY r` G4 UNLESS NOTED OTHERWISE. ,.� _ ` EASEMENT PROPERTY...... LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT Tf1E VICINITY nn© 3989 133 = 3 4" X 18" SMOOTH `V AP % / / TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY., o TYPICAL CURB DETAIL EXPANSION DOWELS.. G> • N.T.S. cr i V 15' PUE THE 8HOPS 8630 64 f / 1 C, AT CAPROCK CROSSING - RESERVED S 4 12 x18 REFLECTNE FINISH METAL SIGN '}J, S J• i PARKING C► G CITY LIMIT UNE s ✓9 Q �` _ O " 1 6 TOTAL AREA - 27.60 ACRES j L .�c ` s ti TOWER GREENS PRAIRIE CENTER PLASS 2A 1 c� �5• .�- i0 F ..o _ 3' 12'x9" REFLECTIVE FINISH METAL SIGN �ly POINT , ° � LOT 1 BLOCK 5 _ S�7° � 08. W - 516. w . * ' y „ STEEL REINFORCING BARS /� fi „ PROJECT.. a - 1 s VOL. 8830 PG. 64 �j CONCRETE PAVEMENT ti LOCATION ' 'S N/F j sr AUGUSTUS BAt31LLE SURVEY, A--75 100 50- 1 C� 0 100 : _ BERNADINE LORINO YOUNG : • .....::. g ; a : f .s . , •;; .: , O -;,.•. _ �. -•--�- _ x- �; COLLEGE STATION, BRAZOS COUNTY, TEXAS 8.40 ACRE TRACT 2x2 GALVANIZED STEEL TUBE COLUMN 20' PUE . •. SCALE IN FEET : 12 sEr IN CONCRETE FOOTING. PROVIDE I' I � 43/766. _..r............... » : ae3o/6a (7 //. ZONED. A -n0 GALVANIZED STEEL CAP. WELDED TO . • . • . • . • . • . • . . • . . ' . • ' . - . • . ' . • . • •�, , SCALE. � -1 Q� JUNE 2013 TOP OF TUBE. PAiNT TUBE AND CAP. t NOT PLA s Prairie Road k� PLATTED Green �`.� �`...REV. JULY 213 , rri7 "y a l i\_6"LIME STABILIZED SUBGRADE "�, .r•-�' I I '(EXTENDS 2, OUTSIDE THE EDGE OF PAVEMENT) � t OWNER/DEVELOPER: SURVEYOR: VC? .. - " i, P T e X 5 OR 6 AS SHOWN ON THE PAVEMENT PLAN ,. f -,} �,:. ,�' BRAZOS TEXAS LAND BRAD KERB, RPLS LA0. 4902 * Y .,, 6 PAVEMENT 4 REBAR ® 18 O.C.E.W. o t DEVELOPMENT, LLC. KERR SURVEYING, LLC L �' '� o .. 409 N. TEXAS AVENUE 5 PAVEMENT 4 REBAR @ 18 O.C.E.W. /�� r A C 0 CAPROCK TEXAS XA / 3 MIN. � 1. ALL .CHARACTERS MUST BE 60 # i® _"fit r� ' . ..,f N/F MINIMUM ABOVE GRADE OR SIDEWALK. CONCRETE PAVEMENT SHALL. BE CONSTRUCTED PER '� .- : 110 LINCOLN AVE. STE 103 BRYAN. 7X 77803 O .DONALD A. &MARY .ANN TURNER � DETAILS ON FIGURE ST AND PER 2012 CITY OF - � r COLLEGE STATION, TX 77840 268•-3195 , O {� , '� (979} , ' 4.0 ACRE ACT BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. �G cs79 307-0321 4859/64 ENGINEER: _ ADA SIGN DETAIL LAND USE S.F. RESIDENTIAL MEDIUM TYPICAL CONCRETE PAVING SECTION SCHULTZ ENGINEERING, LLC. N.T.S. N.T.S. PO BOX 11995 NOT. TO SCALE �, _ N COLLEGE STATION, TX 77842 (979)764-3900 ' THE SEAL APPEARING ON THIS s r DOCUMENT WAS AUTHORIZED BY�,Q •........1� h.L. "t �°` OEVEN L DOYEN, P.E., .,• I r ' � � ! � n ! L L LICENSE NO. 109835 +� AUGUST 29 2013 •••••:•••° 2730 Longmire, Suite A ......••: oEyEN t. DOYEN College station, Texas 77845 ISSUED FOR CONSTRUCTION _; 109835..; j 979.764.3900 TBPE NO. 12327 ` C s ��w - 2 ADDENDUM 2 REVISIONS DLD 08/29/2013 0 . SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE 1 ADDENDUM 1 REVISIONS DLD 07/16/2013 1 g .►s��e o 411 FIRM KERB DLD DLD ,JPS 13-249 REV. AUGUST 2013 # 12327 MARK REVISION BY DATE SCHULTZ ENGINEERING, LLC I • E LECa gip► EDGE OF D ALIVE O DEWALK R PATH , LANE S( _ T m, � MARK LOCATION WITH ms IXlSTING CONTOUR ; 'HERE APPLICABLE CH PARKWAY) -- ._ '. HIGHWAY 40 (WILLIAM D. FI - STATE •-••_. GALVANIZED -".•-• » INSTALL PROPOSER CONTOUR A IAGE BOL VARIABLE WIDTH R.O.W. CRR T „ BOLT IN -� X 2 WALK PROPERTY BOUNDARY v _ rn / _ EDGE OF PAVEMENT d d . , , o Q - EXISTING EASEMENT a d 4 e - 4d e • • '--- _ — PROPOSED P.I.I.E. q � , b 4 e d e 319— 4 d 4 d . _ ✓' ` / / / / SETBACK ; d4 .: d : ' / `'- •...:,:� EXTEND END 12 BEYOND CONCRETE S-6 PROPOSED SANITARY SEWER LINE �q/AND TH ENDSA W-6 PROPOSED LINE R OSED WATER d c 4 ____317— -~ ; � �•. SCALE IN FEET _ ST - ST PROPOSED STORM SEWER LINE �_ " \ (; d. a TOM 13' -� EXISRNG ATMOS 25 PRIATE V� e. - - --^ „ E O C OVERHEAD ENERGY GAS UNE CROSS ACCESS -� , A OVERHEAD ELECTRIC EXI5TING � �, - EASEMENT 40 BUILDING ---_._ 15 PUE 20 PARKING 10' ELECTRICAL 3 SCH 40 PVL: PIPE ELECTRICAL LINE -� SETBACK % 8460/1 ~--- SETBACK EASEMENT y LANDSCAPE ISLAND ANALYSIS: 12" BELOW TO OF : D" -i pb 3 TAU - / ---� 5356/176 rn GRADE TYP. 6 e EXISTING SIDEWALK e'-a`d `ra SCREENING C d 4 , . ,131.6 BERM .. d d e t TOTAL PARKING: 74 SPACES P •..--• IRRIGATION SLEEVES '~- R , 1 NERAL PARKING: 52 SPACES VC SLEEV _ - &.8 H... �.n, 2 PERP P \ \ a + Nom' 55.29 37 P \ \ 4: _ ": AE N.T.S. PROPOSED BUILDING AE INTERIOR PARKING: 22 SPACES E: a AE 1-1 G - SAE AE d- d �, 317 AS GA A INTERIOR LANDSCAPE !BLAND REQUIRED: �,� , , ; ti 4 PROPO ED SIDEWALK -- ' - 22 SPACES X 12 =- 264 SF AS GAS 4_: �-- GAS d <, .G SGAS UAb '° e a 319 p �— - Y`�_ -3 FLOW DIRECTION d - \ - 1 1 9 0 BUILDlN ".' 3 G q - R e . d EFt 6 .b _ P '4 3 1 TIE - p tIl A T \ BUILDI G CORNER TIE_T - b • n i dV PARKING disk AND 20. TYP. a. 962 SF 1r 'PARKING ISIAN Ll • % O SF F \ ° \ e :. o' It --•FIRE LAN RE VIN RE E AE �. RE LAN RE LANE.. ,. , G SPACES 6 RE LAN Lary b 28 9 PARKIN gl .d 0 INTERI R ISLANDS TOTAL END. ISLAND ADDITIONAL ISLAND ISLAND AREA INTERIOR ISLAND AREA GATE VALVES AREA S.F. REQUIRED S.F. PROVIDED S.F. 1 331 160 151 2 184 180 4 3 220 180 40 4 : 289 180 109 Is D�vrau< NaTEs: 4�01FIRE HYDRANT VARIABLE WIDTH RO.W. 1. SIbEWALK TYPICAL SECTION TO BE USED UNLESS OTHERWISE NOTED IN THE GATE VALVES PLAN VIEW (SIDEWALK BETWEEN PUBLIC WAY 2 & PUBLIC WAY 3 ALONG CHARANIA. VARIES FROM TYPICAL SECTION -• SEE SPOT. ELEVATIONS). O SANITARY SEWER MANHOLE 1 ADDENDUM 1 REVISIONS DLD 2. SIDEWALKS & SIDEWALK RAMPS SHALL BE CONSTRUCTED PER CITY OF COLLEGE BY DATE •" STATION STANDARD SIDEWALK DETAILS. CONSTRUCTION EXIT SETBACK 8460/1 5356/176 now I I Ws I ® SILT FENCE 4' S' 1% MIN.00CA INLET PROTECTION 2% MAX. c VEHICLE LAY OF HOSE D -,- AE OVERHEAD ELECTRIC LINE ADDITIONAL INTERIOR LANDSCAPE ISLAND q .. 25 PRIVATE CRASS —:.RE LANE-�-� FIRE LANE o . 'a , • .. '• \�. : PROVIDED S.F. 304 SF 264 SF REQUIRED 4 d 3 ACCESS EASEMENT 23 { } 28 -DAY CONCRETE - ._.�'•�- a . •d / .cam• \ E-- -� h z-3 IRRIGATION <v � #3 BARS ®12 STRENGTH 3000 psi ,...._.. a d �. 2 11.5 » ACCESSIBLE ROUTE ti BIKE RACK ti SLEEVES TVP. G SPACES. O.C.E. OR 4. BARS 4 THICK MIN. SEE \ I ( ) PARKIN W # { ) \ D� a 1 B- ^" 9. PARKING. SPACES. \ iii+ » d TO BE REMOVED WHEN •ad .4 .. F.. � FINISH NOTE n P S 4 HANDICAP SPACES --� , ®1 B O.C,E.W -. . ACCESS DRIVE IS - e O � 4 .., �-,,RE LAN e �_ RIE h ^. ,. i TRE" a e ��ANE ^_" "�C7""F \ ... EXTENDED ;TO ADJACENT d 4 . __ Q \ TRA B � I� .. SIDEWALK . ..do. _ CONCRETE d _ ._ .. PAF�KING BLAND : 9 4 �� ? PARKING. 05 SF O 4 \ TYPICAL. 5ECTI N I.AtLE . _ .. \ 1 _ N.T 4 d ... ADA RAMPS ' ' e ./' PARKING ISLAND PROPOSED 220 SF - .. 1 NOTE. �, _ 184 SF WHF_EL-STOP ALL WfiEEL STOPS SHALL BE CONCRETE < TTP. I I �' 32.21' I' v t ( ) t INSTAL X207 SF OF : ` : ter= D , - FIRE ,.ANE .. a '\ .. . • : • . g OWNER PROVIDED e I SIGN PARKI G ISLAND I VERSI• tl I PROPOSED 6" ISOLATION VALVE „ CONCRETE PA e 6 FIRE {— --- �- PROPosED \ d• d d a I 331 SEE UTILITY. NOTE 13 I` -- • -....... . 51 SIDEWA­ d� - : • • d � , - - II LINE .FIRE HYDRANT o + 4 a d a I 3' '� / ASSEMBLY + � P 13 in - d, d e 18 Ulu }� I 1 q .. 1 .. gyp# � i# _REFER TO % " " _ e. ' - I PROPosED'�-�• --- m PaoposED "\ PROPOSED 8 x 6 REDUCER 40 B B, 4 PARKING iSlAN STRUCTURAL DRAWINGS I i D NAGE ADA SIGNAGE 4 d 187 SF ACCESSIBLE ADA SIGNAGE �� FOR LIMITS OF.TNE I D LA VIEW I ROUTE .+t4'r r+e MOUNTED TO I " PLAN 1a PUE q . s+r, rr STRUCTURAL SLAB r>7 5 TER PUBLIC 4 d a• glii�F7i POST 1 1 WA e I / t BARS ...7574 6 4 a R. 9 e UTILITY P. ` 20 SERVICES 1 e d TYP. t10 Id `� { 1 EASEMENT I \ e. - e• 4 . • a , da � w �'• �' N � PROPOSED 8" x 6 TEE ,� � ` � N w. :: d• e e n' m ¢ 2 10' ELECTRIC N I t l I � � d. _ d .. d . • • 8' EASEMENT 5• I - - 10' ---I d• T YF'. N \ ro D 5356/176 PROPOSED BUILDING d . 4 WA ER _ • . . • - •, •. • ;- ;� +a Y\ � z � SER VI E TAPPING I 1z 10 - / 1 STORY - >�. » , a R z CROSS SECTIONS 11L e Y a 0 1 WATER • a 4 SLEEV� &VALVE P Q 20. ¢ \ 25 MAX BUILDING HEIGHT ` 10 ELECTRICAL METER #3 BARS a. i v i -Np I EASEMENF FF = 317.00 a 3 522 iz p 77 , I Z \� ��, 1 IRRIGAifON - e o - 10 484 SF ° 4 WATER SERVICE • . • < \ 4 . r CONCRETE SIDEWALK , , - •. I� �' ' ,' �,' _o �•• � METER • • . , �. , . • . ' ' • ,; ,.• � • '`' •. , � . �. AROUND BUILDING IN - • .o • • • - De \ 1.5 WATER SERVICE �AREAS OUTSIDE i .• � q, - STRUCTURAL SLAB � � � � - - ' ::, � ..-,.•• H r 4, 5,_4. 4 -LT U d P - - d q r` ; REFER TO I I (TYP. TO EACH METER) . ._ .. �- '�- 8 WATER UNE >l ) GS 10 I U � 13 , i / STRUCTURAL DRAYAN P FOR LIMITS OF THE \� _ 6' HIGH SCREEN I �'� p M--{ ► ,t STRUCTURAL SLAB cr FENCE OR WALL �NGITUDJNAI�SCTION _ r / PER ARCHITECTURAL / I NTS •• d 4.113.43. �. , d }- e o >n 4 ELECTRICAL SLEEVES " �./ 2 DETAILS EXISTING WHEEL STOP DETAIL P ^� \ - ' TIONS SLEEVES - � .. . r•• I SIDEWALK .. .y 2 4 COMMUNICATIONS - _ a 1.�.. 5 51 1 =3" IRRIGATION SLEEVE a. w ! 1 w4 /2\ I 4 _ �, .a o. ° . • 'r t ' SOLIDwasTE DUMPSTER La cATIaN EASEMENTS SETBACKS \\� d S S26 > , a :• v \ 'P70 P 2156 IS p 1 1 I D m P ,+ r d K _ i-3" IRRIGATION T g7� q I I ! V' LlL.LL'-`• I SLEEVE (TYP.) } e P KING ISLAND G= t( 16 c • 0 ?fig SF /� "J I� 6 ADA RAMP d l .:INSTALL �20t SF OF �, �„ 5! � ,, / PROPOSED 1.5" iVol - - A WATER SERVICES- PROPOSED 6" rn \ e , QgWNEIt EfROVIDEO ' • �' - �J FlRE UNE„ CONCRETE PAVERS ' , ..� ^"" 'Qi 14 *+ 9 PARKING SPACES y I I i d 4 4 b • ° Ntrt 3fl NYT 8 Ntl 1 3aLh- --•-�`•"'�3NY1 3t3 NV 1 3!L a d PARKI G N 4, i ST 1. ON S /� s ' d 3fL { 7YP, g' CJIISLAND : ) PARKING (� tR t�l SL E \ Q . • e d d d e y / t�! / TYP. ST \ 169 SF .o N tS_ _ ADA RAMAS • , • d - PARKI G ISLAND S �, •3 I I � I a ST I e' • ( 563 SF �L • ' - .'4 e . • •e' - 36.16' � t �_ � ST l -� PROPOSED FIRE HYDRANT � �. T \ , R d 4 �j PROPOSED WATER METERS �. 'A de a a F" ST 4 a a + r ,ri < !6 ST -" I ( 3 -2' ELECTRICAL SLEEVES �• a e e ,1 d 1-3 IRRIGATION SLEEVE ,C) I ' d a e' : 4 e - PROPOSED i" IRRIGATION METER ' d 9 a =t� A r i I t. ,:5 I ' m INSET A 2 3 i vi FIRE LANESIN - . a� I EXISTING DRIVEWAY LIMITS OF .._ �I I �r _ 4'• i :d 4 v e ;v• 1 �- CONSTRUCTION \ _ 4 • P _ - , - d1• N - I � 20`I A U W TER NE 1 e 4 ��'� • 4 . , •T PP _d , { EASEMENT IVATE' PROP3989/133&776145 47' STORM SEWERa".WARLINE 7 .'PARKING A�LYS5 V!111iW4�l7 I I Y 'a' +� i � , . . A � WATER DEMAND PER BUILDING ca - m A. '- •d. � � REQUIRED PARKING: MINIMUM 0 GPM I •I ' I I 1O' PUE a� dt •e • 25 GPM � - AVERAGE d- 564 269 •r d a P PROPOSED VI 10,484 F RETAIL MAXIMUM (PEAK) 100 GPM 4. a •' _ • . . ' cp .SEWER SERVICE » �- Kn I \ 0 SF CE � 25 1 PER ER METER FOR _ DOMESTIC WATER I 1 I i dd d I I a I 42 SPACES EACH TENANT I :. 2 .5 '•4 d• _ _ I � \\\ 42 SPACES REQUIRED TOTAL -- � q••v I a t d I d ; : ., .. • ; •4 �` = '4 •9 • � 3 HANDICAP SPACE REQUIRED - UNITARY SEWER DEMAND I Id - D 20 LENGTH TYP. e \ 9 WIDTH, 900 OF WATER DEMAND d s a 3 ( .. IPRIVATE ACCESS I 4 - AVERAGE 22.5 GPM EASEMENT PROPOSED PARKING: (WIDTH VARIES, MAXIMUM (PEAK) 90 GPM SEWER LINE 4 60 TYP.) 2 SPACES PARKING 6 SANITARY PROPOSED 15 PUE I •.. d �t P . I 7589 17i 4SPACSB ® 1.040 MIN. S LOPE AND1CAP PARKING PACES TOTAL FIXTURE UNITS _217 - - - I I FIXTURE UNITS ALLOWED = 700 A : e_ 4. •• e '. 4. -. �• •o.f - w =PIPE S OPE OK EASEMENTSF m .a .:de• 80' PUBLIC ACCESS q�PARKI`N(; SPACES X 250SF I r - - I t I _ SF 1 I \ e • / 500 SF 25% MAX INTENSE USE 4 , . • • • •- e U, 1 •'S; ,•7.5,• SF OF INTENSIVE USE ALLOWED D d _ cn co o \ I 4 � v• , I •ems I 4 e- 6I / ! s-• I { \ THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY .i :,Engineering .. DEEN DOYEN, P.E., LICCENSEE N0. 109835 .Chu..2730 Longmire, Suite A AUGUST 29, 2013 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR. DL.D DLD J.PS 1.3-249 REV., AUGUST 201.3 OF P ' FIM # 12327 SCHULTZ ENGINEERING, LLC THE SHOPS AT CAPRQCI� CRQSS�NG GREENS PRAIRIE CENTER PHASE 2A LOT 1 BLOCK 5 -COLLEGE STATION, TX STATE HIGHWAY 40 (WILLIAM D. FITCHPARKWAY) VARIABLE WIDTH RO.W. 2 ADDENDUM 2 REVISIONS DLD 08/29/2013 1 ADDENDUM 1 REVISIONS DLD 07/16/2013 MARK REVISION BY DATE THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY .i :,Engineering .. DEEN DOYEN, P.E., LICCENSEE N0. 109835 .Chu..2730 Longmire, Suite A AUGUST 29, 2013 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR. DL.D DLD J.PS 1.3-249 REV., AUGUST 201.3 OF P ' FIM # 12327 SCHULTZ ENGINEERING, LLC THE SHOPS AT CAPRQCI� CRQSS�NG GREENS PRAIRIE CENTER PHASE 2A LOT 1 BLOCK 5 -COLLEGE STATION, TX STATE HIGHWAY 40 (WILLIAM D. FITCHPARKWAY) VARIABLE WIDTH RO.W. aa' BUILDING—SETBACK TO' ELECTRICAL •" 20' PARKING 15 PUE EASEMENT �'. SETBACK 8460/1 5356/176 I''•:�.�,,4; '� :. ;. / - 25' PRIVATE CROSS ACCESS EASEMENT I.•J •• '� ( •4!- _ _ •l,■■ � f>>m, Tru' Mt , ,J• , is .t may: t VIP .1a PUE ,7574/76,.-1., PROPOSED BUILDING aa' ELECTRICAL 1 EASEMENT STORY 1°' PUE � 4' 'r: I 5356/176 25, MAX BUILDING HEIGHT' 564 7684/269 /269 I FF = 317.00' 0 484 SF ,• 1 10. • f:1.E 0TR1CAL I EASEMENT .: 773/522 ?r: II 20' WATERLINE r EASEMENT I{{{ •.r 3989 13 3 & 776/145 I I • { I I I z. I I i a PRIVATE ACCESS EASEMENT PROPOSED I I • ... ((WIDTH VARIES, 60' TYP.) 15' PUE I I +. ''a• 7589/171 I 60' PUBLIC ACCESS I I I EASEMENT :;; - •r . � • 11019/281 is -AE AE GAS AE GAS _,GAS - E K 70' PUE r 7574/76 a. I •, I SELT FENCE I •i . 4I � I `~ I: 10' PUE 7564/269 I �\ I I I.1 Ia I I I INLET PROTECTION ( EXISTING PIPE 401 24" HDPE PIPE 36.5 LF 0 1.00% 12 W-12 W-12 r a�, :4b' S U •° ' -S-8 -8 WIN -�- THE SEAL APPEARING ON THIS ),'c:hiU-1tz'"'.'- ring Enginee,. DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 , Longmire, Lon mire Suite A AUGUST 29, 2013 ADDENDUM 1 REVISIONSr t i � R -�- THE SEAL APPEARING ON THIS ),'c:hiU-1tz'"'.'- ring Enginee,. DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 , Longmire, Lon mire Suite A AUGUST 29, 2013 -� College Station, Texas 77845 ISSUED FOR CONSTRUCTION -- 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS P1=11 Al Ir -I T_rr oni _z mini DRAINAGE NOTES: CONSTRUCTION NOTES: 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR .REUSE. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF 2 BACKFILL ALL PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL ALEXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. ITT 3. ALL STORM SEWER PIPE, EXCEPT AS NOTED, SHALL BE HDPE HDPE PIPE SHALL DIG TESS- (800) 344-8377 MEET AASHTO M294, TYPE S WITH WATERTIGHT SEAL HOWEVER, THE PROPOSED ATMOS ENERGY: (979) 774-2506 STORM SEWER IS PRIVATE AND SHALL BE INSTALLED IN ACCORDANCE WITH THE SUDDEN LINK COMMUNICATIONS: (979) 595--2429 LOCAL PLUMBING CODE. THIS INCLUDES THE PIPE MATERIAL, AND FITTINGS. VERIZON: (979) 821-4770 4. AREA INLETS AND JUNCTION BOXES MAY BE CAST IN PLACE OR PRECAST CONCRETE. ALL CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM 2• IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS 28• -DAY COMPRESSIVE STRENGTH OF 3000 PSI. NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND `• 5. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SEC1T0� UNDER OR SILT FENCE AS NECESSARY. WITHIN 5' OF PAVEMENT. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION 6. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE 'CITY OF AND. SEDIMENT CONTROL DEVICES. INSPECTIONS. SHALL BE DONE EVERY 14 DAYS COLLEGE STATION" LOGO ON COVERS. 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 714E 7. ALL STORM SEWER I5 PRIVATE.CONSTRUCTION OF THIS PROJECT. 3O 5 O J'O 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. ;TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. SCALE IN FEET 5. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRSSS IS ESTABLISHED. � 6. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT. SITE. Nq 9 7.' CONTRACTOR SHALL US TREE PROTECTION AS NECESSARY AND SHALL NOT C LEAR TREES OUTSIDE LIMITS OF CONSTRUCTION. Go --- GA GAS GAS GASB GAS `GAS— ~=-- / T SEE PLAN VIEW A A FOR GRATE TYPE --'317 800000 FLOW _ MAIN / _ A 800000 A / + NON -LINE STRUCTURAL _ o001313o _ I STRUCTURAL PAVEMENT I7 00°0°80°o CLEAN, EXCAVATED MA ERIAL BACKFILL BACKFILL STRUCTURE C 000000 BACKFILLED AND COMPACTED I PPER LAN PAVlNG ACCORDING TO GEO-TECHNICAL REPORT 6" 1 D MIN. 2'_6 �, •� .. SQUARE 28 --DAY CONCRETE STD. CAST IRON �•"' a J STRENGTH = 3000 psi MANHOLE COVER \ j PLAN AND FRAME 30 _ O.D. •f• 6" o o COMPACTED CEMENT 5 BI - MIN. 30 �10 ( : • QUARE °°o°a° PUGM{Lo LIZED L ONLY. SPADE Y �y4 BARS 12 O.C,E.W. O.D. + 6" MIN. 28 -DAY CONCRETE o a o 1X SACK LIFTS INTO PLAC TO FILL h- - SIDE WALLS a o 0 0 0 o E. tR D 6" 70P & STRENGTH 3DOD psi 12" MIH 000°o0 oo°oa°o ALL VOIDS AROUND PIPE. m Aht BOTTOM SLAB c° oo AT o OPTIMUM MOISTURE. 0 o MANUALLY CONSOLIDATE 0a n i - -- O.D. 6' MIN. a9 0coa PIPE O.D. 0 0 0 °a° - - -` - #4. BARS 12" O.C.E.W. - 8 0° o0 0°0 0°6o COMPACTED CEMENT / 8, TOP & 0 0 0 0 T jSTAB SIDE WALLS 60TTOM SLAB (6, MIN) LIZED SAND. 172 SA K/C' I _ PIPE PUGMILL ONLY. SPADE 8 r-• " 6.6-. LIFTS INTO PLACE, TO FIL #4 BARS 6" O.C.E.W. -� 6" SIDE WALLS - THE TRENCH BOTTOM SHALL BEORM ALL VOIDS AROUND PIPE ALL CONSOLIDJ4TE I TOP & BOTTOM SLAB AND CONTINUOUS SUPPORT FOR GRADED SO AS TO PROVIDE FTHE 10 MIN. opTIMUM MOISTURE. I PIPE lot � SECTION A—A _ P PIPE BARREL BETWEEN BELL HOLES 18" HDPE PIPE --" - - - 147.5 LF 0 0.60% I . •ALT. NOPE PIPE SHALL HAVE STRUCTURAL BACKFILL, SINGLE GRATE INLET s —� BEDDING AND TRENCH BACKFILL { rn 1 �3 cn 3" MIN. EACH SIDE = 6" SIDE WALLS DETAIL FOR- HDPE & RCP: STORM PIPE O' EtEGTRId L N.T.S. I EASEMENT / < #4 BARS 6" C.E.W. 5356/176. / TOP & BOTTO SLAB V) a \ / SECTION A --A m JUNCTION BOX ETA! vi N.T.S. D 11 ELECTRICAL m( v�j 773/5 T GRAVEL BAG 1 IN 102 v / !� -- _ GRAVEL BAG 24" GRATE INLET m -�.�,, RIM V-5724-80**3100 I `Pij { ( 18'fLIN=310.10 ..., , 18" FL OUT - 310.00 I J , • / N OTE: 4=_2�' WATERLINE EASEMENT TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN. AND/OR FILTER SEDIMENT -LADEN D ( 3969/133 & 776/145 RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLE '�� 2"X4" WIRE MESH OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC, (OPTIONAL) CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL I FASTENED TO T -POST BE INSTALLED &MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. OR WOODEN STAKE GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION S.rS ..a SEDIMENT CONTROL FABRIC N.T.S. �-FASTENED SECURELY TO /- T -POST OR WOODEN STAKE _ METAL T -POST OR WITH OPTIONAL WIRE MESH WOODEN STAKE AS \ � ': •••..-•": �:.:.:••RE4UIRED TO MAINTAIN. ( .:. .:<• -� w 4.'. ... SPACED 6' APART m '� -'"'' 8 OF FILTER FABRIC TO �,• 6 �. +' 4 ; ; . EXTEND INTO A TRENCH • a'"x, AND BE ANCHORED WITH COMPACTED BACKFILL DIRECTIOFLOW VICINITY MAP .a' ,,,•..•.'' - •/ter _ 4" Y � .. ! :, '1 20p ALLOW 2.5 TO 5' AT TOE OF ' a`• y , " '�/'� 40X4" MIN. TRENCH SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ��, ALONG SLOPE CONTOURS. 4-- SILT y SILT FENCE ASSEMBLY 'y �• - •.•12• � i��� / N.T.S.TOWER • �� / S POINT 6" MIN. DEPTH STONE � VARIES I (ASTM D448. 3" TO Oa• ��. A. ..*� - // \ •/ S' DIAMETER) OVER Tp 1 PROJECT • GEOTEXTILE FABRIC 5O. S Ci WITH SAME SQUARE U LOCATION FOOTAGE. A '� VO A EXISTING STREET �----� Greens Prairie Road I I �s -MINIMUM 12' SHALL BE FULL 1 \ WIDTH OF SITE ENTRANCE , s" MIN. DRESS WITH ADDITIONAL STONE y — AS NEEDED. STONE IS TO BE I MAINTAINED SO AS TO PREVENTOTEX FABRIC TILE FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. i SUBGRADE O� Lj I t SECTION A -A 0- U CONSTRUCTION EXIT SILT CONTROL I ( ( N.T.S P NOT TO SCALE i SCALE SHEET D A INA VERTICAL . N/A EI �1.� 1 d & SED ' NT HORIZONTAL CONTROL 1PLOTTING SCALE: FILE NAME: 13.-249 . I I I � I . . . . I I I I I I � � . � 11 I I � I I � � I . I � � � . I I I . I ,I I I 11111111� 11,III 11111 III III I I . "ll -long .--- I � IIIPIIIIIIIIP 70" I I I I I I I . 11 ii�mlq 9 __ - i -i i I _411 , m I -1 11 mmumme�= I � I n " I . I I I I I � I I - I - 111111 I- --,.-, , I . . T GUTTER � TYPE D EXPANSION JOINT. � I �­ ­ --mim - ___ I I IIIIIIIIIIII I I I I . I TO BE REMOVED "O KEEP 6" RISE TO ELEV = T/C ELEVE. + 3" 1 1 1 . I � . . . I LEGEND. � PROPERTY LINE � . � � I I � I I I I . I I � � . � . I I I I . . I I A . � I . . � I I I . I I . � . � -il . i I I c . . � . I . 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WHE I EXISTING CURB & GUTTER TO � 1 4� 11 /'/',/' / ", / . 'Y , . \ XX/////"I�/�"11111 I � ��'/) �'///y ��--/ , //Z/"//y///' , Z., " �"- "�:'�"//' RE APPLICABLE � L ki 13.9i TW) . - I lf� �" If 1/1, �////' I, /I z .." / x", ­ ,,, v h X / �/�'�/ � ---.I 1 - REPLACE STREET , X , . / '/ I I I /. �//�'zy///"� - , '/ . EXP, kNSION \,\ I . 'WHITE x'�`/­/X� V/" , // - / 7x/,/, � � 7 , hl , J�y & JX I. GALVANIZED A BE REMOVED , �;N/.' I . , i)� // /,/ /I & -'�' ,,, I \ A - .. . /Z//,////' I �////"W - 9' PARKING SPACES ,/// I /I / // Il // // X i , " , // // I I INSTAI I I I � t'T�' . 11Z 1 11 ­ - /�' CARRIAGE BOLT W . I I � � I , , -.,- ;. . . -4 , *. ­ 'a CROSSWALK/ " HANDICAP SPACES , '/// --- -/ 7 �";// 7' - > I I I I X Z- � I BOLT IN I : ., � I � . I � I I I �. � . ,.e _ WALK . .1 � - I , , 315.88 TO m . I I I I I I I I I I I � I � I ,--a 5 St *. I . . STRIP _ I I , ;;� - _. 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'.' - � "I(II, �.98 T0 3:1:6.9a T:w: \(�� I . . 51 .. � 0 rAVtMENT I Z% I � - . � . � I I I I . I � I I � ­ . '��__' ,� I I .1 I I 'I- - - 1, � I I � � I � I .- // I ,as Twj � . - I _"'-O" SCH 40 PVC PIPE I � � I . . . // , " I �' - � �. v . . . � - .11 � d2ij�' � P� I// //////// / .. .. ­ 1. &W mam-tw"I N . /I /I �X' I I L I . � . . . I . , * I / - / . �J/ I/ * - � . > I I I . I I I . I 'H I . I I" em pf V __---- rri I I I ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE To 1 t MINIMUM DEPTH SHOWN ON THE . - 312.63 TW I 1. � - --�- �11 "I �'///' � / � � � I 0 . PLANS AND SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI. THE MAXIMUM 10, PU - - . �_� 'd"d I /-///// , .8I 316.98 i -Y, �'//. -) 5 I / . 12" BELOW TOP OF I I - .. - ..: lcag� 1-1 71 FWFA . 7574/76 . �' ', 4:�` - ,ADA RAMPS -7_---,.' � WIDE I � I GRADE TYP. I I ' I I ' I '�_. I I PERCENTAGE OF FLY -ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. I I I � I 1'.- . . z 414.UU it; - L DRIVE THRU I - I k -PROPOSED I . I I . . . . . I . .f . . Id . I -'��.: '. � � � III & I I I � . 6' WIDE� � I ENT � � � � �' � I I . I'll d : .. . .1 . ... " // PARKING LOT STRIPE 6.95 M) DRIVE THRU I I I I . . I I .. . 'i.. . . . . ; 1XI I - - PARKING LOT STRIPE �11 I 0 / PVC SLEEVE � I I RE3NFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) I . ,316.00 TC I I . I � � I N.T.S. � � � � I . � � , ' .. .,.,. .. . . :'.. ..'­ �� . � // ' 316.81 TO I I I I I . I . __� I I � I I � 3. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT SHALL B I vv- . ' QhNE564 ­ I 90 TW . . . � I ENGINEERED FILL (PER GEOTECH : PI OF 20 & I , . I . . A . '.. � . .. I � - A I � NICAL REPORT). ENGINEERED FILL SHALL HAVE A MAN 13Y 4- - .. ' - I I - I_% .'_.1j'__1 ` I ly, I // // I � I I I LIFTS. COMPACTED TO 92X OF MAX DRY DENSITY AS DETERMINED Y I I A, 4 f I . is , v-_% - V, -__ I . � I . I BE PLACED IN 8 INCH LOOSE . w THE MODIFIED PROCTER TEST (ASTM D-1557) AT A MOISTURE CONTENT FROM 1% BELOW TO X � : I a, - ��. * - ��N' , _'��� I - // " PROPOSED BUILDING � .. . / - , I g 'X I I � � 3 i I 1,d "', 1*t-::zX_--'-'1v / �_' . - . . � OVE44 TO I 1:_:-_�I --�V� . / 1 6.6 � . C_� '.' , ��.' �' I '_ - "1_101_1�' / I I I IP - I ABOVE THE OPTIMUM MOISTURE . t . 't; v . ... _2'__1__ -I-- - �" / 1 STORY � I " "') � . '�i.�.�:�_'c�'�___��_RAA 11 , � GRADING ONSIBUCTION NOTES, I I , : :t - , !i /' >i�51 / !It/ , L ' I � I . I - - -f . . . . , %/ ��-:Nlu 11 . I / � � Y�X�f I , I I , . , , 0 - '�"10 � - . "I T I------- � 1. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR 4. IF SUBGRADE PI IS GREATER THAN 21 FOR THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL 13E � I ' * � . . - , ��__ la��_V'��_j [ ' /11 "� . . . , I 1 25' MAX BUILDING HEIGHT I I I � � . 4 " 4i: .' ' . - - - - . >�i Q // �-- � ------ -4 � � \�ffl \ \ . // > I- I'll � I , WITHIN THE PUBLIC OR PRIVATE ACCESS EASEMENT SHALL BE COMPACTED TO : LIME STABILIZED TO A MINIMUM DEPTH OF 6* AT A RATE OF APPROXIMATELY 6% OF THE DRY (II I . 'a. 0 v '�- " f _/ /' FF = 317.00' 1 �t' // I/ �� I AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE : I WEIGHT OF THE SOIL THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS . . 'x_'7-7'- 3" - /// I& /&/ '_� I . I - - - . . - 11 ". __ ____ \C----- I �' I 11 ,H MEETS THE GRADA71ON REQUIREMENTS SPECIFIED ; . � , - 1. .. .- A- . ;>q cn..' �4 - - : 1;xu_�m0u&5�_"; 3.33 .. . . 316I 1 10,484 SF � & I STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM I MIXTURE WITH A MINIMUM PH OF 12.4. AND WHIC . . . :1 . . :. � ­ .;� I � \ I ' I/ I THE OF TRANSPORTA N I .1 - . �.d . Z " � //5- 1 \ I I OPTIMUM MOISTURE CONTENT TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. ! IN TEXAS DEPARTMENT p I I'll . .. _!� O' '-4 - " f,'�,--_--�ffx'�Z-U_- � /I , "', ' - > E STABIU SOIL SHALL t � I - 41 - . . Ul-2 . � . I � . ;.;-I',--- . rri � AREAS OUTSIDE OF THE PUBLIC OR PRIVATE ACCESS EASEMENT SHALL BE C,ONSTRU.UON OF HIGHWAYS, STREETS, AND BRIDGES, M. 260. THE LIME STABIU . . . tp- I . I N. /I COMPACTED TO 95% OF -THE MAXIMUM DRY DENSITY. I I BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY � . \ -'-;g�-- p�" ' I 11 I'll V. .. . Id P4 %; *.. : �_i�P__-M;�Rk_"� � v C�� � 311. 2 TIN ; . ,� A.. III U. . . . 1. � b �p��'>6� / 11 \ 11 �'-� , ,,,;-,_ � ASTM D698 AT 'A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4X ABOVE OP MUM MOISTURE - I . . . - "' ' / // � . I �' THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TX1j0T IlEm I . . 1. 4,44 - 1: � / � I � - - 11.y 2. 1 . - � - 4 U : .. . .. ;d ..' - . , _�__N)��_�' " I I � ' -ROLLED' 2K -LIME AND UME SLURRY-. THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 12 ! , . I-IIIIIII �4 . I, - ' .1 AND 'PROOF - ANY WEAK OR SOFT AREAS IDENTIFIED BY THE � \* �' . - I 16___� � .b.. I \ ? : ROOF ­R0 . . I I t I . 1 312.00 TW . * p III �) - - ­- --- . _­ ­­ I �' I / . I / I : I I ... I I I I I . ' * . . - � I ... \ I C3_�16_.5_0 TE"' EASEMEN r � , - . ". I I � '12H � \ - .- . dw �__ 0 .. �' .. .4. - I / - 5356/176 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED IV- - S. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND *PROOF -ROLLED% : . \ , . I �' N.. / - '� I I ANY WEAK OR SOFT AREAS IDENTIFIED BY THE *PRO0F­ROI SHALL 13E REMOVED AND . '.. 1 4 P4_�_ _:,&- w - , , It, I - ; �� \ 15.55 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. I I 1. REPLACED. I � . . ' * . \ '>0_6��13 �' A 1, v . ; . � \ - . PLA 0- ';�. . - WIDE , ; 11 11�// - ' . 'i" ­ I . I //// I . .. fA1A.qR � 316.1 a TW) ""'-' . . I V� � ' . . - P MKING .;Zw - 1 318.98 TW � � )� ___ I � 10' ELECTRICAL 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED APPROVED EQUAL \ . -4. 1 ---,,;-"r,l 11Y 6. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -I OR � I '. - : * ' _<�-. - - 1. . .. . 11 L1 I � I � j . Ir . 1;I` I , .. , - - EASEMENT WHENEVER THE TRENCH IS WITHIN 5' OF 'PAVEMENT OR SIDEWALK. I I . I � I I � U . . � ._1. / 'Alz . .t. !, �� '' - VD, � '. �_ � , �%'//'�' . . I 773/522 . I I ' ' . 11 I __ Y. . . SURFACE FINISHING � J, I ( YP i . . . .. N I 7. CURING COMPOUND SHALL EFE APPLIED UNIFORMLY 70 THE CONCRETE AFTER THE . I 11 I � . . . I I L . - ;.21 TIC I ­ : - - -:1 . . * . 'I /'�' 41 : . . . . . . - � .. IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL : . I- , "V// VD . . 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING - - ' 6 \ . I I > .1 .. . . . . I Ii' ' ' ' '4'' Is . 11 T_ . 1. . PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE . I � MEET THE REQUIREMENTS OF TXDOT ITEM 526. 1 � : I 4V 13-9 - - - /,/ .- I t . If I " I _ . _ ' - '�-mg - - / _m' 010.13/ I '12 GRADING PLAN MAY BE REQUIRED TO MATCH ExISTING GROUND ELEVATIONS . : . 11 I I U, * 4- "' P , /////// I � I AND STRUCTURES. THE PROPOSED E CONTOUR LINES SHOWN ARE APPROXIMATE 8. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH. ­ - I b I - A - ' * - ­ /// , - " , A,-, I/ I /// ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL i I . --- . I \ 'gc_� g , I'll' -"ng 11 .*. ­ 4 . - . . X", I 1 7 - -- -- ­ -.,/ '-/I I I \ .. . -'4. 1 , . I I i � . . . � . .. . STATE ADA REQUIREMENM : � I ' . 4' - (��" - - .�f , e -, . CONSTRUCTION OF THE SITE WORK. DETECTABLE WARNING SURFACE To COMPLY WITH LOCAL AND t I I I I . I I � / I I ..' ** :� - .�. V.. I I / _30, �21//// . � I : . v .. �A ..' 4 .' ' * . . . . I I- - . I BOLLARDS // // // 7' /// - 316.75 TO I . ' I a- I I I - � , I I , I 11 I . . -is 4 .. , I y I � // z/ , 1 7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE ff ON ALL 9. MAXIMUM CROSS SLOPE FOR ALL ADA AC � CESMBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT I A . . " �' I - � ; . . %t' .' .. . -'�' -" " �"/. I � el 41 2-47 1 1 , I . DISTURBED AREAS. ALL AREAS ADJACENT TO PUBLIC WAYS AND SIDEWALK I I � I I I � � �r . : .. . V. ' 311.75 TW . . + I '�'� � I GR I, VEMEN , * ' * �' I 11 .11, .1 .. AREAS SHALL RECEIVE 6* SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF 10. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUS AD PA T . 's . . . � : I / t ��/� ­/ ' I . � 1, a . . .. � ' �� 5 �' '17 `000/'//'�/'/O/�/ / I I I /�/'/� �" GRASS SOD OR HYDROMULCH. � I � I I I I � .' � A X _. ­­ I/ � . . I I FOUNDATIONS, ETC. . � � . / // I I � . N . A , &I � - t�lll � I I � ' . I . . - * '\ / ' // �.DRIVE T / '/ .� I I I � � � I I . I 1, 7 YO//K/I , \ , - . . . : . -4 , 7;�; __�0' �- � //, // , / 0/4 0/0"', 6 I � . 1;1� . . . 4 1 ' '__ .. ..e �� . � �? 8 "�'�_'l I . // // /I I . � I � � . . /,PARKING LVI SIRIFE/ // � I 11. ALL PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE j I I . . . . 4-/ Tijr 7 , /I I I � I I I . I I - . . I I /,/ ' I > I . STA71ON STANDARD SPECI I I I 511 q FICATIONS AND. DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION � � , : . - .. -ADA RAMPS- . i- I . , � I . * �// , �"/ 1 1 m �. ISLAND AN _YSIS* . I I I I I . * va ' /I // 1. ;1� ' I LANDSCAP , � SHALL BE COORDINATED WITH THE ENGINEER. t . � I � I . I I . . . . I ? I - I I '/ � I I I I I I I I I � � I � I 11 . 12. 1 PARKING STRIPES SHALL 13E 4" WIDE WHITE PARKING LOT STRIPING. DRIVE THRU SEPARATION * . I . . // ' _" / � // I � I . 104'�_, / / / I \ I " . , .1 .. .. . _KIN�,I // / I I? - , __ ___ . �' //// wzg/� " , � /I 1 '7 ��A / / �7/ '�"' /) - - - I'/ / M// //,/ � , � I - If . _7 ..4 .. All 92 TIC /'� "."S // I 11 TOTAL PARKING: 74 SPACES � I I . . I 'I/f 11// //", I�' I '�' I A I STR MITE PARKING LOT STRIPING. MATERIALS AND CONSTRUCTION SHALL . , I - I I - IF 6 .Qw� ' " // Al // // I 11 � , � /�'� , W­IIIIIIII� I . I _� \ . . 4 - V.. . Z ' 'q ;vl PERIPHERAL PARKING: 52 SPACES � CONFORM TO TkDOT STANDARD SPECIFICATION 17M 666, TYPE 2 MARKING MA701ALS (TRAFFIC I I . . -///, . y IF �; ..- 11, '�_ - . - - - --,_ ", - _ I I I I I .'� . Nau!29�� X, 'eZ, . . 3�5' ;-�>�5 -, 77Z': ,,,,-,, I I � � I I I � 'OT'-, - - . // - , 'A __ ' � 3:51�1 , INTERIOR PA I I PAINT), � I I � .2. . . : ... . : .. , -� �' <'�' - - '>��_:�q_')_' lli�" I RKING: 22 SPACES . I � I I I . . " .. I � . - I . � 5,--,, "-- 5 ,,,, 5 �" 5 .; - �' 3-8 �� '_" � ��\, 11 I 1-" I INTERIOR LANDSCAPE ISLAND REQUIRED: 1 ..4 . I /' '5, *� ­ 9. -- (5�!��'-'>�� - I \ . - 4, . . * * * , I'�-It' TO I - �- �0�-'g X�� -5� " - , I . P__16_1�_��' -� PARKING ISLAN � 310.50 TC :6. - I � . . 0 . . . ' I �-'!�-� �!�;-';-' � 11 "I I _*Eff) . � : . . . I. . ,,, // I III) � 5> - - ��" , , <"-_�'��"' I I I I I I I � . . � . .. I �i" IN4�b6TINv-----__-. 1�1 :q��" - 11BB SF I . I � � __ - ! / : 'Z:1� .: I . 11 1. - ' ;_1 �X-'.;�' ' � ' , ' I � � ,d " - . �VEME I 7k';� ;�S� , f .- -, 3-1-5.6- U) \ . I ,I: I '.* t;AW.bUTA 6EMOV 1 V_�> �� -f � - "I _. - ­ '_�' I �; Tq - 11 � . . ' ' EXISTING ��- - " -.11 � , .,,.. .. -. 4* 1 - I � . . III *OWNER PROVIDED . I ';��': 10' ZRI, I 1'1>��"��' � I ' CONCRMxPAVERS - -1 , , - -, �'_Iff�'?��5__'_' - OD - I . , I "SIDEWALK -4 % , � I '�-'��f- �- -'A'�-' "_> ->;-��'� '-, ­"'��"� �_' ' I - ' I I,-,- � I �_� . . .f . - � I I 138--6- I I \ I . . .. . , . .7 4 , . - .. . - - \ .\"I�� '___� . . a: A I . I I I . .. � * - . . , I I_ ' d., .. . - I. ." :.' . . . , (310.95 // P �,//// //I / ' - � . , I * � I / I z Z I I/ I � . Id", . _­ ____­­� 0 I � .-. *..�o .- - . '� . . - .4 ... - I � I � . . . � 4.�r , � m .__ '_� � . . �O -.4 - - . . _�. ' - ­'_ =` PROPOSED TTER TO � > I . � I . ." . . I, I - � \ . ,,,CONCRETE C RB AND GU � I I � \ � . . . .. . - ' .� I � . -1 I I . . .. .. , __1L_ , // S1 5" PAVEMENT I I . � : . . . I - w , - PER LOCAL STANDARDS . - - - - . I \ I � - . -4 . - : . /.'; .. , , * . . . . . I .. I S1 I, � I � � I . I I � � I I � I I I " ' 1, . I'd -, . I . . 4 : 310.74 TP I I \ I I I I ; . I - , . I I I a I . .X , . . . 4 / I I � I . I . � � I . I \ I I I . I A . 4 , : . 'd :_ . I/ . __1 . I I � I \ I I � I PAVESTIONE CONCRETE PAVER STYLE & COLOR � I . I I - ADA RAMPS , . � . � \ TO BE SELECTED BY OWNER . . ". .. . I I � * :;/- . � I I � � I � � . . .. * , , .-e.'. - �3_1 2 TIN I I I ' I - I I I . b . 4 - . \ \ 3-1 /A* MINIMUM ICKNESS I I > I I . INTERIOR ISLANDS I . I I ISLAND # TOTAL ISLAND AREA S.F. I END ISLAND AREA REQUIRED S.F. ADDITIONAL INTERIOR ISLAND AREA PROVIDED S.F. 1 - - 33i I 180 151 1 I I . 184 180 1 4 V, MIN. � ............ I .... � 220 - . 180 1 � 40 __ 289 ISO I 109 I I � � I I I � I I I . I; I I ' ' � � I/Er R _\ I I � TRANSVERSE REINFORCEMENT � � I our, m SEAL MTN JOINT MATERIAL #4 OARS AT le C- TO C. . / I � I � I ---.- - - __ ____ 1 4 . ...... I .......... 1. i / - -0 I I I I V, MIN. � ............ I .... � I .-,: - I bg T I . - ,'-ript,E), \_ I T ____ . . I I METAL KEY WAY PLAM OFFORI'm Ile BARS ..r I I .... X Ir, 18" D.C. � �' * ' " . I im� I I � . � TYR � � :: I 1"Dopp I :: I .'_ t I I � � I . LONGITUDINAL : I I . �. JOINT 11 I � f . I I . . LONGITUDINAL JOINTS SHALL 8 � I I t REWIRED ONLY ON THE � . I 44Y 1 40' -I- 4W I . I , I I CENTM= Or THE PAVEMENT & E I I I .ORMIUDINAL REINFORCEMENI I I INTERSEC'nONS AS DETAILED . 1 #4 BARS AT 167 M TO Q � I I I I . . I I I I � TANGENT EUQNS . I I I . I �_ , . . :� - .. -'.(��' .1 . I . I I I ':� � . \ "I . I m � I I � I I . I ..' . �. . . I . I ANDSCAPEISLAND I � I . ... ' . I I _v: ETE SAND , . I ADDITIONAL INTERIOR L � I I � I TYPICAL JOINT _& REINFORCEMENT LAYOUT 1 F� 4. I .. : . . .. . .1 '\) . FILL I BEDDING SAND CONCR I I I , I .. . 4'r * ' I AND ;/mmmTop .1 . . � I . PROVIDED S.F. = 304 SF (264 SF REQUIRED) , 1 1 FOR CONC13ETE -PAVEMENT t . . _: - * .,�`* 1 �_ _"-�� I APPROXIMATELY 1/2* TO I' . . 20' WATERLINE I I I I .. � I . I vm GRw 1PwG I I ...' . � EASEMENT � ' MATERIAL ,- SMOOTH DOWEL TIM I � I . (f) ­ :� -- � I I 1, I t I I . : . ,ad. v v - * - ` ' - � .. w / I I I I \ I - ul � MEETING ASTM C33 NOTE \ I � � I I I SEAL W/EXPANSZON JOIN I I I . I � � ; . I � ' '" I . . A :.;.., 3969/133 & 776/14-5 1 'I EAVY GREASE) I I � . . I 1. I . '. A 310.75 TO . I � .. LISE p CLEAN SAND . � .. I (C I'AIEDI 4 " I " . . I .d .. .. i - .. * I I -�-'.:`."-'-. �� � TO FILL IN AROUND \ , I � . 1 3 r 6-1 ... I � - � , . I ' . . � . t. I - I � I I � � I : ' , I I . I I I -i r I . � I ... " - :_1 4 1 1 . . I " . , ;:.7-. ', PAVERS. . I I � . 3/4" ­ I I ­ �A' *" .. e . I '-w-1 :.7� 1 . � I .1 I � -* ' � ";i I 6. ..:-'� - - I I I I --I � I I I . / - ... - . . . j I : I . . . . . . . L__-____.'__.'� �.�r I I .. "..' "' � .... .. '.. �� I SCH 40 SrM PIPE I . \ ' - .'*.111� .- . . . I ' I , . � I . I . ..�.', .A .'Z-'.! .j....... .."', - I 6`1 wN. .. S/ � ... -If �� � .4, � I . I- V., - , , -.;., � I � � : � , . . '-.-' , I . I I .i ..� � I . . � 1 -7 1 - - - - - - - I � I c ... -� '-��- %;�.-- �� * > . NOTE: ALL CURBS 6" IN HEIGHT I I . . IA.' . - GRIND SMOOTH ALL ROUGH I � I .'-'.".'� '.-"'%-.'t--. . . � . � '. - - '..' I I I m � I _ I .. . V I. i..'!, . '. .:. 'r ,.' *:, - '. AREAS I � - -';' . - � . ;'. I -I r t I . . . I .'. "*.o , - . I .:--"� .. '­ 6" REINFORCED CONCRETE I I , UNLESS NOTED OTHERWISE. A� 3 . . . * . I . . I t I I ' " 1 .4 .' I - / W W_ I -I AND EDGES . � I , _ T .., , L � d, " 3. 1 1 . - t; � \ � :. . .....".".'.. I � . I . . .� , On . . .. , '...... � I I . , '�.. . - .. .: . r , . I" . I I ... ... - .:.-1----'.-.-:*j;-- , . . I ;�r I I" A 11 pa I p I A. - 4. .. , . � in \1 _- I I . 1 .%ffl6 , "i . . .. * ' _ -" I � a METAL KEY - WAY PLATE 10, PUE . . 1 4: I . .- , �' � � : OF I . . . v � . . ] . .b, I \ ' 12 ? - I - , : � � � 4 FARED& : � \ 7564/269 . 1, . ... -.. , * .' 4 , 1/4!" ." TOP op in ; 6* ST491UZED SUBGRADE (98% � . � I . � I I I � . _ . . ­ . .. _ . " I"I i I \ I I , _ , . -\ " STANDARD) ASTM D 698 AT A 5' ". I � I � . . . , _ . FINISH GRADE � I I p I I I i -'14' A__6_____I -1 � . . . - 4 "I F- mmm I 1 III 'I - . " . - MOISTURE CONTENT BETWEEN 0 AND ./ � I . . . . : . A. 4 : . ; I I : . : 44* . . ' On I r 11 - \ I � I . - TYPE 2*Gs* . I I I : � * I I I I . I - : \ I . . . " 4. . . ' * i 0 'II- '001z . I I I I 1 4% OF OPTIMUM. . � I � i r_,_ I I I � . . . 1, . . - . 4 j v, . 1� ' � � I I ROM .. . . . . . . .. .*k.' . I YR I . TION JOINT I I EXPAI MRTS AS SHOWN AND AT, � �. _' - '. . . . 4-'..." * . \ .I'-. I I \ TING SOIL SU13GRADE I I I �_ ."41R I f v -VARIES EACH, RADIUS POINT. CURB EXPANSION . I . . .'�; 4 i \ , 'a. , . I � . \ I EXIS I I I \[ � I R ,� JOINTS SHALL BE AT 60' CENTERSI CURB I . 1. I . .. A *.. ' - ' v ' . . - �_ '"', 11 I I I . � I/ I . - BE SPACI AT 10':.-jrEEW mm P.W% P.T...s. & apposar ws, I I � E 'B' CONTROL,01I SHALL BE AT 10' CENOM I . ONRADIUS P11 . . - -1 - I . TAL & VERTICAL CURVES � � � PRIVATE ACCESS � 4 '' .1. . . . : .'d . . A I' 7. (A ---I,. v . I I I __ - � . � . EASEMENT I . . � \ t: -! & � � I r . � E *D" JOINT i � : . . \ � . . . 4 1. V . . . .. i.� . , ; ' I r I � � \ \_� I!,." . I I LONGITUDINAL Jr. 0 w` , . . 11 (WIDMi VARIES, 44 ' . - �� , !, *! WNCREIE. � \ . \ I I I I I TO CHORDI RAEqUS� (-) . . 60. TYI lea . . ... . .. ENCASEMENr � . 6 . I I \'� -� . I �: 14Z I \ " I r . i 7589/171 . ... � . . to �. TYPICAL SECTION - CONCRETE PAVERS IROR STREET � . . __ _____ 11 . . '. . I . I I I I I . : . � I f__ 0 . . I � . ON REINFORCED CONCRETE IAVEWNT � I I I I 1 3" .3' 2' . � I I -I r � : . . . .1 r I . . \ I . ­ __ . .4.-1 . . tg.�_ �.' m �; I \ - . I I 1 2" r --I I I . . I : V '4 �' .. ..;I 14.;;i . . . . .- - I � _\ N.T.S. ' > I . - AT I � r I � TYPE 'Cr JOINT AT ALL � . I I . I � I I I . � - SAWED OR FORMED. Sm � RADIUS POINTS AND : � !�� , ...- . ... - - - - .. ; . . I - OR 6" AS SHOWN ON THE PAVEMENT PLAN T__ , VATH JOINT MATERIAL 11 . . . .; '. r � . r .. .� . . 4 4 . . � .. 11 ` � 6- ", , 11 � STEEL REINFORCING BARS * TE PAVEMENT * X=5 ) r \ I � . I MM DISTANCE - \ !­ , -A - ;'; . . . . . -.- : / . - - .I . .. . , � __ - I I f-CONCRE I I . \ I I m I � r _j - SEkUN0 NOT REO'D IN CURB& 3w ON TMCENTS I I I �' .. . 4, . .." / , - - - I.- NOTE'. I - .' _____ * 6 . PAVE�MtT - #4 REBAR @ 18' O.C.E.W. . 3" r I I � I � . . .. . A ' . . I . . . ,..I., -"*..4*' 1 � 0. 0 3/16- r I I I . r � I ., - ..A' , "' 4 * * .. :., ' 4 .r 3/8 R I .' � -vr-:- r -v-." _ . r -r/4- � I I ; I r . . . AL .e . . ;-. -. -.- - %.- .. -_ .. ' --...::- * '_­'�'�� X * 5- PAVEM NT - #4 REBAR @ 18- O.C.E.UW&TED I _\1'r . I . . � a . . . � .. . . . 4 : .4. . kr r I r in I 1. REFER TO ARCHITECTUR *. !, ;E = .1 f.z':!' ' ' � I-- " ,?-' : - ;.. N to � ; I � 0 = #4 BARS I BACK I t . � . . . -A � - 1 4 ' . . t., � PLAN FOR PLASTIC SLEEVE . .:.. .-., .. :.- t. -..'A - . . . 1. 4.; ' A" * " '_ - , �* * . * CONCRETE* PAVEMENT SHALL BE CONSTRI PER I i I \ r I I I I � . I � or I I '. . k.. - . I . .... I - MIN, . � " 1� I .1. � 4 . . . �' . , . COVERS . 4c '. -r-7I E JOINT � I 1. \ . .. . . . : , . ' � . . . * ' ­ * ­ '. *-*- IN FIGURE ST AND PER 2012 CITY OF r I 0 = 3/4:' X 18' SMOOTH I I * V * . *. . I r MEN �VA\ I �./'� ; I, . V�/ DETAILS 0 11 . TYPE 'r MNT TIPE 'VI AT nITURE . \ ..' . -4 1 - _. - . .. I . - r . /j�. ./ > -1 I EXPANSION DOWELS I � EXTENSION OR AT PROP. � I . 607 PUBLIC ACCESS I �_, - - .' - ..*. G TIONS. � r WORK (IV.) I .. . V) - M -M., - ' .' - .. - M. - ' - �_, - . I m � . /w . . .. . . . \ . � . . . ,`� . I . .. . '.. . 18" r � X _zz. . z , BRYAN/COI I E E STATION STANDARD SPECIFICA � � \ I I \\_O�: I I . I I . . Ill, I 11 I 11 I'll .." " A 11 - ' . . IO . _­_. � TYPICAL CURB DETAIL I I C. 311c," I . I I 11019 . . - - I- .. - j_A' � ?LT.$. I ypr- . . I, '_ � I _"'I� . . - � b -.1 . - --,v � AR�.. ILIZE�S I . - ___Q I I '*' 4. ' ' * BARS. Ir O.C.EW. EASEMEN 1 4' * ' � I J_ IT /281 V � I \ e� � . I -_:�. .." . I � TYPICAL BOLL DETAIL . 6" LIME STAB OUTSIDE\HE EDGE OF PAVEMENT) I I I \1 I � I I . . CONTRACTION JOINT I TYPICAL JOIN LADUT AT I L : . .. 1'.. .. --� I : .., � , N.T.S. r (EXTENDS 2 1 1 ___� I I I . . . . - . U) I I IV CENTER m CENTER , . CONCRETE INTERSECTION I I I . o�' .- .. - . � \ r I I I I TRANSVERSE JOINTS SHAM 13E SPACED � : I � � I r " A � . 4 - . . . .4 .."I ' - .... _. � I ) TYPICAL CONCRETE PAVING SECTION I I � 4 I -11 I ,-,E'- I I � I I r r I I I I bU4 \ : - '. , I . � � N.T-IL I I 10 I , � __ -� .'*q'4- "', . "f -1 - I . r ' ; \ I - - - . ' . I i I; � \ I I � I - I : - . 1 41, On I � � Ill mmm� . r . : r . . .. . .. . - III � .- .--- I r : r . I � � �-_ - � . I I I � I : I I - ; I . I I 11 1111 __ I r I - � I 11 11 m 0 __ __ ___ __ - ,. : - .- @Ill #1111IIIIIIIIIIIIIIII - �- � . I . I I I - ________ � . I I IN, -mi 1111 11 twill Kill, I I Ill, I'm . - - 1"Noll 11 I I ---" I - I . fif-ff-Wk . r � THE SEAL APPEARING ON THIS ff ois OF I 'I --­-"'��-,._ � . I * * ... . DOCUMENT WAS AUTHORIZED BY , ....- P:N -'. . .. , - f *i, -3 III* ft % . . r hl�% DEVEN L_ DOYEN, P.E., 4.0 1h - fltz. ering u r .. .................. " . I. . .."ho E e IT I LICENSE NO. 109835 % IT: - .. . .0 U . ". .. .. . . . ; .. *;.� I AUGUST 29, 2013 -4 ­­D'E"V'EN L DOYEN & . .... T , Suite A � '% ... % .......................... . ­: "I ... *. - .. .. College -Station, Texas 7.7845 ISSUED FOR CONSTRUCTION v %-..,, " ..' ,Iz- 01 I s .ft �. ' 11 979.764.3900 TBPE NO. 12327 . ... .... S __ __ I � - DRAWN APPROVED JOB NO. � I DATE . - " '149F SURVEYED I DESIGNED I � -_ - _ - r_�TM-x NOW 0 KERR DLD I � 13-249 , REV. AUGUST 2013 FIRM # 1 7 DLD JPS SCHULU ENGINEERING, LLC i I I I . . I r � I 7 � . . I � I . I I I I . � i . SCALE � . i I � I . o � . � � .1 I I � ii I I I! ' I i I VERTICAL N 1A I � I . I : 1 � I (I ; I . � 1 I GRADING ,& I i i I I HORIZONTAL 1"=20'_ � I I I, I � I I I I t I � I .L- ______..__.__� I I I i* I . .I I . i I I I i ALE, 11 � I I PLOTTING SO . i t I I ! PA VEMENT � PLA -I I __ ' � I I I I FILE NAME: 1 13-249 � I . I I � I-- . __ . -­­ ��­ I -_ I � I . : � . � I ­ 11 ­ . - I - I 1.11- -1 I I ­ t'' 11 ­., ­ ­ - . - .1 1. I - � � . I- .: , I . .- ­ -.1. 10100IIIIIIIIIIIIIIIIIIIII ' ' " LL 0 . . ­. 1-11 ..'' . ­­..':­­­. ­­ ­­ .1.1-1 m I ' ' ____ = ---.- - - 0- __ ____ =1i _ ADDENDUM 1 REVISIONS I- __ im� I I '. IL. � I - ___ __ ______ W01IIN .1 � .. -1 � ­ .... r I I .... 1. ": " .1 -1111.1111 -1 � I ­ . - 11., ­ = .'_ t - I . fif-ff-Wk . r � THE SEAL APPEARING ON THIS ff ois OF I 'I --­-"'��-,._ � . I * * ... . DOCUMENT WAS AUTHORIZED BY , ....- P:N -'. . .. , - f *i, -3 III* ft % . . r hl�% DEVEN L_ DOYEN, P.E., 4.0 1h - fltz. ering u r .. .................. " . I. . .."ho E e IT I LICENSE NO. 109835 % IT: - .. . .0 U . ". .. .. . . . ; .. *;.� I AUGUST 29, 2013 -4 ­­D'E"V'EN L DOYEN & . .... T , Suite A � '% ... % .......................... . ­: "I ... *. - .. .. College -Station, Texas 7.7845 ISSUED FOR CONSTRUCTION v %-..,, " ..' ,Iz- 01 I s .ft �. ' 11 979.764.3900 TBPE NO. 12327 . ... .... S __ __ I � - DRAWN APPROVED JOB NO. � I DATE . - " '149F SURVEYED I DESIGNED I � -_ - _ - r_�TM-x NOW 0 KERR DLD I � 13-249 , REV. AUGUST 2013 FIRM # 1 7 DLD JPS SCHULU ENGINEERING, LLC i I I I . . I r � I 7 � . . I � I . I I I I . � i . SCALE � . i I � I . o � . � � .1 I I � ii I I I! ' I i I VERTICAL N 1A I � I . I : 1 � I (I ; I . � 1 I GRADING ,& I i i I I HORIZONTAL 1"=20'_ � I I I, I � I I I I t I � I .L- ______..__.__� I I I i* I . .I I . i I I I i ALE, 11 � I I PLOTTING SO . i t I I ! PA VEMENT � PLA -I I __ ' � I I I I FILE NAME: 1 13-249 � I . I I � I-- . __ . -­­ ��­ I -_ I � I . : � . � I ­ 11 ­ . - I - I 1.11- -1 I I ­ t'' 11 ­., ­ ­ - . - .1 1. I - � � . I- .: , I . .- ­ -.1. 10100IIIIIIIIIIIIIIIIIIIII ' ' " LL 0 l : OWN 11, n - m UTILITY NOTERt STATE HIGHWAY 40 (WILLIAM D. FITCH PARKWAY) _ VARTA LE WXITH R,O,'(><r 1. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER BRYAN TEXAS UTILITIES (BTU) PLANS & SPECIFICATIONS. ...... ..: , .. ... 2. STRUCTURAL , • ,. "' •' ;4 ;' ; .' BACKFlLL AREAS ARE DEFiNIII AS ANY TRENCH SECTION UNDER OR V47HiN 5 OF PAVEMENT 3. PRIVATE WA ! WITP-.UM„�2 UNE AND PRIVATE SANITARY SEWER UNE CONSTRUCTION SHALL BE IN ACCORDANCE • dr1 ,, , S •,• H iNE BING CODE CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE ...� 4 4 :.- .,.•; �•• 4. PRIVATE WATER &SEWER UNE SERVICE MATERIALS 70 8E ACCORDANCE WITH PLUMBING CODE • 4 ; 5. CONTRACTOR " CONDUIT AND/OR LINE INSTALLATION FOR TELECOMMUNICATION •-: ': � •. , : •. ' • a r SHALL. COORDINATE CON 7 / .1 15 PUE 10 ELECTRICAL PROVIDER$ FfiR. THE, SITE. ;.... 8460/t EASEMENT 5356/176 6. DEPTH OF THE EXISTiNG WATERLINES TO 8E VERIFIED BY THE CONTRACTOR 4♦ - a2 - • AE AE AE AE --AE A --- AE 7. REFER TO PLAN VIEW FOR WATER SERVICE UNE LOCATIONS. £' E. AE AE AE AE E GAS GA GAS E AE E P _" GAS GAS GAS GAS GAS GAS GAS 8. FINELY DIVIDE EARTH FREE pF RpGK LUMPS ANQ GLAAS EXCEEDING 6" SHALL BE PLACED BY HAND, GAS GAS .GAS ;. -_-= �:G S GA5 : ., q • _. ---- AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL EQUIPMENT. 9. ALL CONCRUC BLOCKING SHALL BE MIN. 28. DAY STRENGTH = 2000 PSI. " 4: I I 10. ALL. 'THRUST DLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AREA OF ' '•. {. ' :. ' ' • ,e •' • .... rr : CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. I - SCALE IN FEET . y •.: _ •. •' •_ •:' : '• : ", � '' I 11. WATER MAiNS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS RFACHFJ:I 7 DAY STRENGTH. I :.' : :fi.•.. ; ' 12. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERW.I5E DIR£CTEQ.. ee • a • •• Y._ , 13. THE FiRE SUPPRESSION UNE SHALL HAVE A LOCKABLE UD ON THE ISOLATION VALVE. THE LOCKABLE .; .•I UD SHALL SUPPLY THE SAME PROTECTION AS THE AMP. OR USA, U.562 LOCKING UD AT A MINIMUM. 25' PRIVATE CROSS y ' t . :e • :. •.: • • .....LTJm AN ALTERNATE LOCKABLE UD SHAD. BE APPROVED 13Y COLLEGE STATION UTiE111ES DIRECTOR OR HIS ACCESS EASEMENT . •: • ; . .• .... , . _ - . _ DESIGNEE. •. / t- I ., ' • •' ,..,a- �-••-- _ - PUBLIC WATER NOiFSe ., : I '' WATERLINE P •. 4 .. '-..., •..•.. - __ � .�---- 1. ATERLIN .IPE MATERIAL 6" & 8 P - A C-900 CL 200 . ._ ._ � D EXISTING OVERHEAD VC, DR 14 (AWw ) r r✓ _ eie� sa, rc� ELECTRICAL LINE a: ,• • .Y _ m 2 EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA T r%( 3. REFER TO FIGURES WI & W2 FOR DETAILS. I 70' PUE .` ' •a ' , : '.� �' , •r•< . � : � I • 7574/76 a I• i - - r - H.,•. - - y". ♦ - .. PROPOSED BUILDING ;I I O4 STORY .. �+. 25 MAX BUILDING HEIGHT. .. FF = 317.00 _. c m - I .. < •.: .... • .. 1 D, 484 r-� . ;.° �✓ v { REFER TO M.E.P. .. I • • . • •.:..:.. .'_ .e.. •. >, . • • e FVI 10' ELECT R ICAL A.DRAWINGS FOR 6UI.)INs QONECON EASEMENT y \ ' : •' . , 5356/176 / \ o FirnNc #t I PROPOSED 6 !SOLATION VALVE II 6" IRS . , I 'M o• . ! BUILDING CLEANOUT I- SEE UTILITY NOTE 13 ••o : ;;;.� •' _ LINE FIRE HYDRANT .. .� . • • FL 308.30 , - a:. - .••, • - . • _. , •. ,, .. . �_..SEM �n AS BLY I.r..: :.. ' .... , .. � � � ( to' ELECTRICAL t I � PROPOSED 8" x 6 REDUCER EASEMENT I PUBLIC ' a: ' • • e FITTING #3 FIITLNG �2 773/5'12 1.5" WATER " 8 90' BEEN UTILITY . I 6 45' BEND SERVICES m ."'. . „ FL = 3a " I PROPOS EASEMENT .• .; 9:.'.: ' . ," , FL 307.90 PROPOSED 1.5, rn " t . 4.. y REFER TO M.E.P. 6 FlRE NE I : STORM FL = 308.77 FOR PIONS WATER SERVICES y 's " " SEWER FL = 307.35' ' ' •• �''. ' •°� = .2 . • . DRAWINGSTRAP LOCATIONS . N II m PROPOSED $ X 6 .TEE STORM FL = 309. J' I j i .... CD I • : , _ ... ; .d 6 INNG LINE WATER FL = 311'czT " % LYI 4 WATER •. 6 CLEANOUT I W _ - SERVICE TAPPING/ ST I • .: : 2 ... • 5 ST 6" 4W BEND' 1" WATER SLEEVE & VALVE v.• ;•- p _ - �' T u. I D . ,., :�• ___.• T / METER e . ____� ST 6 45' BEND \ ... d. • ` .: ST AROPOSED PUBLIC .. • I • • ' , ,' - . s '" B' WATER UNE 1" IRRIGATION " I 4 WATER SERVICE s S oo METER Imo. ' '•• a .. , : •. - r►.../ I :• ... , , • , ., ° � ST INSET A- I 1.5" WATER SERVICE ` 2 I TYP. TO EACH METER) - ,. I t_ :.:.' •.: r• STORM FL - 307.83'w SEWER FL = 306.86 I 8" WATER LINE INSET A b:: 2 FITTING #5 I I ( NTS ,. ; Q �"' 6" 45' BEND - I - •. ` •t : • �' • '' •' tIl 20' WATERLINE a: • _• • W/CLEANOUT EASEMENT r . ,•. ; .4 .... 2 FL = 306.65 3989/133 &776/145 10' PUE 7564/269 to cn PROPOSED ) aI , m - .. 15 P.U.E I •. .. �.- :..'... PROPOSED STORM SEWER - I , io I PRIVATE ACCESS EASEMENT I I ,.... �: .2 .:(WIDTH VARIES, 60 1YP. I 7589/171 I a I I 1 60' PUBLIC ACCESS 1 co EASEMENT 11019/281 . vs CONNECT 70 / .. .. .. ; FirnNG 61 " EXISTING B � '! a 8 INUNE CLEANOUT $ . a a 5 66 WATER UNE FL 30 . STUB I ° a% i •.- c 7 �• .. FITTING •e � r a.. • . "• 6 11.25' BEND i....r . NON 4 w Gt EANOUT I. ,4 ..: STRUCTURAL. PAVEMENT ... .• .. .. / • ,;,. ; .,..'• • .. • . ••.. .2 :: ` � • STRUCTURAL T RE .. _ .. BACKFlLL STRUCTURE FT_ 305.29 ..'•'' -•• . a .. • : •• ' • : BA LL .. _ CLEAN, EXCAVATED MATERIAL CKFl I . • I ..•,-"` // . • .. • , • , .. ,, - : '• i PER PAVING a BACWLLE0 AND COMPACTED PLAN „ 4.• . :Y •�' DING TO EXISTING B WATER UNE c1 ACGOR • FTiii NG t3 cA .. ,..' d ... _ �.•- Y 1 : ,• 8" 45' BEND I' a . ,_• a CEO -TECHNICAL. REPORT 4' W/CLEANOUT /"' j$ 6' r�2 ♦..p i.. ii a I FL 3D5.07 I ay��� . ' d T SFAS!-- a•• ,I5T! G' .• C OMPACTED .,IGlI1� 'ETI N .✓ I fJI . , 1e r'" , $ LIZED SAND. 1i¢ SACKJCY. ST}7RM aP. , v. (ISTING r r. e. a : �. _. o 0 b(iST1NG STORM INLET !O{i TiN 9� -- - .- S / Y' . • �,i + . TIE INTO EXISTING '/ n000° PUGMILL ONLY. SPADE BY STORM INLET S --- .: '' A• : • ' .. .... ; . e . �2 >000 ,..... SEWER UNE ...--'' .. �.• .' .. `' ' :• ' ,, o o° LIFTS INTO PLACE. TO FILL ' ,../' •. •',• � .... ; • : • 6' 4S BEND!'•. •..:-',. = -: • � �': ' . � • _.,,, VOIDS AROUND PIPE. . •y rV ,y2r 4' o - w r'•'.a\ .• � ALL : .. - • .. S „ .. • : • : „ •. MANUALLY CONSOLIDATE AT ST- W CLEANOUT 12 MIN ,�;r T I :. _..,.�,-•-- FL 304.44 -•� d ' -�- ;; ,!✓. •„" .- 2 ..%:' ,/" .i, OPTIMUM MOISTURE. TO BOTTOM 4 OF PAVEMENT STRUCTURE OR EXISTING 12" :,_.q ------ . .--.' $ a : r' . ' -' j /'' �" WITHIN 12r OF FiNLgiM O WE _ UNE [q it ( *C" j��' / WATER '. : z.: ��}���� •.• .• ,'a< I C , ;a ~y I O.D. o FIFE ' -• g• .. . •• . _ „ , • . .. •.: • •. ••e •� • •, SAND. SPADE. r BANK 1r FTS INTO PLACE. 12 ---W--12 • ' r B IN »: BY U a ..'" •a: A (s ) TSD FILL ALL VOIDS ., a .... •.. :4,, m • • k : .,.-�'' '' I fir •PIPE AROUND PIPE • ----' _ .:�-.; : ,, . 4 O .. ; ' . .' 'a ... • ; • ; a :� . .. ' o . ""�� �.:.,.- O.D. ^ a 4 .4 v _ ' o • ' BOTTOM SHALL BE • i _ .- THE TRENCH STORM SEWER 2 NG � dam' EXISTi ��'� r �GRADED SO AS TO PROVIDE UNIFIORM ,Q •� ..--" 12 MIN. I �•• AND CONTINUQUS .SUPPOtT FOR THE. �. .' :.•-�" PIPE BARREL.. BETWEEN BELL HOLES ...�' ✓ EXISTING 12 WATER UNE '• .'' Vie.. ' :' ' +j{ 4. I o .--- AND TRENCH BACKFILL _ :�Y I BEDDING A A a `'• ' ..- SEWER .a , . '.::.: •. -_ : � •• . � • " '; ''• ' .. .. .. .'' ��•,:'- r--,_ EXISTING FIRE HYDRANT PVC SANITARY TAR T DETAIL FOR , y. ' t � ..t Oma' •-,,,�.. I d 51' fl :•' y Y �-- ' i AND WATERPIPE IN.T.S. _ • . •: •'$' EXISi1NG 8' SEWER UNE -S-B I l I 1 T rn . -I tOTISTiN B G EWER LINE I S I _ I I I THE SEAL APPEARING ON THIS /fro DOCUMENT WAS AUTHORIZED 8Y to hultzEnIgineering,'LLD ICEN L. DOYEN, P.E., a`"* _� '`i A LICENSE N0. 109835 ti AUGUST29, 2013 , *'....................OYN't' 2730 Longmire, Suite A ......... L DOYEN, College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE I �00 FIRM 12327 KERR - DLD DLD JPS 13-249 REV. AUGUST 2013 ! SCHULTZ ENGINEERING, INEERING, LLC 2 ADDENDUM 2 REVISIONS DLD 08/29/2013 1 ADDENDUM 1 REVISIONS DLD 07/16/2013 MARK REVISION BY DATE THE SEAL APPEARING ON THIS /fro DOCUMENT WAS AUTHORIZED 8Y to hultzEnIgineering,'LLD ICEN L. DOYEN, P.E., a`"* _� '`i A LICENSE N0. 109835 ti AUGUST29, 2013 , *'....................OYN't' 2730 Longmire, Suite A ......... L DOYEN, College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE I �00 FIRM 12327 KERR - DLD DLD JPS 13-249 REV. AUGUST 2013 ! SCHULTZ ENGINEERING, INEERING, LLC 1 r •r A' 4 0.•• ' ia' '•A _ 9 PUBLIC W _ a S• 't. 1 : a • AY3� Ly L• 'l. ,ys . a' 4' n :f -F 1 _ •APR COS S C Q • ! i �: FITTING �J7 0 END 5' d •. ' 6" X1.2 B �: , - ,•• " = I • I Flrn � :..: .'•R . a LEANOUT ...._ 6" 45 BEND 2 � c- I, ,• _ •----sT---ter--sr • sr s . I :... ` �.' F1 305.29 " '_ G7 G7 ( ! tDl1 ::.. S-6 S-6 w/CE EANOiJT .,• ; . : A C FL 306.65 Y i. 'r '!>'°• _ STA. - 1+67.90 _`� °S• -=1 �,:l�x���� � CONNECT TO EXISTING 8' WATERLINE l L . % - F1Ti1NG 6 r r r _ I O • • • " i� FITTING.#4 �4 CP W/8 x 4 TAPPING 5LEEVE &VALVE O •.' i . ;:. `. /� 6 INLINE CLEANOUT 6 INLINE CONNECT 713 r : a;• { FIT[iNGe FL = 305.66 y .0 EXISTING 8" S` F307.40 y°.•;' WATER ONE Z R f �/ W/CLEANOUT `� STUB H� WATER ONE ; • s: FI = 305.07 • a D 1+00 2+00 4 . EXISTING • : •t 1 f 8' WATER ONE ;.n. •. pp W-$ \il-$ W- W `• � • :.0 STA. - 1+813.62 `'�`a::• ''00 TIE INTO EXISTING S� ' •. ' '8 t r- _ _ EIRE HYDRANT ASSEMBLY 45 i ., , SEWER LINE 6y FITTING BEND ..: •:�. !: ..�`�' :.•. t'A W/VERTiCAL EXTENSION 6" 45 HENb FL a 3071 • PROPOSED 5TA. -' 1+73.40 ST IT ----© l ••r \ •-- A,�; � ! W/ CLEANOUT 90 > .' • q't 15 PUE 8' x 6' TEE ", FL = 304.44 • ` EXISTING MANHOLE #1 to N ST --- 6" MJ GATE VALVE _ , .-c , ',•.... • STA. - 1+75.72 G7 TOP31200 8" x 6' REDUCER J' y . _ _.IT •."_p Cp to 5 FITTING #1 _ FITTING #2 6' 90' BEND BUILDIfiG CLEANOUT i FL - 308.34 .----3y 3H - 3b' 3d .:3�.` �V b 3V 3y 3b �d � 3d 3d '� , I •t. ... �• ' FL 308.27 3 4 U) 3V - ELECTRICAL iI!20' WATERLINE EXISTING OVERHEAD EASEMENT to • 'r::;•••:;.:. 10 ELECTRICAL EASEMENT EASEMENT ELECTRICAL LINE 5356/176 :• "•.. ` 3989/133 & 776/14-5 773/522 SCALE E IN FEET NON- I NC RAL PAVEMENT? STRUCTURAL 1 A LL STRUCTURE CLEAN. EXCAVATED MATERIAL BACKFILL I BACKFI PER PAVING BACKFILLED AND COMPACTED PLAN ACCORDING 70 CEO -TECHNICAL REPORT COMPACTED CEMENT STABI- LiZED SAND, % SACK/CY. aooao PUGMILL ONLY. SPADE BY ooaoo LIFTS INTO PLACE. TO FILL i :..:"" ALL VOIDS AROUND PIPE. 12 MIN • :.,; `L• MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. TO BOTTOM �•� OF PAVEMENT STRUCTURE OR WITHIN i2' OF FINISHED GRADE 320 320 7410 328 PIPE O.D. �." BANK SAND, SPADE 40 40 20 0 SCALE E IN FEET NON- I NC RAL PAVEMENT? STRUCTURAL 1 A LL STRUCTURE CLEAN. EXCAVATED MATERIAL BACKFILL I BACKFI PER PAVING BACKFILLED AND COMPACTED PLAN ACCORDING 70 CEO -TECHNICAL REPORT COMPACTED CEMENT STABI- LiZED SAND, % SACK/CY. aooao PUGMILL ONLY. SPADE BY ooaoo LIFTS INTO PLACE. TO FILL i :..:"" ALL VOIDS AROUND PIPE. 12 MIN • :.,; `L• MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. TO BOTTOM �•� OF PAVEMENT STRUCTURE OR WITHIN i2' OF FINISHED GRADE 320 320 7410 328 PIPE O.D. �." BANK SAND, SPADE n SCALE E IN FEET NON- I NC RAL PAVEMENT? STRUCTURAL 1 A LL STRUCTURE CLEAN. EXCAVATED MATERIAL BACKFILL I BACKFI PER PAVING BACKFILLED AND COMPACTED PLAN ACCORDING 70 CEO -TECHNICAL REPORT COMPACTED CEMENT STABI- LiZED SAND, % SACK/CY. aooao PUGMILL ONLY. SPADE BY ooaoo LIFTS INTO PLACE. TO FILL i :..:"" ALL VOIDS AROUND PIPE. 12 MIN • :.,; `L• MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. TO BOTTOM �•� OF PAVEMENT STRUCTURE OR WITHIN i2' OF FINISHED GRADE 320 320 7410 328 PIPE O.D. �." BANK SAND, SPADE BY Lir 1* INTO PLACE. To FILL ALL VOIDS PIPE AROUND PIPE. Alignment Data: 13-249 WATR to: 13-249 SSWR Number Start Station End Station Length One/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start Easting End Northing End Easting L9 0+00.00 0+28.73 28.73 N68' 22' 54•"W 10188844.22 3577995.20 10188854.80 3577968.49 LID 0+28.73 0+68.73 40.00 N4V 52' S4"W 10188654.80 3577968.49 10188882.65 3577939.77 Lit 0+68.73 0+80.73 20.00 N46' 52' 542"W 10188882.65 3577939.77 10188896.32 3577925.17 L12 Ot8B.73 1+09.50 20.77 N46' S2' 54"W 10188896.32 3577925.17 10188910.51 3577910.01 L43 1+09.50 2+63.03 153.53 N49' 04 31"W 10188910.51 3577910.01 16189011.09 3577794.01 SCALE E IN FEET NON- I NC RAL PAVEMENT? STRUCTURAL 1 A LL STRUCTURE CLEAN. EXCAVATED MATERIAL BACKFILL I BACKFI PER PAVING BACKFILLED AND COMPACTED PLAN ACCORDING 70 CEO -TECHNICAL REPORT COMPACTED CEMENT STABI- LiZED SAND, % SACK/CY. aooao PUGMILL ONLY. SPADE BY ooaoo LIFTS INTO PLACE. TO FILL i :..:"" ALL VOIDS AROUND PIPE. 12 MIN • :.,; `L• MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. TO BOTTOM �•� OF PAVEMENT STRUCTURE OR WITHIN i2' OF FINISHED GRADE 320 320 7410 328 PIPE O.D. �." BANK SAND, SPADE BY Lir 1* INTO PLACE. To FILL ALL VOIDS PIPE AROUND PIPE. Alignment D to: 13-249 SSWR Number Start Station End Station Length Una/Chord Direction Radius De a DOC Mid Ord Tangent Start Northing Start Easting End Northing End Easting Lt 0+00.00 0+10.78 10.78 N5T 16' 53"W ADDENDUM 1 REVISIONS 10188658.79 3577899.85 10186664.29 3577890.58 L2 0+10.78 0+67.71 56.93 S75' 43' 07"W 10188664.29 3577890.58 10188650.25 3577835.41 L3 0+67.71 0+87.71 20.00 N61' 19' 31'W (' 10188650.25 3577835.41 10188659.84 3577817.86 L4 0+87.71 1+07.71 20.00 N50' 04' 31 "W . I 10188659,84 3577817.86 10188672.68 3577802.52 L5 1+07.71 2+11.44 103.72 N49' 04' 31"W I 1018867268 3577802.52 10188740.63 3577724.15 L6 2+11.44 3+24.80 113.37 N04 04' 31 "W 10188740.63 3577724.15 10188853.71 3577716.09 L7 3+41.80 3+59.14 34.34 N40' 55' 29"E I 10188853.71 3577716.09 10188879.65 3577738.59 LB 3+59.14 3+61.14 1 2.00 1 N49' 04' 31-W 110188879.65 3577738.59 11011138880.96 13577737.08 SCALE E IN FEET NON- I NC RAL PAVEMENT? STRUCTURAL 1 A LL STRUCTURE CLEAN. EXCAVATED MATERIAL BACKFILL I BACKFI PER PAVING BACKFILLED AND COMPACTED PLAN ACCORDING 70 CEO -TECHNICAL REPORT COMPACTED CEMENT STABI- LiZED SAND, % SACK/CY. aooao PUGMILL ONLY. SPADE BY ooaoo LIFTS INTO PLACE. TO FILL i :..:"" ALL VOIDS AROUND PIPE. 12 MIN • :.,; `L• MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. TO BOTTOM �•� OF PAVEMENT STRUCTURE OR WITHIN i2' OF FINISHED GRADE 320 320 7410 328 PIPE O.D. �." BANK SAND, SPADE (6' MiN) BY Lir 1* INTO PLACE. To FILL ALL VOIDS PIPE AROUND PIPE. 2 ADDENDUM 2 REVISIONS DLD 08/29/2013 1 ADDENDUM 1 REVISIONS DLD 07/16/2013 MARK REVISION BY DATE (6' MiN) BY Lir 1* INTO PLACE. To FILL ALL VOIDS PIPE AROUND PIPE. O.a. PROPOSED THE TRENCH BOTTOM SHALL BE GROUND GRADED SO AS TO PROVIDE UNIFORM 12' MIN. 3 $ AND CONTINUOUS SUPPORT FOR THE 316 PIPE BARREL BETWEEN BELL HOLES BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER EXISTING MANHOLE #11 STD. 4' DIA. MH EXISTING GROUND TGP=312.00 312 AND WATER PIPE 312... --.. , PIE 8" HD 104 E PIPE. PIPE 105 24" HDPE I IIPE 1 308 10 1 .0..19.' 308 ' - 0.5' 1.10% 1• SEWER NOTES: 1.10% 1. EXISTING GROUND PROFILE SHOWN IS BASED ON SURVEY DATA 2. REFER TO THE SANITARY SEWER DETAILS SHEET FOR EMBEDMENT AND BACKFILL DETAILS. 1 1 % 3. FINISHED GRADE OF, MANHOLE COVERS -IN THE PAVEMENT OR SIDEWALK 304 1,10% 3C}4 SHALL MATCH THE GRADE OF THE PAVEMENT OR SIDEWALK SURFACE 4.. SEWER ONE PiPE MATERIAL PVC, SDR -26, (ASTM D-3034 WITH GASKETS) OR ASTM D-2241, SDR -26, CLASS 150 WHERE REQUIRED DUE TO WATERLINE CROSSING. 5. SEWER SERVICE ONE PIPE MATERIAL TO BE SDR -26, ASTM D-3034, PVC - WITH GASKETS. 6, SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH FIGURE S.300 300 WATER NOTES 1. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 5' OF PAVEMENT. 2917 296 2 PRIVATE WATER LINE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING CODE. CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE 3. PRIVATE WATER do SEWER ONE SERVICE MATERIALS TO BE ACCORDANCE WITH PLUMBING CODE 4. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. : 292 5. REFER TO PLAN VIEW FOR WATER SERVICE ONE LOCATIONS. 292 i 6. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING 6" SHALL BE 1° PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL m HAS BEGUN BY ANY MECHANICAL EQUIPMENT. cmv m 7. ALL CONCRETE BLOCKING SHALL BE MIN. 28 DAY STRENGTH 2000 PSI. 5 8. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING I o z 28$ AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. $$ �� ur 9. WATER MAiNS WILL NOT- BE FULLYPRESSURIZED UNTIL ALL CONCRETE- HAS REACHED (L OLD. I 7 DAY STRENGTH. a E a _ 10. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS 07HMMSE DIRECTED. t.!616 PUBLIC WAI NOTES _ 284 L WATERLINE PIPE MATERIAL 6' &. 8- PVC,. DR -14. (AWWA C7-900. CL. 200): 284 2. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. ~ 3. REFER TO FIGURES WI & W2 FOR DETAILS. d ,yv' ,Iq O c0 CL 3r d FL Q alM 0 0 p 0 K) 0 K) 0 0) � Q. t0 n 280 2 80 - - .. ,,,. •� t .,� A•a-ttn 4+00 THE SEAL APPEARING ON THIS tl OF DOCUMENT WAS AUTHORIZED BY i1�5��;N•".••••.�.�,4s ` - i f Itz !P'�� Y9 j'''� (� �'"' �'"1 � DI~VEN L DOYEN, P.E., �;. 1�..� i t i 1 1 e V 1 � i t g � .� LICENSE NO. 109835 it. AUGUST29, 2013 tkc •••••..••••••••::* 2730 Longmire, Suite A................. ' p�10s835 y college Station; Texas 7784.5 ISSUED FOR CONSTRUCTION :..979.764.3900 TBPE NO.12327 ='i'"•�', ....•,. !® SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE �• 0 p$1L4�� AUGUST 2013 FIRM # 1 27 KERR DLD DLD JPS 13-249 REV. 23 SCHULTZ ENGINEERING, LLC PUBLIC WATERLINE 5TA. 0+ 00 TO 2+64 PRIVATE SEWER SERVICE 0+00 TO 3+45 PLAN & PROFILE 14 rh ■ ch-, Itz Engi neeri 2730 Longmire, Suite A College Station, Texas 77845 -- 979 764 3900 TBPE NO. 12327 SURVEYED AE AE —— m APPROVED s GAS GAS . -D DLD I .o F— Total Points Required - 55541 .q * 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE 8 Non -Canopy Trees Provided* !— I I 1 a I �.o 9 j I I d D•' 1-3' IRRIGAMON SLEEVE 11 I I I 1 �• o -•o 11 I I i o • j2OCK (NOT LOOSQ OR A PERENNIAL GRASS -I 1S REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, I ST AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. ST ST 14 rh ■ ch-, Itz Engi neeri 2730 Longmire, Suite A College Station, Texas 77845 -- 979 764 3900 TBPE NO. 12327 SURVEYED DESIGNED m APPROVED s KERR � DLD JPS 13-249 F— Total Points Required - 55541 4 Canopy Trees Provided & * 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE 8 Non -Canopy Trees Provided* !— I Lm►. 14 rh ■ ch-, Itz Engi neeri 2730 Longmire, Suite A College Station, Texas 77845 -- 979 764 3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. KERR DLD DLD JPS 13-249 N PROPOSED BUILDING m i f 1 STORY o 25' MAX BUILDING HEIGHT i FF 317.00' I 10,484 SF 1 p Points Required Streetscape Required Provided State Highway 40Streetscape:327'/25= 14 Canopy Trees Required 11 Canopy Tress Provided & 22 Non -Canopy Trees Provided* Public Way 3 Streetscape: 253/32= $Canopy Trees Required F— Total Points Required - 55541 4 Canopy Trees Provided & * 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE 8 Non -Canopy Trees Provided* Points Required Landscaping Requirements 95,121 Disturbed Area (sf) (95121 sf /1,000) x 30 Points- 2854 Additional Landscape Points for Streetscape State Highway 40 - (327/50) x 300 Points = Public Way 3 - ((253'-65'-65')/50) x 300 Points = Total Streetscape Points= ` 1962 738 2700 F— Total Points Required - 55541 I Nil SCALE SHEET l.d LiSHOPS VERTiGAL N/P► A. 1. r A PR O r l..r SSI d G "CAPE, PLA LANDo HORIZONTAL l" = 20' GREENS PRAIRIE CENTER PHASE 2A PLOTTtNt3 SCALE: 1:1 L 0 T 1 BL O CIS 5 -- COLLEGE STATION, TX FILE NAME: 3-249 I, 1-3' IRRIGATION ILL I !— I 1-3' IRRIGAMON SLEEVE 11 I 11 I I 3> m GENERAL NOTE: 100% COVERAGE OF GROUND OVER, bECORATNE PAVING, DECORATIVE • j2OCK (NOT LOOSQ OR A PERENNIAL GRASS 1S REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY, ST AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. ST ST ST rF li li IRRIGATION SYSTEM NOTES: ca, -� 5T ST �T r i� i � i ee�e i 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE IN iTALLED BY A CERTIFIED INSTALLER. BEFORE _ 1-3" IRRIGATION SLEEVE I I I A CERTIFICATE OF OCCUPANCY IS ISSUED.` ' i IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE V ACUUM BREAKER, A REDUCED PRESSURE. CQ i I I PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. mow" I I on" I, i i 1` iRRIGATiON METER _I - I �I mI 3, ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON IN - TALLATION AS PER CITY ORDINANCE 2394. �i I I D ( I 10 _ I� I I I , I I I I _ 20 10 0 20 i I m - SCALE IN FEET I mom I Nil SCALE SHEET l.d LiSHOPS VERTiGAL N/P► A. 1. r A PR O r l..r SSI d G "CAPE, PLA LANDo HORIZONTAL l" = 20' GREENS PRAIRIE CENTER PHASE 2A PLOTTtNt3 SCALE: 1:1 L 0 T 1 BL O CIS 5 -- COLLEGE STATION, TX FILE NAME: 3-249 I, i PEDEST�[RIAN FACILITIES cRoss skoPE NOTES. DETECTABLE WARNINGS 20/a MIN._.. CROSSWALKS: i. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH BIC$ UNIFIED DESIGN GUIDELINES. GENE ISI, NOTE GENERAL NOTES: DETECTABLE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC G 0 S S JOINTS TO BE TOOLED 1" DEEP AT INTERVAL EQUAL THE SIDEWALK WIl7H. EXPANSION JOINTS • SS SLOPE ,. 2. FINISH: LIGHT BROOM FINISH. INT z WARNINi� SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS. - CRO 40' O.C.,CONTRACTION JOINTS @4' O.C._ p i. CURB RAMPS MUST CONTAIN A DETECTAA. 'WARNING 1. AL 1 �I.i�P�`i A�MAXIMUM ALLOWABLE, THE LEAST SIDEWALK THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION OSSSLOPE o @ a O SURFACE THAT CONSISTS OF RAISEDTRU�CATED I POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY CR o 2°lo MAX., i /o MIN. STRUCTURE ADJACENTTO SIDEWALK DRIVEWAY INLET BOX CURB JUNCTION BOX, ETC.) ti J- FOR PEDESTRIANS TO CROSS THE ERE PE INTERSECTION AS THETEXAS 2/oto 4% ,�„_ � S. DOWEL IN AND TIE 70 ANY CONCRETE STR ( }.. LA DOMES COMPLYING WITH SECTION 4,29 OR� SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE •�-- WITH #3 x 12 BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C. cow WELL AS INFORMING DRIVERS WHERE PEDESTRIANS ACCESSIBILITY STANDARDS AS . THE SURFACE MUST OF APPROACH SIDEWALKS AS DIRECTED. Tin t,� i w>w MAYBE PRESENT. NOT ALL LOCATIONS EEO THE ((TT )) FACES Cr.111,1T° Cd CONTRAST VISUALLY WITH AUJOtNING SUI? PAVEMENT Ct j A� TED TO A DENSITY AT LEAST 98 /o OF MAXIMUM DR, DENSITY AS CROSSWALKS MARKED; HOWEVER, TYPICALLY. v� RB 1,� h 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED �_ tua_ I ST ASTM 0698 STANDARD AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT at -n �- COLLECTOR AND ARTERIAL STREETS DO. AS STATED INCLUDING SITE FLARES, FURNISH DARK BROWN OR 2. LANDINGS SHALL BEA 5 X 5 MINIMUM WITH A MAXIMUM DETERMINED BY PROCTOR COMPACTION TE (STANDARD) �� DARK RED DETECTABLE WARNING SURFACE ADJAGENTTD 2/o SLOPE IN ANY DIRECTION. z: - ::: ::: 4 MAX. IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE T E LENG t H OF SIDEWALK. _ :AA; g a)*:�F UNCOLORED GONCRE7 E, UNLESS SPECIFIED ELSEWHERE A YAM ,c=AA5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR EN IR z :Y�.�.0 :R9aA. AND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS ty 4; :#)3DB; apbr LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS, IN THE PLANS. SHALL BEA MINIMUM OF 4'X4' WHOLLY CONTAINED WITHIN B TYP tt a:3i . SEAL WITH EXPANSION s*t1 t3zr xs 4 2. DETECTABLE WARNING SURFACES MUST BE SLIP THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL NOTE: JOINT MATERIAL SMOOTH DOWF1. BAR THE CITY OF BRYAN S PREFERENCE FOR MARKING " RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. VEHICULAR TRAVEL PATH. Ltj N " Q CROSSWALKS 1S THE LONGITUDINAL (OR-LADDER- REQUIREMENTS LADDER THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE 112 0 X 1B" 12" O.C. STYLE).7HE CITY COLLEGE STATION'S 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND U E ENTS - BERMS MAY BE REQUIRED 114 R (COATED WITH HEAVY � PREFE'RENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%. REQ IRM 314.. GREASE � , OUTSIDE OF THE SIDEWALK. ) HOWEVER, IN THE NORTHGATE AREA ADJACENT TO y 3 -0 MIN. \,-6"MIN. FACE OF TE THE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY �. 5'-0 VARIE9�; " SCHOOL OR SCHOOL ZONES, AND 07�1ER HIGH 4. SHADED AREAS ON SHEETS 3 AND 41NDICA E , 10 MAX. CURB BLE WARNING WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS . • .:. : , • . • . : PEDESTRIAN CROSSINGS, THE LONGITUDINAL OR APPROXIMATE LgCAT10N FOR THE DETECA •,. „ „ " (( THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS y • ; „ _ -. `} E _ °AMAX. l LADDER STYkE) IS PREFERRED. DEVIATION FIidM SURFACE FQR EACH CURB RAMP TYPE. - - - - 2/ L PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THESE PREFERENCES WILL BE ALLOWED ONLY WITH • : ---- + S. DETECTABLE WARNING SURFACES SHALL BEA MINIMUM OF THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. TYPICAL PLACEMENT OF DETECTABLE WARNING THE APPROVAL OF THE CITY ENGINEER. „ 24 IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, OTHERWISE, PROVIDE FLARED SIDES. " AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR t RECYCLED MATERIAL 112" : ;i. ,: a`„ c SEE NOTE 4 i A 5 4 • '� • • � • . w y y y ,,, � N LANDING AT STR F.D. F. THE LONGITUDINAL TYLE MARKING SHALL BE 2 6: ADDITIONAL INFORMATION O C PLOCATION, • w w alk li THICK AS MANUFAGT{1RED SURI'ACF O EF.T G LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS ATI N N URB RAM �, , . • • ,hal a w y y ne " WIDE AND 8 FEET IN LENGTH SPACED 484NCHES DESIGN LIGHT RELECTiVE VALUE AND TEXTURE MAYBE \. A $I w BY J.D. RUSSELL CO.OR 3 LONG METAL OR PLASTIC CAP INSIDE APART. THE TRANSVERSE MARKINGS SHAD. CONSIST THE STREET. a w APPROVED EQUAL DIAMETER TO BE 1116" GREATER -THAN - L FOUND I THE CURRENT EDITION OF THE TAC - OF UNMARKED 12 {NCH WIDE LNES SEPARATED BY 6 FEET 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO ACCESSIBILITY STANDARDS AS AND 16 TAG 68.102. DIAMETER OF DOWEL BAR. CAP MUST �7Cr nn (TAS) q • • •. • • - • #3 BARS @ 12 O.C.E.W. OR 28 -DAY CONCRETE- S Y V � `J,1 OF UNMARKED PAVEMENT. ALL CROSSWALK PAVEMENT THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF sp \., , ` < •... y n BE LONG ENOUGH TO COVER 2 OF " STRENGTH = 3000 PSI " " h •�,.� y y .. , , .. .... n #4 BARS @ 18 O.G.E.W. „ MARKINGS SHALLALWAYSMEL=TTxDOT'S SPECIFICATION DOWEL AND HAVE STOP SO END OF (4"THICK MIN. 6 ANDA MAXIMUM OF 10 FROM THE EXTENSION S MAY 7. TO SERVE AS A PEDESTRIAN REFUGE AREA THE MEDIAN S+ „ ( ) FOR TYPE 1 MARKINGS UNLESS OTHERWISE APPROVED FACE OF CURB. DETECTABLE WARNING SURFACES MAYBE SHOULD BEA MINIMUM OF S' WIDE MEDIANS SHOULD BE Ire b CAP IS 1 FROM END OF BAR. SEE FINISH NOTE Z BY THE CITY ENGINEER. CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCES LE PASSAGE OVER OR of ,''• w w LANDING 3: •. I� PER TAS d z �' THROUGH THEM. �. !n STANDARDS tr O ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED • �"'tt= CAN BE FOUND IN THE TMUTCO. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND ' ;• : `': w> V AND CONCRETE STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE ALONG LOCAL STREETS •�•D•��+ WALK T,r �+•. P � NS �r Baa CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, IN THE PLANS. N INTERSECTIONS WHERE CROSSWALK S11J ! WW1 ] Lll l�liCl 11 V "'IOlr tz STAMPED CONCRETE,. ETC., SHALL ALSO REQUIRE MARKINGS ARE NOT REQUIRED CURB RAMPS SHALL BE (L n DETECTABLE WARNING SURFACE _ ALIGNED WITH THEORETICAL ChOSSWALKS OR AS RETRO REFLECTIVE. THERMOPLASTIC DOMES TO RUN PARALLELTO STRIPING. DIRECTED BY THE ENGINEER. SIDEWALK + � � 7 jr /' P REQUIREMENTS, & CONSTRUCTION JOINT PEDESTRIAN TRAVEL} ►JIDE Y Y ALJ1 SLOPE E J R. 4" MAX 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN S V Y t -0O ( AND USUAL IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS. 4"xa"x3116" STRUCTURAL STEEL TUBING 3'-0„ MIN. " 10. HANDRAILS ARE NOT REQUIRED O CURB RAMPS. PROVIDE 6'-0 VARIES-� - 4biY#tt SAWED OR FORMED, Q D N M R „ i '� 144' bi SIDE FLARE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES C U 8' O.C. MAXIMUM 12 O.C. 118" TO 3116 SEAL WITH EXPANSION - ;SFA;. s•o (PENETRATES} A CURB. 8 O. . MAXIMUM ° MAX. l �`+ n ct. tt.q.:oax.. (TYP,) _ JOINT MATERIAL MIN -6.-(). 2/0 x) t�tyr g ar 11_ SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT ;, LAND N R 318 R , - SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3!4" UNLESS E DIRECTED BY 5" _ _ r•: •.. • •. « A N N OTHERWISE . ... .•. SEE NOTE 4 THE ENGINEER. 6 IN . •. - .•. : .••: .•. :.•• M .::...... t SMOOTH TRANSITION 5 FACE OF 12. PROVIDE MO H i N WHERE THE CURB RAMP ..,. .. „ ^ 4 _ .., ... .,._.:. - •. 10 MAX CURB'. CONNECT TO THE STREET.. 50 .. .. .. .. _ . - 3 8 S 2 O.C.E.W. OR 28 -DAY CONCRETE # AR Q 1° 13 •-• PE SHALL O EXCEED 10 0 G , „ _ FLARE SLOPE NOT / MEASURED ALONG STRENGTH 3000 PSI T #4 BARS 18 o.c.E.w. TYPICAL PLACEMENT OF DETEC LE .CURB LINE. @ 4" THICK MIN.) �E FINISH NOTE „ EFN H 6 O.C. !�9 ION DINT WARNING SURFACE ON SLOPING RAMP RUN 4^.,x3116" STRUCTURAL STEELTUBING SIDE,VtTALK CONTRACT J ^ AL " 4x4 x3!16 STRUCTUR STEEL TUBING S Y y 2 0 i B 1x1 x3116 STRUCTURAL L I STEELTU ING. ALONG MINOR COLLECTORS GENERAL NOTES (PAVERS) SEE CONNECTION DETAIL SWEEP SAND 2 +! .MIN 8 INTO ALL JOINTS `� 118 FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL „ AND LARGER --_ MAX 24 REQUIREMENTS OF ASTM 0-936, C-33. LAY IN A TWO BY TWO a „ ``t .CONE. SIDEWALK - 218 UNIT BASKET WEAVE PATTERN OR AS DIRECTED. I 6 3»112 z LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS , y " ¢ 5x5 ...�'. . ••.• II B L z CONSISTING OFATLF..AST25PERCENT OFA FULL UNIT. CUT .: .. ,.. 112 IA. 0 T :. .. • • • ; • z „ a O LANDING i - DETECTABLE WARNING PAVER UNITS USING A POWER SAW. RTA1.1 .... r _ TYPICAL PEDESTRIAN 4 � o 0 0 M t- O a o .. - . -..• °-- ;•r . • . � vow 4 2 t-...� I a „ r- ° + ' ° .o . v o - b _ 7.5 w> '� O *a coot LAND! cawCTroNDrA�Lli T b . Ctd w> RAIL , - . ? .. ACCEPTABLE � � GUA►IZD ° b "- - W • .. - b 8 0 VARIES - " A � 0 TRAFFIC RATED , dd o b . . Min LUR'- a 3 o v ° PAVER MATERIAL { p•�p N0.3REBARAR�UND.PAVERINSET r .o o/-DETECTABLEWARNINU _ ° - . c.? Y Y 1 � 1 PAVER WITH TRUNCATED ,. a - 2/o MAX. r B DT,TTCTABI,T j4NjllUSUAL. " DOME SURFACE DETECTABLE WARNING PAVER WITH TRUNCATED.DOMESURFAGE ...._. r F�iPANS1ON INTWARNINGPATTR- TES• 1`' AX. SAND LAYING COURSE / �..: • '::.:•: n 1 MORTAR BED 5 LL CON O M TD . M .,, SEE NOTE 4 a _ .... •--AS REQUIRE HA F RGEJVE UL NO O cp:A APPLICABLE SPECIFlCAT10NS J°SIDE F E o _ ::SIDE FLARE SLOE FLARESEENOTE 3 MAX SLOP P. (TYP) CgNTROL JOINT PERMiSStt3LE VEGETATION AND GRASS COVER HAVE BEEN BAREa BY CONSTRUCTION � � )- ALLAREAS WHERE EXISTINGACCEPTABLE N MAX. T n OR HYDROMULCHEO AND WATERED UNTIL GROWTH IS 28 DAY CONCRETE SHALL BE ADEQUATELY BLOCK SODDED TRAFFIC RATED (TYPICAL) �j • � ,,,,.. S D. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED... " STRENGTH = 3000 PS! �-• BARED HE PAVER MATERIAL #3 BARS 12 O.C.E.W. OR --' @ `~-- E BE SEED D OR SOpDED W{THIN 14 DAYS OF LAST DISTURBANCE 4 THICK MtN. BARED AREAS SHALL E Q... ,i � #4 BARS 18 O.C.E.W. (( yy @ $EE FINISH NOTE �oeaesM/ 1 THAT --FACE OF APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME H T EARTH HAS SIDEWALK PAVER SECTION B M[N. 4" I• BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS CUR 6. 6 FACE OF E AND THEN REMOVED BY CONTRACTOR. No. 3 R BAR AT ESTABLISHED AFTER CONSTRUCTION IS COMPLETE CO l 11 ECTORS (TYPICAL) 4 RAMP WIDTH (TYPICAL) CURB ALONG MINOR OR { 18"(M ON-CEN'iER �i (TYPtcaL) TR DOMB PATTERN BOTH wA�rs L ES SHOULD BE CLEANED OF SILT EVERY RAIN. CLASS ACONCRETE-SHALLCONFgRM ALL EROSION CONTRA MEASUR SH F AND LARGER CVI?B RAMP TO APPLICABLE SPECIFICATIONS ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN ACCORDANCE WITH TXDOT STANDARDS TYPICAL "B V.L[-1TORY IZAM� WI t RETE SIDEWALK, , REFER TO SPEC 31 1723.23 PAVEMENT MARKINGS FOR ADDITIONAL LOCAL REQUIREMENTS. L C NC S • ( ) � � L�.,D VfTINGs DETECTABLE ��AI�I�TIN G PAVER si'CTIONA A _ SWI -02 SW2702 I [SW2-03 CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS, CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND O SH STOPINE LOCATIONS STOP LINE LOCATIONS SHALL CATIONS BE IN 4' BE AS SHOWN ELSE=WHERE IN 4 , THE PLANS. THE PLANS. " VARIES *"VARIES 3116 NOMINAL VARIES NEENAH GRATE BOLTED IN PLACE OR APPROVED ANNULAR SPACE EQUAL . GREEN SPACE 3' L`Q4 SIDEWALK : s $, •:'' � '+, �� = S u S 4. • . •�' m DETECTABLE: WARNING s' SIDEWALK-.' - '' y a h ¢ SURFACE o.4 BARS �t2 - AMP z f OfEl 12:1 DETECTABLE , MP S (TYP) VARIES :. WARNING PROPERTY LINE -_ _ SURFACE PROPERTY LINE �y _ TRENCH GRATE MAY ONLY BE ?s 41& ALLOWED WITH PRIOR APPROVAL 45 FROM THE CITY ENGINEER AND DIG ?S; G3, WHERE THERE IS NO OTHER . STORM SEWER SYSTEM ,pq ,p lr t?� • AVAILABLE. **23' (10'CURBRADIUS}9,hr ,-,> '.' I' 21.5' (20' CURB RADIUS `.>• 9,��fi 16.5' (25' CURB RAD1U5� F`.P ul Z *" 23' (10' CURB RADIUS) � CROSS SLOPE NOT TO EXCEED w 2% DR BE LESS THAN 1% ON ANY 4 21.5' 20' CURB RADIUS 18.6' �25` CURB RADIUS; PORTION OF RAMP OR TRANSITION TO STREET > •°' - .• '� .:;:; '. "` °•' ' ,l ►. 3c CROSS SLOPE NOT TO EXCEED ' 2% OR BE LESS THAN 1% ON ANY • _:.: F = ;--�•:-' I' PORTION OF RAMP OR TRANSITION TO STREET 5' 3` 8' lsomeiuc View 51/6' SIDEWALK AMBULATORY S' SIDEWALK. AMBULATORY' SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION TRENCH GRATE SW3-Q2 SW3-00 SW 3-01 CROSS SLOPE NOT TO EXCEED CROSS SLOPE NOT TO EXCEED CROSS SLOPE NOT TO EXCEED 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN I% ON ANY PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION TO STREET TO STREET TO STREET P� ti� r►� ��' o`�� O��y O�J� V ,I PROPERTY PROPERTY PROPERTY LINE LINE DETECTABLE LINE LE DETECTABLE' WARNING SURFACE WARNING --- SURFACE 1 WARNING E .{-. 8'SIOEWALK 11� 1.1'1 z RAMP* t„ &'SIDEWALK RAMP* ..: � 1:12-,i k"', II'it ea SLOPE Z 3a SLRAMP* 5' SIDEWALK OPE $ !E SLOPE MAX. 3 EXPANSION JT. & 3' EXPANSION JT. & SMOOTH DOWEL BAR, 112" DIA. X 16", WITH SMOOTH DOWEL BAR, GAPDIA. 16", WITH EXPANSION JT. & BACK SMOOTH DOWEL BAR, (GAP (T 12" O.C. BACKWIHEAVY 2X BAC COATED WIHEAVY OF CURB 6' MIN. GREASE) OF CURB 112" DIA. X 16", WITH B' MIN. GREASE) 6' MIN. CAP @ 12" O.C. (COATED WIHEAVY GREASE) S' SIDEWALK :AMBULATORY RAMP 6SIDEWALK AMBULATORY RAMP S SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION &. DRIVES AT STREET INTERSECTICJN &DRIVES AT STREET INTERSECTION & DR.IVES SW 3-03 SW3-04 SW3-05 ! NOTE: GENERAL NOTES: ;.•�2 E USED 1. FINELY DIVIDED EARTH FREE OF ROCK LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS. ' •�-,• 1. VALVE EXTENSION TO B " „ ONLY WHEN TOP OF GATE VALVE EXCEED! G 6" SHALL BE PLACED BY HAND, AND OTHERWISE DIRECTED, o 24" X 24 X 6 N • I • S DEEPER THAN 5 FEET FROM COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF . I I P ( 28- X.24" X 6" I 28 -DAY CONCRETE FINISHED GRADE. 12" OVER THETOP OFTHE PIPE BEFORE BACKFILL IS BEGUN 7. HYDRANTS SHALL BE LOCATED NO CLOSER THAN STRENGTH = 2000 psi 3 FEET MEASURED FROM THE BACK OF CURB TO THE 28 -DAY CONCRETE p BY ANYMECH MECHANICAL EQUIPMENT. A Q - G - 2000 psi I I STRENGTH O THE STEAMER O THE FIRE HYDRANT. D ACE F N H ' I I AROUND F WITH t#4 BAR A E OPERATING NUT 2. ALL VALV OP RANI D D D B AROUND b WITH #4 AR ALL VALVE BOX. EXTENSIONS ARE TO BE MADE 2. ALL CONCRETE BLOCKING SHALL BE- 28 DAY CONCRETE (' ALL VALVE BOX. L OF STEEL, SIZED AS NOTED STRENGTH = 2004paL 0 8. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANTTHEN 2 ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT- ;-' . AND PAINTED WITH TWO (2j 3, ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. A COATS OF METAL PAINT. 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON TRAFFIC RATED COPPERHEAD L g U UNDISTURBED SOIL OR AS DIRECTED BY THE ENGINEER. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE NEAREST INA 3. EXTENSIONS SHALL BEA MINIMUM , MER SNAKEP{T TEST STATION OR OF ONE {1) FOOT LONG. NOZZLE SHALL 8E 18 TO 24 INCHES ABOVE NEAREST FINAL { -w-i -.4 APPROVED EQUAL 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. 4. VALVE BOX LIDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. VALVES TO !ONLINE FERE 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRELL SUPPRESSION LINES FROM PUBLIC WILL HAVE FULL BEARING ON THE FINE GRADED T IE,T VA -A WATER LINES SHALL BE TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR USA, LL562 LOCKABLE LID. . STANDARD FIRE HYDRIN EACH BELL AND FIRE HYDRANT. GATE VALVE WNALVE BOX WATER LINE S REQUIRED I TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX STEAMER NOZZLE CHAINS 1' MIN. APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS= TO BE REMOVED BY TEE OR TAPPING 2" SQUARE AW WA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE EXTENSION WITH A A CITY'S ACCEPTANCE OF AS REQUIRED AS I G COLLAR. WORK. REQUIRED . •.. CENTt;RtN � LLA � � 1 „ T ERMINATE 4 70 5' F N!S ED GRADE 6 ! H T � A FROM TOP OF BOX. . - I BURY LINE t T s a AS EQ' ARtE ANCHOR 90 BEND 2" SQUARE AW WA NUT GATE VALV EXTENSION WITiiI 6"STD. WNALVE BOX 2 CENTERING COLLAR. , TERMINATE 4' TO 5' o: GATE VA E STANDARD FIRE HYDRANT FROM TOP OF BOX, I WITH SS E OL rs � (SEE NOT 8) 6" D.I.OR 0909 PIPE VD. GATE VARVE I 6 MJ ANCHOR o AWWA C900 WISTAINLESS COUPLING ►- PRESSURE PIPE STEEL BOLTS I . x CON RETE g BLOCKING I PEAGRAVEL-FILL a COPPER TRACERD PVC OR D.I. PIPE :WEEP HOLE VE ABO /r FIRE HYDRANT I,OcATI JIItiWIRE TRUSTBLQCK REAIA GN AS NEEDED TEE OR TAPPIN ..:; BLOCK US! 12"x12"x4" _ .:.: -.. S E&VA NG SLE LVE - •, _... ECHANICALJOINT 1 E E PRECAST ST CO GRf•C C A N BLOCK AS DIRECTED. :.: •:...: ASREQUIRED MIN. DIMENSION APPROX. W!T SET SCREW BLOCK H EQUALTO ONE BAG OF RETAINER GLANDS SACKRETE OR MEGA LUGS 6" X 12" GRADELOK WIMA. SPLIT GLANOS BLOCK AS DIRECTED RDTATETOFINA L GRADE) DE STANDARD FIRE _ . { VALVE & BOA OPTIONAr, -GATE A :HYDRANT ASSEMBLY W1-00 F2-w�-o -ED tC RAT k REFER TO TECHNICAL SECTION 2" SQUARE x 2u HIGH TRAFFIC COPPERHEAD 09 0312 FOR TRACER WIRE OPERATING NUT SNAKEPITTEST INSTALLATION FFIC RATED COPPERHEAD STATION OR OPP EAD H r APPROVED EQUAL SNAKEPIT TEST STATION OR a APPROVED EQUAL GROUND LEVE41 L 4, 90 '/ 24 x2a x6 n.va 24„ CONCRETE PAD VALVE OPERATING NUT MAX, METAL (STO.) EXTENSION DETECTOR TAPE 6" DIA x 1!$"MIN METAL DETECTOR TAPE THICKNESS STEEL PLATE w/90* CUT-OUT 48" MIN. 1" DIA STEEL ROD TRACING WIRE 1a SOLID TRACER WIRE SHALL END ' AT A TES STATION. SQUARE SOCKET COPPER T .• 2" DIA INSIDE .• Lx Il� =� 2114" DEPTH TWO 318" SET SCREWS ON (118" MIN WALL EITHER SIDE TO LOOK THE THICKNESS) OPERATING NUT. SCREWS TYPICAL UTILITY PIPE TYPICAL UTILITY PIPE ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM I, SOCKET TRACER WIRE MUST BE INSTALLED " DEAD END DIRECTLY ABOVE THE PIPE. - GATE VALVE EXTENSION - U -� w 1-o l UTILITY PIPE: LOCATION MATERIALS T1-43 BEND THRUST BLOCK NOTES: •TsE SCHEDULE B (R) C (ft) E (11) NOTES: VOLUME (c.y.) O LI 6,8•' 6.0 1.5 1.6 0.9 1. FURNISH AS SHOWN ON PLANS ' PIPELINE NOTES. 10,12'• 6.5 SEETSCREW R A 1,2 4.0 1.0 AND ON ALL VALVE SIGN POSTS. WARNING SIGN 2.0 MAIN LINE 1. ALL CALCULATIONS ARE BASED ON INTERNAL ID CtLIST C A QLU E E F 200 s FOR 24"AND SMALLER in I� ns fi it,c.. Q i 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED SINGLE SERVICE ST STRAIGHT BALL cu RAI L VARVE W/PLUG . 0 z (2 FOR DOUBLE SERVICE) .r BLACK 2< SIGNS TO BE. 1.5 1.2 2.2 0.5 22.6" RETAINER 10 FOR OR BETWEEN THE SERVICE SADDLE FOR DOUBLE E R DO SERVICE. : F TEXT ---,,,, T tA, y y AR N I N G CONSTRUCTED FROM 20 GASH EEL BAKED H ON 2.5 Q� 1.2 1.1 0.3 1.s 3s us 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED 1-1J2 IFN YDOUBLE 2. IT SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR O ALL VALVE B o SERVICE -� UNDISTURBED 0.9 0.4 0.1 WARNING AND ONE VALVE SIGN 1.5 1.5 1.2 EARTH OR ROCK. TO PRESSURETEST LINE IMMEDIATELY AFTER THE ) � DIRT 1p" U DERGROUND PIPELINE AND ONE POST FOR EACH VALVE • . P' 24"MIN. yy t,r .,,t, C C C ONTA T'fHE 17Y BEFORE EXCAVATING INSTALLED AND AT OTHER LOCATIONS AS SHOWN ON PLANS. .v . v v v 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 3. MARK EACH SERVICE END WITH METAL "T" POST • Y, + FURNISH SAME NUMBER OF 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY PAINTED BLUE En END OF LINE FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE REPLACEMENT SIGNS AS FOR EACH VIEW A A C ) WATERLINE CAPJPLUG BLOCKING SHALL NOT BE LESS THAN SHOWN YELLOW BACKG OU DL R N O INSTALLED OMITTING VALVE � j M TEE BEND THRUST BLOCK NOTES: •TsE SCHEDULE B (R) C (ft) E (11) G 04 VOLUME (c.y.) O LI 6,8•' 6.0 1.5 1.6 0.9 2.7 0.4 NOTES. 10,12'• 6.5 2.5 1.5 1,2 4.0 1.0 45' 6,8" 2.0 2.0 1.5 1. ALL CALCULATIONS ARE BASED ON INTERNAL ID CtLIST C A QLU E E F 200 s FOR 24"AND SMALLER in I� ns fi it,c.. Q i 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED SINGLE SERVICE ST STRAIGHT BALL cu RAI L VARVE W/PLUG . 0 z (2 FOR DOUBLE SERVICE) .r 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 22.6" 6,8" 1.5 4 6 8 INNER DfAMETER PIPE. .1 1.5 2.6 0.3 INNER 10 12 1 FOR OR BETWEEN THE SERVICE SADDLE FOR DOUBLE E R DO SERVICE. : F 0.8 0.1 10,12" 2.0 2.5 1.5 1.2 1.1 0.3 1.s 3s us 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED 1-1J2 IFN YDOUBLE 2. IT SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR O ALL VALVE B o SERVICE -� 1.5 0.9 0.4 0.1 10,12 1.5 1.5 1.5 1.2 EARTH OR ROCK. TO PRESSURETEST LINE IMMEDIATELY AFTER THE ) � STREET CROSSINGS HAVE BEEN INSTALLED. N4' --- - -- - - - MtN. 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 En FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN VIEW A A C ) BLOCKING SHALL NOT BE LESS THAN SHOWN APPROVED EQUAL. SEETECHNICAL SECTION 33.1213 O -- HERE. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. FOR MATERIAL REQUIREMENTS D0,�B E SERVICE (. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 6. ALL SERVICE WYES &EXTENSIONS ARE TO BE w ALL CONCRETE BLOCKING HAS REACHED 1500 psi. INSTALLED WITH THE MAIN LINE CONSTRUCTION. NOTE: USE POLYETHYLENE WRAP OR HORIZONTALTHRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE, 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE.CONC. CURB &GUTTER � BEND SIZE A (i3) B (R) C (ft) E (11) G 04 VOLUME (c.y.) O LI 6,8•' 6.0 1.5 1.6 0.9 2.7 0.4 90, 10,12'• 6.5 2.5 1.5 1,2 4.0 1.0 45' 6,8" 2.0 2.0 1.5 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 22.6" 6,8" 1.5 1.5 1.5 0.9 0.8 0.1 10,12" 2.0 2.5 1.5 1.2 1.1 0.3 11.25° 6,8' 1.0 1.5 1.5 0.9 0.4 0.1 10,12 1.5 1.5 1.5 1.2 0.6 0.1 & PLUG TO PREVENT CONCRETE o FROM STINKING TO PLUG. 8. LOT CORNERS SHALL BE MARKED WITH A LATH i UNDER THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. 12" MIN: 24" MAX. STRAIGHT BALL VALVE � MI , WITH PLUG ((2 FOR ��L DOUBLE SECtVICE) ( I: APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE 4' MIN. I A THRUST BLOCK DETAIL - 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) _ 1 112 X 1 BRASS WYE (1 FOR DOUBLE SERVICE POUR CONCRETE AGAINST CONCRETE SHALL NOT EXTEND BEYOND JOINTS CORP STOP UNDISTURBED EARTH _ A-TyPE K COPPER TUBING (SINGLE SERVICE))K COPPER TUBING DOUBLE SERVi E-112' TYPE ( ICE) " ,fin C WATER LINE SEE NOTC 1) BALLVALVE FOR DOUBLE ERVICE TRENCH 1 WATER ONLY) �. PIPE NEW W RV CE WATER SE .'.. . = SIIORTAND L ,IDE ONG.� x W2- ol ... ......,,__ THRUST STRUCTURAL BACKFILL AREA INCLUDES Ill w + . },; : :.. •.. ALL PAVED AREAS SIDEWALKS STREETS, ALLEYS, _ . ...• • i•. D DRIVEWAYS,AN PARKING AREAS AND SHALL •. •:, ..:a . , ..:. , :,.. •:.. .. ••. • EXTEND 6 BEYOND THE CURB LIN. STRUCTURAL .. ."•. • . ; : ••., • : `• ` -' • - • �...� _. " ••::' PIPE BACKFILL SHALL BE CEMENT STABILIZED SEE � - ' , , DETAIL W4-02 - AREASTO BE PAVED OR EXCAVATED . . • • : • :�: JOINT SOIL COMPACTED TO 98% MAXIMUM DE NEAREST BELL 4 2 2 2' " 2' •:; `.3 M M DRY DENSITY MAX-MAX:PER ASTM 0698 WITHIN OPTIMUM TO t4% WET OF JOINT P. MAH AX 6'8" P.6 8 TYP. 6 8 TYP. MAX •, . T T „ E (Ty OPTIMUM SEE DETAIL W4 -02 -NON-STRUCTURAL EA. ND 1 MAX ' AREAS () � LR. INNER ) 1-0DIA.O\h II C UTE POUR CONCRETE Q S UNDISTURBED AGAINST ! DIA:. EARTH O,P �v _ P4N V BIG ,rF` 5, " S.�' CHO.N.rI'� X MW (S TYP 1" MSN. CLR. c P ��F STEEL CASING ,Q- Q CARRIER PIPE CASING SPACER ul i G „ P 1 1 -PC. PULL ON WANE TIGHT NEOPRENE END ADJUSTABLE TOP RUNNERS EA TO MAINTAIN 1 J SEAL W/STN. SNL. A N MAX CLR. ..r . PAVE E " " M NT AREAS CLAMPS APS OR "PSI,. 3U` MAX ¢0 yr BIC STEEL CASING mm BAND CLAMP _ I SP GLtNE Sl A.� AT RIN EW P !• 5 NOTE: CASING SP CE C N SPACM W STAINLESS 8 IOFB OSTA L S T 24'DIA AN N S 4 -RUNNER MIN. HRU 2 EEL E OU AGAINST ST P 304 POUR A A 5 (TY ) �. MM. UNDISTURBED CASING) OR 6-R�NNER PROVIDE 4 �� 24 2 0 A STAINLESS NEOPRENE INSULATION SLEEVE EARTH -0 IAC 51NGj RUNNERS AT j ' I BTL. TYPE304; 8"WIDE BAND BOTTOM 45 BETWEEN PIPE AND BAND I _ W1 POLYMER RUNNERS; CENTERED MIN �T� OR NON -CENTERED; CLEAR BELL, POLYMER RUNNER (TYP) T THRLjSTI3LOCI� RESTRAINED FROM OTATION'"'�"1 • INSULATED; 'APS, INC,, MOD SS OR "CASCADE" STRUCTURAL BACKFILL AREA I TYPICAL HORIZONTAL i ASING DETAIL THRUST BLOCK ff2-001Fw p 2 02 EEO IN I "*) ` MOTE: NATE: !I O D S GATS V LVE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY GATE VALVE 1. FOR MORE INFORMATION N WATER AN EWER LINE CROSSING SEE CITY WNAL�E BOX � STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTR TION WNALVE BOX 2. STEEL CASING SHALL BE AS L SPECIFI 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. A SPECIFIED IN TWE TECHNICA ANIONS. Pr 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER. N 4. PIPE CROSSINGROADWAY A ROADV A SHALL BE INSTALLED E THE MAIN R TIES INTO ABOV i 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 ORTAPPING SLEEVE & VALVE MAIN. SLEEVE &VALVE ' �I AS REQUIRED v _ ENCASEMENT AS REQUIRED I 4 NUMBER O VALVE SIGN ' T E ' OR CROSS NO A SEPARATE r�xa :l?sI•. ( PAY IT M) ,... .. VALVE,OPEN CU " TIMI 7 NO. BEDDING SANG � 3' X 3'x 6" 2 BLACK PRESSURE N TO BE ADDED AFTER CONCRETE SLAB BASIC SIGN HAS BEEN • ' ' ' 0" PAINTED. NOTE: >' A WHITE T .'•:.'T' DIMENSION FOR CONCRETE 24" ' ' GATE VALVE BACKGROUND r, MJ PLUG VARIES WITH WATERLINE SIZE MIN. ,9'. r PLAN VIEW • PIPELINE WARNING SIGN .. .. VALVE IDENTIFICATION SIGN UNDISTURBED DIRT COMPACTED 4'-0" "" 8' BLUE HEAVY DUTY, WING VALVE 60X AND SHAFT EXTENSION SELECT FILL GHANNE�L POST 4,-0" CAST IRON VALVE BOX COVER i'T. �';.••/la. L,,.. >,5.•.iF .s ,:,%,•L: rF'•Y"yz�:.C. 2' X 4' X 6" MEDALLIC :�,;si ....e•7• r' c�1�o .S'4'"r,.. . " a� •ff7a:� �• = rx **x'- :Ps, ,t ,•- ..*":L•.- CONCRETE SLAB � 2' X 4X 6 CONCRETE SLAB t«:a� cf,+•• •( PIPE ��.sLF'�...•.r..�:s•.�sbs,.,fs^ r n....II< .Y.+frr5.:[.,+: �S.,, ,e.5.. C' nl� .9. • D. r , . fi MIN. z NOT GREATER T A 5 v bpi., ::`' H N 4 L B GK FILL A y ' 6" DIP WI ET 1 y� • R AIN NG AMERICAN O M IG N L CONTROL A FLOW ONTR G D 7 BE GLA A ND AND N ADAPTER OR AN APPROVED EQUAL ROV'A ;.. PLUG 9 •: r ': R :• •: is Q" f 1 MI . N O G CONCRETE tia SECTION A A � . -... . THRUST BLOCK " RESTRAINED JOINT 6 M. J. ELL PLACED ON NOTE: WJ THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED OF ASSEMBLY SHALL BE 95% .END OF LINE BLOCKING STANDARD DENSITY PER ASTM D698 IN-LINE BLOW OFF .ASSEMBLY W3-00 W3-01 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM BRONZE INSECT SCREEN GALV. ELL UNDISTURBED SOILTO 6" ABOVE AND ON BOTH WJS.S. HOSE CLAMP SIDES OF COPPER PIPE. AIR RELEASEIVACUUM GALV. NIPPLE I ( REMOVE AND DISCARD „ BREAKER VALVE I I �''�-AFTER USE MJ PLUG " VALVE BOX AND SHAFT EXTENSION 2. PAYMENT FOR BID ITEM OF"AIR RELEASE VALVE ,� U VALMATtC MODEL 101 i1) 2 METER BOX WITH I I EXIST. GRADE ,} _0 CAST IRON VALVE BOX DOVER SHALL INCLUDE ALL MATERIALS, AS SHOWN IN OR MODEL 102 2 )OR I ( CAST IRON LID 1 DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. APPROVED EQUAL R i I SCH. 40 GALV. PIPE .. " 2' X 4' X 6"CONCRETE SLAB 3. PIPE SIZE SHALL BE 1 OR 2". I I /n. i. AFTER BLOWOFF 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY INSTALL MALE QUICK AMERICAN FLOW CONTROL THE ENGINEER (I CONNECTION & CAP TRENCH ADAPTER H NGIN R EXIST. GRADE j OR AN APPROVED HOT -BOX POLY ROX (� 1 EQUAL MODEL PHRI (1 ) WITH -----,�c7, rc-,n.. a" APPROVED HEAT OR MODEL PHR2 (2") BRASS BALL VALVE PIPE MATERIAL WITH HEAT OR APPROVED MJ TAPPED CAP EQUAL IRON PIPETHREAD COMPRESSION FITTING BRASS THREAD PIPE 4 AND BALL VALVE WATER 4" X TX 3' CONCRETE PAD FOR 1" PIPE COPPER EXPOSED TO MAIN 4" X S' X 3' CONCRETE PAD FOR 2" PIPE CONCRETE SHALL BE BRASS ELL -",-, LL MJ TAPPED CAP SLEEVED WITH APPROVED COPPER PIPE SLEEVING BE IN ACCO BLANKING TO H 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO BE IN ACCORDANCE WITH WATER UNDISTURBED SOIL BE IN ACCORDANCE WITH TYPE "K" COPPER TUBING DETAIL W3.00 MAIN D 3- ETAIL W 00 BRASS NIPPLE it 4 END F LINE NE � TAPPING SADDLE Wl CORPORATION STOP. �] II BL Y Y G O OFF RISER BLOT -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 w3 -o3 w3 -o4 2'-0" T T MIN. ENCASEMENT 2'-0" MIN. WIDTH OF PAVEMENT O LI V-0" MIN. WATER LINE L PEN CUT HOULDER VARIES -WATER LINE MIT 5'-0" WIDTH OF AVEMENT 5-t1" MIN. MIN. I Z r ''u o SIDEWALK MAY GATE VALVE 3'-0" BELOW DITCH FLOW LINE. G BE OPEN CUT OR BORED AS DIRECTED BY THE ENGINEER STEEL CASING (' CARRIER E ,. -/ A R PIP J iY AS REQUIRED CARRIER PIPE STI ELCASING • TYPICAL L RE C RURAL STREET CROSSING 'TYPICAL IJRBAI�I CITY STREET CROSSING T 4-Oo L T4-01 �Io SELECT MATERIAL ORIGINAL GROUND OR MATERIAL EXCAVATED FROM THE DITCH HIGH IS FREE OF BOTTOM OF SUB -GRADE NOTES: r S CLODS OR S ��{{ryry�� D rTi ROCKS LUMP L S DEBRIS LARDER THAN TWO 2 I (} 1. FDRBEDDINGAND E C G INCHESI IN THE LARGES`C DIMENSION COMPACTED TO A TR N HJN W1TH/NALLEXJSTJNG o ° PAVEDAREAS SEEDETA/LSF'O OPE G S E1'S MINIMUM OF 90 / OF MAXIMUM DENSITY AS DETERMINED B R N L/T TRE N Y �..c:,, ;,.a } OeJal/s 5T¢p0 ST4-Of STtO2 . 15 NOTEDDES ASTM 0698 STANDARD AT A MOISTURE CONTENT WITHIN ., ( I Tn1 ° ' :-r. >:_. .,w . NOTAPPLYTO S7REE71'S BEJNG ECDNS + R TFUCTED. OPTIMUM T {{ F OPTIMUM DER NON-STRUCTURAL , M 0 4/° M N I D E E E S D O t EAS ie...YA S NT AN A ":+n -, . . . AR R PASTUR S EAS M T .. .�., r . .e.._. .... • 5ELEC ATERIAL �-1 s_... 2. EV RYl�©FE F ETPROVJDEAWATERSTD BLdC (O 98 a OF MAXIMUM DENSITY AS DETERMINED _. L MINIMUM F / z .,. . rr3-� - • :.:•mss ` COMPOSED OFCEIWENTSAND ORNATJVEMATER/AL BY ASTM 0698 (STANDARD)AT A MOISTURE CONTENT WITHIN r,t � , , - ..,,. +. _ .rtr •.c...- _DE END D .< s. a P /N ONEINB.E h1ENT. BLDGKSHALLBE6FE + A SELECT MATERIAL TRI L I a UNDER NEW STREET AREAS CT MA a C OPTIMUM TO A/ O OPTIMUM R E ZED F M �._...., C MENTSTABtLI SAND O 0 t:i: `P° •".;.: ;•z•?s =.•-r•r..:;i•;:;.. JNLENGTH. NOBEDD/NGSANDJN TH/SAREA. AND STREETS TO BE RECONSTRUCTED. 8"-12" MAX. 8"-12" MAX 5: "; 3. ALL BEDDING &INSTALLATIONF ;•.,,; QB (MANUALLY CONSOLIDATE ';;'' -,? B (MANUALLY O PVC PIPE SHALL AT OPTIMUM MOISTURE) �• o BE IN ACCORDANCE WITH ANSIIAWWA STANDARDS ® GRANULAR MATERIALIBM :•f WOW TUR) c' ///i AT OPTIMUM MOISTURE) FOR AVC PIPE. S BEB N VE DFREE ;.. :• c. WALL BANK RUN RIVER SAN WHICH S MATERIAL I s ... s::• ::, REDO �.••- _•::. 4 ALL INC L OF DETRIMENTAL QUANTITIES OF CLAY DEBRIS. OR ORGANIC :;. �;.,.,::> •:_: • • ••• . • •, ,. -;;<� A & INSTALLATION OF DUCTILE IRON PIPE MATERIAL AND WHICH WHEN TESTED �Y STANDARD " SHALL BE IN ACCORDANCE WITH ANSIIAWWA 01601A21.60 LABORATORY METHODS MEET THE FOLLOWING REQUIREMENTS: UNDISTURBED SOIL 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL MAXIMUM LIQUID LIMIT45 UNDISTURBED SOIL TAMPING. PIPE MAXIMUM PLASTICITY INDEX i6 ., .PIP O.D.MAXIMUM PERCENT PASSING N0.200 SIEVE a5.D. 6. RELATIVE COMPACTION SHALL BE TESTED IN THE MINIMUM PERCENT PASSING 314" SIEVE. 100 \ PRESENCE OF THE CITY ENGINEER. " �L •• " PLACE METAL DETECTOR 6 MIN.112 MAX. " 6" MIN.M 2" , THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL TAPE AT A MINIMUM OF 24 Mme• 7. DUST RESULTING FROM THE CONTRACTOR S NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. ABOVE TOP OF PIPE PERFORMANCE OF THE WORK, EITHER INSIDE OR 1iI&I S TO ISE E.�A �T + ) OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED C CEMENT STABILIZED SAND NON,STRUCTLIRAL : BY THE CONTRACTOR. OR STI { '�TS.TO BE 8. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY AREAS PAVING OR PLATING PLACED AT THE END OF EACH I;ECONSTRUCTM) WORKING DAY. CITY F B _ O CYAN BEDDING AND TRENCH FOR DI PIPE & PVC PIPE Tirecnealfe Ts le� o `W4-02 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 LOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE ShEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DRAWN BY: C.L.M.' DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE DATE: D8-01-12 VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. , SCALE., N T S S LT AFTEREVERYCON RAOL MEASURES SHOULD BE CLEANED OF APPROVED: W. F. K. ESTABLISHMENT OF VEGETATION MAY HE A WARRANTY ITEM. FIGURE: 4. ET MECHANICAL JOINT PIPE. E S. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR V AL S. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE V ULT. MODEL SIZE cn W1 H1 WEIGHTLOS DMC -CW z 8=8" 5'-0" 4'-6" 12,000 OMC -G54 Jr `-88" b•-0 " 4-6" 12 000 , DMC -CSS 6" 11'-0" 6'-0" 4'-8" 12,000 LLj SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. E F 2, FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM I BOTTOM OF ANY ULT. E THEVAULT PIPING APPARATUS OR METER WITHIN TH A 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE E STANDARD FIVE SACK CONCRETE MIX AND R (NFOR01N U A � GOMPRlSEp OF #3 CONSTRUCTED USING REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THiC iNESS OF 61NCHES. S SCREW RETAINER GLANDS SHALL BE MaIrAl a CnATEACHFITTINGON 4. ET MECHANICAL JOINT PIPE. E S. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR V AL S. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE V ULT. MODEL SIZE L1 W1 H1 WEIGHTLOS DMC -CW 3" 8=8" 5'-0" 4'-6" 12,000 OMC -G54 Jr `-88" b•-0 " 4-6" 12 000 , DMC -CSS 6" 11'-0" 6'-0" 4'-8" 12,000 METER NUT SIZE FORD PART NO. 314" x 2.5" Long C38-23-2-5 314"x 3" Long C38-23.3 314" x 12" Lang C38-23-12 1" x 2.625" Long CBS -44-2-625 1" x 8.5" Long C3844-8.5 1-112" Meter Nipple 038-66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 LNOTES: NOTES: NOTES: i Service saddle, SS straps, CC threads ®grass bushing IPS -1" x 314" Q Service saddle, SS straps, CC threads ® Meter nipple -C38-44-2-626-i" 0 Service sadd e, SS straps, CC threads 6 Swivel nut- 038-66-2-875 -1-112" installed per manufacturer's recommendations. - installed per manufacturers g Bail valve Installed per anufacturer s es S Brass all thread I.P.S. -1-112" All main tpes: Cambridge 800 Series or 7 Meter nipple - C38-23-2-5 314 recommendations. All main types: recommend ons. All main typ Ford S701ISSO (8 Bail valve Cambridge 800 Series or Ford S701S90 Meter box and lid: Old Castle meter box, Cambridge 8110 Series or Ford S701S90 Q Meter adapter- BBIM 66 -1-112" 2 corporation stop: Ford FB 1000-4 i" 8 Meter box and lid: Old Castle meter CI lid with Reader #36 0 Q Corporation Slap: Ford FB 1000-4-1" 2� Corporation top: Ford FB 1000-5- i-112" 9 Meter box and lid: Old Castle meter 0 rp p' O d box, OI lid with Reader #36 Q Service tubing: Type Kcopper -soft-i" �,3,� Service tubing: Type Kcopper - soft -i•il2„ box, CI lid with Reader #65 Service tubing: Type Kcopper- soft- i” Ford male adapter- 08-44 Q 4 41" V Ford male adapter- C84-66-1412" ® Ball valve Ford male adapter- 084 Aper 5 Meter box valve U5 Meter box valve: " 5 Meter box valve: CUSTOMER 0 5 = Ford An le Stop - FV-4.� 666W -1-112" CUSTOMER "O 5 = Ford Angle Stop - BA13-342W -1" CUSTOMER b =Ford Angle Stop - BA-BI1444 - " VALVE SA=Fords Ford Strai ht Stn 811-666W -1-112" VALVE 5A =Ford Straight Stop - B11 -444W -1" VALVE SA p Ford Straight Stop - B11 -444W -1 g P - S _ 9 �~ Q 8 8 6 0 3 g 3 4 3 4 g 6 CUSTOMER L,{ VALVE MER VALVE MER VALVE 2 8 g 2 3 8 9 2tell_ 0 9 G�' 1 1 8 7 4 5 ® 7 4 6 4 ti Q U C.i CITY OF COLLEGE STATION CITY OF COLLEGE STATION CITE'' F COLLEGE STATION STRAIGHT OR ANGLE TAP - 314- STRAIGHT OR ANGLE TAP 1° STRAI ' HT OR ANGLE TAP 1-1/2" VtTI-00 W7-01 W7-02 NOTES: NOTES: Q Service saddle, SS straps, CC threads ® Swivel nut- CSB -77 -2" 1. ALL CONNECTIONS TO BE COMPRESSION TYPE. METER SWIVEL NUT OR NIPPLE METER Installed per manufacturer's recommendations. Ug Meter adapter BBIM 77 - 2" 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN ANGLE STOP All main types: Cambridge 800 Series or p APPROVED EQUAL Ford 5701390 @ Brass nipple I.P.S. - 2" x 3" (� x d Corporation Stop: Ford Fe. 1.0.00.•7 (cc thread).- 2" © Meter box and lid: Old Castle meter 3.. INSTALALL LED WITH TH < EXTENSION$ ARE TO BE 1-112"B, E_L VALVE box, CI lid with Reader INSTALLED WtTH THE MAIN LINE CONSTRUCTION. 0 Servtoetubing:TypeKcopper-cu-soft-2" SERVICE -ONLY) ONL 4. EXISTING METER BOXES ARE TO BE REMOVED. SERVICE ONLY] MRR O ® Ford rale adapter - C84-77- 2" @ Meter box and lid: Old Castle 12" THE NEW METER BOXES SHALL BE OLD CASTLE. round valve box #3RT I 0 Meter box valve valve ----4'MIN.-- 5 = Ford Angle Stop - FV -43-777W - 2 Bell v 5A = Ford Straight Stop- B11 -777W- 2" ® Brass nipple I.P.S.- 2" x 6" VIE WA -A 0 Brass coupling LP.S.-2" 3 . CUSTOMERDOLLSLES VIDE 4 O a 11 VALVE CITY of BRYAN 13 3 4 5 CUSTOMER 2 2 11 VALVE 1 3 8 10 METER NUT SIZE FORD PART NO. 314" x 2.5" Long C38-23-2-5 314" x 3" Long C38-23-3 314" x 12" Long C38-23-12 i" x 2.625" Long C38-44-2-625 1" x 8.5" Long 038-44-8-5 1-112"Meter Nl le C38-66-2-875 1-112" Meter Bushing BRIM -66 2" MeterNi le 038-77 2"M Bushing BRIM -77 ANGLE slop The Good Life7 , av S131e.- WATER • METER MOTE METER SWIVEL NUT OR NIPPLE 4 6 7 9 w t �t TYPE"K"COPPER PIPE f DRAWN BY: G.L.t41. (FOR 1BALL VALVE (2 FOR DOUBLE SERVICE) ID 1 1!2" X ill WYE DOUBLE SERVICE DATE. GS -01--12 t� (1 FOR DOUBLE SERV.) SCALE: N T J CITY OF COLLEGE STATION CITY OF COLLEGE STATION APPROVED: W. P. K. STRAIGHT OR ANGLE TAP - 2 WATER SERVICE RECONNECTION F z G u R E W7-03 1W7-04 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RINGICOVER ADJUSTMENT RINGS DIA. MAIN SIZE nFT <18in. 16" z18in. <301n. 24" z36in. SUBGRADE. ADDITION OF CEMENT STABILIZED a SAND OR GRAVEL MAYBE REQUIRED TO, NOTE: ® STABILIZE FOUNDATION. SEWER ,•i r' '::''•.• MANHOLE BASE SHALL BE PLACED ON FIRM F �• ,,...,.;,.,. N SUBGRADE. ADDITION OF CEMENT STABILIZED O DROP INFLUENT SEWER SIGN ° • ' r"• : f' : t SAND OR GRAVEL MAY BE REQUIRED TO Opp PIPE PIPE SP STABILIZE FOUNDATION. 1p! AND CHIMNEY OR COR EUCONE SECTION, STD. DUCTILE IRON AN OLE COVER MANHOLE MUM N AND FRAME 30" DIA. OPENING SEE DETAIL S5-02) 6'-0" t.. r iN EXISTING MANHOLE, PLACE PVC G :. SMAIN EW 3. MANHOLE BASE THICKNESS AND FOUNDATION ( ) { ELBOW ON BENCH GROUT NEW BENCH ... ;-:;: t SEWER to FROM FLOWLtNETO RIM AS FOLLOWS: OR EQUAL un,a: TO SPRINGLINE AND TROWEL SMOOTH. PIPE z ,Durr: -•'`, , MANHOLE DEPTH (FT. BASE THICKNESS 3' MIN. :. FORM SMOOTH CHANNEL TO INVERT. -• - ( STD. DUCTILE IRON MANHOLE 0-12 - _ _ --- _ -- — _8" COVER AND FRAME ALL NEW CONNECTION AT EXISTING �' '°- to " `'�'— 30" DTA. OPENING] OR EQUAL r?: 5" MIN. t: „ CEMENT STA81Li2ED MANHOLES SHALL BE BY CORING ONLY . _ . •- .' . ^-r., ::' 12 AND OVER ---.------12 1--� 12 •+ �' t; SAND AS SHOWN STCTI'ONA A .. ; s t;;• L,,1 12" MAX. SEE NOTE 1 ,.,.,, : " ,,...:,,. 12« '' ` 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS. ' """"` - 12 MAX. GEMENT STABILIZED VARIES ^ 'y, g" ',.-,..:• � ION COMPACTION REQUIREMENT I SEE NOTE 1 LOCATION •, I ,0 2•-0" SAND AS SHOWN �i d=si •:�:• PAVEMENT — — — — — — - 98 % STANDARD PROCTOR - ASTM 0698 3 « « PRECASTRlaNFORG£D 2'-6" ;. " PX,4N A CONC. GLASS o _ - .. I o . o ._ -.. ....:. '.:'t •,.<`��'� ..:, s ;�::.... Vis... -- _ - 90 /° STANDARD PROCTOR ASTM D 698. OLE SECT. tJINDSCAPEARF.A ,, .. GONG. MANN ,,;-:•::>_ .:... ate.•:::..,. 3000 PSI IN 28 DAYS , .. , � "-1•�.,r :• ;•• , •.:, :�..., .,: t vattlEs ASTM DES 0-478 3 : .. :p,�>.,�.,•, E REQUIRED OUTSIDE OF VARIES I > , vMle ';:� '-'" A 6. NO RINGS AR R QUI A STREET RIGHT-OF-WAY VARIES :• :8,0NREEH N,HEAVYDUTY, ..,°,>.:?:•..;, s;.•;.{ STR R W (SEE TABLE j '�'i :•••::'L : '• � � " 512E X SIZE WYE ' ;., •..:.:':: .. ANNEL POST •.•' �. VARIES : t ^'::ii BAC FILL ROUND MH ;•,,,.,. 6. IN FLOODPl.AlNS OR AREAS OF CONCENTRATED = K A .:?,: a=:. VARtE ; r 3 PLUG '8'` M 6ACK FILLAROUNq SHALL BE AS PER NOTE 4 FLOW THE CONE SHALL EXTEND 1 FOOT ABOVE " : ............ ('r VARIES • SIZE X SIZE. WYE 45° BEND-- , > , 46° BEND ' 9 ...:.:::::: >•:;:: MHSHALLBEAS « THE BASE FLOOD ELEVATION OR A BOLT DOWN 5 MIN. t :••.;<'.'.:.c .; SEETABLE . •.:. MAX .:.•.c. • •.:: • . PER NOTE 4 { ) RUBBER -GASKET BASE .................. . WATER TIGHT RING AND COVER SHALL BE USED, � .• „ . •.:.::,,..,••,•,-. • SEE :..:..: W1 MORTAR SEALANT _. ,. VENTED WHERE REQUIRED. .'.i;..z; `. :. NOTE FOUNDATION STD. DUCTILE IRON !2"!F'{ : � _::-.,.;..;. INSIDE ATALL JOINTS WHERE E - •. ::':••:-::: • g" 7. WARNING SIGN ONLY TO BE PLACED . • ..:..::. „; � FRAME (30" DIA. OPENING) SEWER GROSSES OPEN FIELDS. - •.. ... .. ; , .. ,9.,.•, MAX y MANHOLE COVER AND #4 BARS 8" O.C.E.W. - DEPTHS ATERRggTTOpp-AiPECONxx OR EQUAL :•:;: •;:s ,.::';'-',:1 i''..:::MWi PLUG �• 8 M[N. MANHOLE ADAPTER SEAL, ..,. ....,,.,. ., ;::, - iZ'IFC OR APPROVED EQUAL. 2.0" ,r, _ 1 NOTE. GREATER THAN 12 FEET WILL ::•,.::• =� INVERT -314 DIAMETER OF PIPE (2 REQ D} :_ •'... . REQUIRE 2 MATS OF REINFORCING « a , GRADE RINGS FOR 8" 18"MAX 1-0 UP TO 24!*.24 AND LARGER °••�-' _ _ •;:•.,.;.. ,.�. ,.,.., ,.;.. ;:: ¢°o-';•."..;.° - „?'-.>'•: STEEL IN THE BASE _ ADJUSTMENT TOFINISH�"'� ' SHALL BE FULL DEPTH INVERTS , BASE GRADE AS PER DETAIL S1-02 - NOTE 1 . CITY F OLLEGE STATION _ WATERSTOP-PtPEGONX O � ! . #4 BARS 8" O.C.E.W. MANHOLE ADAPTER SEAL, , PRECAST FLAT TOP LID ::. „ OR APPROVED EQUAL. #4 BARSBENT 90^AND C►UTSIDE DROP MANHOLE • (2 REQ D) TiED TO WALL AND BASE.:. �_; c �',• NOTE. DEPTHS GREATER THAN 12 EG WILL REQUIRE 2 MATS OF WATERSTOPPIP ON O.IVT.YAL,(,OWFDFOR VA INLP.VFCONNT,CTTONS ARlAB 4 MIN.) #4 BARS, 8 O.G.£.W. BACK FILL AROUND MH :�.: ( MANHOLE ADAPTER SEAL, ,• REINFORCING STEEL IN THE OR APPROVED EQUAL. (b ANl)LARGLRJ , BASE. 1 SHALL BE AS PER c : ; I : 5 INCH {2 REQ D) NOTE. DEPTHS GREATER THAN 12 WILL REQUIRE 2 MATS OF S2^�� DETAILSI-02-NOTE4 ���. I THICKNESS REINFORCING STEEL IN THE BASE. (MIN) + NOTE. MANHOLE BASE SHALL BE PLACED ON FIRM ,• USE RAM NECK CASE INPLACL t�lANHOZ,� ,, P.R�CAST�..EIOLL' SUBGRADE. ADDITION OFCEMENT STABILIZED GROUT " S i :•"a O-RING DR O L A REQUIRED TO C•3 SAND R GRAVE MAY BE R QAPPROVED EQUAL .".. ,. <•, STABILIZE FOUNDATION. PVC ,�:, IN JOINTS - _^,., ., _.a, SEEPLANDRPROFtt.EFQRPIPE I CROSS. :•.^. STANDARD I�ZANHOLE SIZE TYPE AND INV EL 1 ••. ' :. • : � : r •- � I ���: 1-314" STAINLESS SI -00 N:, ,� : - .,.. PVC PIPE SIZE EQUAL < .: I STEEL•BANDS-118" :`. Q I :'::: THICKNESS p INCOMING PIPE SIZE W! o :3 : ' ` ' 518" STAINLESS STEEL 45 ELBOW (TURN WIFLOW= E•}:: ( : BOLTS WIEXPANSION ORIGINAL GROUND OR BOTTOM OF SUBGRADE & GROUT IN PLACE) I �:: ANCHORS (TYP) MATCH TOP OF ELBOW SOFFIT . `...'..•, STANDARD �.• �:: ;. SISC/70NA =A WITH TQ OF SOFFIT OF E 3.. NOTES: SELECTNATIVEMATERiAL;::•". ', _ fi 21 =: STANDARD CROSS MATERIAL EXCAVATED FROM THE DITCH (WHICH IS FREE OF :.. A SELECT LARGEST PIPE IN MANHOLE �' - "' i. P'ORBEDDINGANOTRENCH/NGWITN/NA�CLEXIST/NGPAVEDAREAS �N� .. , . ,.. •.. ..._. „ , .., :.,, , Q T" �.-,--••:::r �i _ " t ROCKS LUMPS CLOD OR DEBRIS LARGE THAN TWO 2 ~� - " - OENC TSTREETS. DetallsST4-00 ST4 tJ1 STA�2 . S,R A (j 5 MIN :; ::.r� ; 1 t=: y�� :: t14 BARS, 8 O.C.E.W. SEEDETA/LSFQR P L1 it ,;.•-...i `+. ' • ••,✓,� 24"M N. ---••: ,.t t: �`� D EDOES NOTAPPLYTOSTREE7u BEJNG RECr�NS7RJCTED. INCHES tN THE t.ARG£ST gtMENSION COMPACTED TO A �� A SELECT MATERIAL •• . • ;.' :.; ,,,.-,;.., .:-, . •.••�, . _-:1�,_..,::. 77l/SN T ), Q C CEMENT STABILIZED " vaelEs CE E 7STABILiZED a : :.• '�1...:•:.:r'a., 9 O D DETERMINED « " ::;.. ;•.:•.: ;.,.:.. _ 24 MIN. > f, •.t vt. ^.:}'.ts •, •�:.,•:, �,a-siA w.i• 2, C•�i•: ^ :1 w:1,» :1.•::•} MINIMUM OF 0% F MAXIMUM DENSITY DET RMiN BY 8 -12 MAX. M e Z :...f .• ,; SAND , SANDS SHOWN. ,.• • • ., .... _. ............._. 2 G&INSTALLATIONOFPVCPIPESHALLBEINACCORDANGE i.;:,:t::,•'r�;::`t " ...,••:•?"}•.n:: '- •� �-•• -• _, •:... - ` .: TO ANSI DIN ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN •-....•:.> ..; ..� •. 8 -12 MAX. ;.;:�: g a -•>I , . .., r, . ,. :.., .t.; TO ANSttAWWA STANDARDS FOR PVC PIPE. > i? ®(MANUALLY �a,�;:;. ;...,., STANDARD CROSS OPTIMUM TO +40/6 OF OPTIMUM UNDER NON-STRUCTURAL r CONSOLIDATE : ' ©( A Y " NOTE: DEPTHS GREATER (/ �p g , ON PIPE SHALL BE IN AREAS ie...YARDS PASTURES EASEMENTS) AND TO A s' _ AT OPTIMUM } :' �' I E THAN 12 WILL REQUIRE S. ALL BEDDING & INSTALLATION OF DUCTILE IR ( , F.ASEM ) A i : • �'� �U� � -• �•"' �•`• ���;��' • ' ��j xMOISTURE , _t• . M v t sn"' 2 MATS OF REINFORCING ACCORDANCE TO ANSIIAWWA C150/A21.50. MINIMUM OF 98/° OF MAXIMUM DENSITY AS DETERMINED o;, ;�,.F/. ;•.,.: j tr: rOISTRE) aR E fi :z !NC' :;e :.,r: STEEL IN THE BASE t .: ,� Aa .+. VARIE BY ASTM D698 STANDARD AT A MOISTURE CONTENT WITHIN 8"BELOW ;-:. :; •: 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. "=" i ;':•:::::,,;, 6" BELO .. 3" A OPTIMUM TO 4°Io OF OPTIMUM UNDER NEW STREET PIPE BELL ' ` "" • •, .;,; '.: •:; c.• • • �' ; .; �i.�,�. AND STREETS TO B PIPE BELL it :'t�!r ° ,..:. �IE „ . ° 5_ ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR E RECONSTRUCTED. O.D. UNDISTURBED SOIL O.D. UNDISTURBED SOIL 90 BEND ; 90 BEND PLANKING PLACED AT THE END OF EACH WORKING DAY. PIPE ..... *• 6"MIN. d GRANULAR MATERIAL O.D. �� PIP: _ SEE BASE L .•. DROP ANHo1.E MATERIAL SHALL HE BANK RUN RIVER SAND WHICH IS FREE �O.� NOTE FOUNDATION STANDA" A" OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 6" MIN.li2" MAX. PLACE METAL DETECTOR - 8"�MIN.112" MAX. MATERIAL AND WHICH, WHEN TESTED BY STANDARD TAPE AT A MINIMUM OF 24 WATERSTOP-PIPECONX LABORATORY METHODS, MEETTHE FOLLOWING REQUIREMENTS: #4 BARS, 8' O.C.E.W.- DEPTHS MANHOLE ADAPTER SEAL ABOVE TOP OF PIPE GREATER THAN 12 FEET WILL REQUIRE , MAXIMUM LiQUID LIMIT _ . 45 OR APPROVED EQUAL. C7'TYOFBRYAN- DROP, MANHOLE, TO RE USED ON MAXIMUM PLASTICITY2 MATS OF REINFORCING STEEL IN THE 2 RE 'D 7 , r MAXIMUM PERCENT PASSINGNO. 0.200 SIEVE 15 NON-STRUCIU ML BE BA � BASE ( REITD) LINLIS LII IO 12 LNS1l,L MINIMUM PERCENT PASSING Sir SIEVE 35 1g�i�L'AS TO CTTYOFCOL sGESTATION- nROP.YIANHOLE TO THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL �g r4's OIt' STREETS TO BE br RECONSTRUCTED >3r rrsrn ON T,JVEs vP To 4 TNsrzr; NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 1� CITY OF BRAYN ©CEMENT STABILIZED SAND O lJ L ilIDE DROPMANHOLE HO ZAPWAIL BEDDII�TG' AND TRENCH FOR DI �1PE tX, PVC C ���E 0�17,YTVHF,NAPPROT�'D I3YCITYF,NGlNF,I;'Jt SI -OI S2-01 . S2-02 M II -•� NOTES: 33-114 DIA 2" 151mm) LETTERING-- [845mm]IF - 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. LETTERING STYLE: BOOKMAN OLD STYLE 32-3116" DIA 2. CHAMFER EDGES 314". e t v 2" rr51 m LETTERING [818mm] +" f LETTERING STYLE: 1-9116" I 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM q (2) PICKBARE• !/ BOOKMAN OLD STYLE 114" tv8mm- j DIA 140mml ��� °'� NEOPRENE GASKET DEPTH OF 6' OR TO A DEPTH WHERE A GOOD BEARING SOIL IS ''Q � (2) PICKBARS 4-112" ENCOUNTERED. GJ [114mm] 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN, 2" V 'z, 2" [iimm] 2"TOLERANCE.® [51MMj 6` [51MMj [762mMI [ 116" 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. WYCFSRYAN N 2-9/16" 33-15116" DIA----�--•--� (� [65mm] [862mmj 40-3/4"DIA _ [1035mmj 2" f5lmmi LETTERING 2 [51mml LETTERING 'z p 4 �,PAR HOOPS. LETTERING STYLE: �7���j T TS LETTERINGISTYLE: TRAMHSHCTION ti; • 12 O.G. BOOKMAN OLD STYLE BOOKMAN OLD STYLE (..; PIER DIA. AS A MACHINED SURFACE E -' SHOWN d a3- 3116" t ON PLANS a . 2" DIA [96mmj n t 813 m 518" " d 3" CLEARANCE �TF`Tt 1-112 ice_ `>cr9•• 111 PIPE O.D. +18" ± MININMUM s [16mmj [38 mm] [672mmj �_.. PIPE O.D.?22 a [22mm] O +11 v.,p d 2 -?!$'•'-1 i 0Iq X 4 LG [73 mm] R 1-3I4" SECTIQNA A [R44mm] H.R.S. ROD COVER S CTION PICKBA.R LIE TAIL 2' MAX. NOTE: ° CITY SPECIFIC SANITARY SEWER BOTTO1t�I VIHT'Tj ST �O l rl', u LIDS TO BE USED FOR PUBLIC VARIES moi, PIER I VERTICAL STEEL DIAMETERI #5 BARS 16" 8 24" 12 26" 14 30" 16 4T' 24 SEWER SYSTEMS ONLY. NOT TO OI CO VLA RINGAND COVER LI R BE USED ON PRIVATE SEWER SYSTEMS. DII .IRON V-1-432-3 S4 -0I 13116" 3.1 1116" 38"DIA 114" (_6mm-) DIA " �81mm)DIA. [20mm [2omm] 96mm 32-•N4" DI NEOPRENEGASKET 1819mm7 1-112" [ImSm] 180" ID OF GROOVE 2-718" 762mm [38mm] PLAN CSmm] [93mm) 718' [73mmj NO2MMI 4" WIDE X 318" THICK STAINLESS STEEL BOLT HOLE SECTION E22 1-314" 1" (25mm DIA. STRAP {PRIMED & PAINTED) FORMED TO « r• 32-5116" D!A PERMIT SNUG TIGHTENING OF PIPE TO [R44mm] X 5112 40mm [821mmj 1-112" PIER (2 READ. PER PIER) MACHI] W, GR00VE LG STE L ROD � 33-11116" DIA [38mm] [821mml ASKET GROOVE FOR DUCTILE IRON PIPE D�j;'I,q jl, �30" DIA---�{ 1-U2" PICKBAR DETAIL 114" [r6mm DIA. WRAP WITH ONE " ^ RG NIZE S EL [762mm) ( [38mm] 14lZe ,SEC IV PNEOPRENE GASKET LAYER OFTAR PAPER AiOR Ba !SEC tTa mm TO PREVENT BONDING /,j 1 VVERT CAL RED FORCI G STEEL " • � �T 2-718•` MACHINED SURFACE CITY OF RYAN AN 2 (r51mmj LETTERING 173mm1The Good f.i%C, l C.t'BS 80,1c. �w L>TfERit7GSTYLE: COVERSECTION rr •��mIn RR'ry Cs7 a i= Bookman Otd Styie RECSESLF�LUTSHG A 14 UU.O _.: . • ..: (4) 518"-11 NC X 2" LG (4) 518"-11 NC X 2" LG Mix l HEX SS CAP SCREWS GE HEX SS CAP SCREWS 5::z� VERTICAL STEEL AS PER TABLE ��Q & NARROW ZINC PLT. �,� t -q,, & NARROW ZINC pLT. & o 0 w v`- &RUBBER WASHERS DL i ( RUBBER WASHERS it it • #4• BAR HOOPS, 12" O.C.0 2 0 2" 4„ [51mm] ¢„ G z L [51mm] [102mm] ® [102mmj ®zo tT ] wWra w� a(D pOUR CON& AGA'NST UOt TURBkD �N� IN O HOLE at>nco /•+ = ca ". iCKBa 2"�31mmlLETTERING DRAWN BY li.�. . _. . (2) PLACES RE ESS FLUSH 2" [51mm] LETTERING - DATE: 08-01-1 LE: i -I RING STYLE: Bookman Old style PLAN TWIT TT % B07TO if VIEW SCALE: N T S 1WICAL CONCRETE DRII I NOTE: PIER FOR SEWER CITY SPECIFIC SANITARY SEWER WATER TIGHT MANHOLE RING AND COVER AP P R o v E �: w.I P. K. UDS TO BE USED FOR PUBLICC SEWER SYSTEMS ONLY. NOT TO { n BE USED ON PRIVATE SEWER DUCT�IRON V-2432-3 S�+-02 F I G U R E 0 54-0SYSTEMS. 1 C, - - N - - 4. 2I T 2` 2' NEAREST BELL MAX 6'8" TYP. MAX ' " G'B'IYP. MAX STRUCTURAL BACKFILL AREA JOINT(TYP. 1" ly y INCLUDES ALL PAVED AREAS EAEND} CLR. ((SIDEWALKS, STREETS, ALLEYS a5 DRIVEWAYS,AND PARKING ARDS} AND SHALL EXTEND 5' BEYOND T THE CURB LINE. STRUCTURAL a BACKFILL SHALL BE CEMENT STABILiZEd OPTION NO. 2IN co S1-01 OR EXCAVATED SOIL 8,. TYP 1" MIN. CLR. cn COMPACTEDTO 98iU MAXIMUM DRY Z etS DENSITY AS PER ASTM D698 STEEL CASING WITHIN OPTIMUM TO 44% WET OF CARRIER PIPE CASINGSPACER O ,� OPTIMUM (OPTION N0.1 IN $t-Oi) 1-PC. PULL-ON WATER ADJUSTABLE TOP RUNNERS - ca TIGHT NEOPRENE END TO MAINTAIN 1" MAX CLR. > vy SEAL W/ STAINLESS STEEL CLAMPS "APS" sa a• OR "PSI" MAX c STEELCASING NOTE: BAND CLAMP CASING SPACERS -RUNNER MIN'. AT SPRiNGLINE (T HRU 24' DIA CASINGOR 6-RUNNER 8" WIDE BAND STAINLESS IYIIN. ((24"-42" DIA. CASING) STAINLESS STEEL (TYPE 304) STL.-TYPE304, 8" WIDE BAND WiI PROVIDE POLYMER RUNNERS; CENTERED RUNNERS AT NEOPRENE INSULATION SLEEVE OR NON-CENTERED' CLEAR BELL BOTTOM 46° BETWEEN PIPE AND BAND v N ELATE w RESTRAINED FROM FLOTATION" MIN POLYMER RUNNER (TYP) -_BIC � 5' INSULATED'"APS, INC.. MOD S518" OR"CASCAbE" . _ � �� CASING DETAIL • G �p 55-03 GENERAL NOTES. - - 2•-0" 2•-0" k9 JG MIN• MACHINE BORING MIN. _ O �Q. PAVEMENTAREAS V `� (TUNNELING) OPEN CUT ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED OPEN CUT BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED LiMIT LIMIT AND WATERED UNTIL GROWTH IS ESTABLiSDHED. IN DEVELOPED AREAS WHERE �' BIC WIDTH OF PAVEMENT GRASS IS PRESENT BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE D • •' :'.. !... • •.: !S1DE114fALilC, SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. L U BE INSTALLED DURING THE 5` ::,...,:. - APPROVED EROSION CONTROL MEASURES MUST D R THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL 3•-0'MIN•, SIDEWALK MAYBE STAY I PLA 1 OPEN CUT OR BORED STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH S ESTABLISHED - AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. V AS DIRECTED BY S SHOULD BE CLEANED OF SI FTE THE ENGINEER ALL EROSION CONTROL MEASURE O LTA R EVERY RAIN. STEEL CASiN T RAL AS REQUIRED CARRIER PIPE STRUC U ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. ` NOTE: - BACKFILL AREA 1. FOR MORE INFORMATION ON WATER AND SEWER LiNE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. H SPECIFICATIONS. 2. STEEL CASING SHALL BE, �5 SPECIFIED !N THE TECHNICAL SP FICAT - 3. DRY BORING PREFERRED .WET BORING ALLOWED ONLY WHEN - APPROVED BY THE CITY E GINEER. S5 UU METER BOX OR STANDARD TYPICAL URBAN CITY- CLEAN-OUT BOOT STREET CROSSING �I NOTES: S5-U4 1. FURNISH AS SHOWN ON PLANS MACHINE BORING _ AND/OR AT EACH MANHOLE WHERE SEWER LINE CROSSES OPEN FIELDS (TUNNELING) BLACK "ase) pp 2, SIGNS TO BE CONSTRUCTED FROM SHOULDER SHOULDER TEXT ^� VA R N I N 20 GA. STEEL BAKED ON ENAMEL VARIES VARIES 10" FINISH. FURNISH ONE SIGN AND UNDERGROUND SEWER ONE POST FOR EACH OPEN FIE AND AT OTHER LOCATIONS AS WIDTH OF PAVEMENT CONTACT THE G11Y 6"CLEAN OUT STACK SHOWN ON THE PLANS. FURNISH MIN. MIN. DiP OR PVC BEFOREExCAVATING SAME NUMBER OF REPLACEMENT L II FOR EARTH, SEE SIGNS AS FOR EACH INSTALLED ' =".O-BELO BEDDINGAND OMITTING MANHOLE NUMBER TRENCH DETAIL YELLOW 4" ON MANHOLE SIGNBACKGROUNDS(NOT A SEPARATE AY ITEM) H FLOW LINE. MANHOLE CEMENT STABILIZED :::�7" NO. " SAND AS SHOWN�� " 2 BLACK PRESSURE STEEL CASING CARRIER PIPE (i �2 CUSHiONREQUI ED N SENSITIVE NUMBERS NOTE. (� TO SE ADDED AFTER FOR ROCK, CONCRETE - BASIC SIGN HAS BEEN I. FOR MORE INFORMATION ON WATER AND SEWER LINE GROSSING PAINTED SEE Ci'iY STANDARD SPECIFICATION FOR WATER AND NOT LESS THAN 3" WHITE SEWER LINE CONSTRUCTION. F� BACKGROUND 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. STAN CLEAN 3. DRY BORING IS REQUIRED. UT FOR MAIN LINE WER WARNING A.ND MANHOLE STREET ROSSING O SE TYPICAL RURAL S C l" 45° SEND S5-o IDENTIFICATION SIGN S5-o2 5�5-05 l NOTE: NOTE: -. -1. WHERE DOUBLE WYE SERVICE 1. ALL MATERIAL SHALL BE ASTM d ELEVATION IS LESS THAN 2=7" F D3034 SDR26. Wl GASKETS, w BELOW PROPOSED BACK OFGURB, h MIN. SLAB ELEV. MUST BE SET TO O SANITARY SEWER SERVICE. "14 2. ALL SERVICE CONNECTIONS & _ ALLOW S N II EXTENSIONS ARE TO BE INSTALLED SEE NOTE 3 �' z SEE NOTE 5 w 2. MARK EACH SERVICE END WITH CONC. CURB SIDEWALK (TYPICAL li WITH THE MAIN LINE CONSTRUCTION. DNC. CURB & GUTTE SIDEWALK ('TYPICAL) w GREEN. j " 3. A CLEAN OUT IS REQUIRED AND O 'S, METAL "i' POST PAINTED &GUTTER 4 PVC EXTENSION O WILL BE INSTALLED BY THE cz 3. ALL MATERIAL SHALL BE ASTM W/PVC CAP �� ..� CONTRACTOR AT THE ROW FOR 70 • ' D3034 SDR26 WJ GASKETS ;p EACH SERVICE. CLEANOUT SHALL SIDEWALK b SIDEWALK (SEE NOTE 3) 0' O 4. ALL SERVICE CONNECTIONS & INCLUDE A BRASS PLUG. { w EXTENSIONS ARE TO BE INSTALLED 3.5' MAX. PVC WYE WITH ICTAHP nuw. 4. CLF-ANOUTS SHALL BE EXTENDED 4 CLWITH THE MAIN LiNE CONSTRUCTION. (SEE NOTE 1 FEET ABOVE NATURAL GROUND. CLEANOUT :: OZ 3.5' MAX. :... AND NOTE 7) ul CAP FITTING SHALL BE PLACED ON TOP. ( �z 5. A CLEAN OUT IS REQUIRED AND ! (SEE NOTE 1.) (SEE NOTE 3j ( a 2 2, °•j WILL BEINSTALLED BYTHE PLUMBER S. LOT CORNERS SHALL BE MARKED WITH 1 AT THE ROW FOR EACH SERVICE. a z LATH UNDER THE SUPERVISION OF WATER LIME - W��ER� L E Q A 6. LOT CORNERS SHALL BE MARKED WITH (MIN. 4 B�RY) PLS UPON COMPLETION OF ( IN. BURY z P�-+ CONSTRUCTION ) f ) PVC (SEE NOTE 2) 4' A LATH UNDER THE SUPERVISION OF ! PVC (SEE NOTE 4) - ! t"' RPLS UPON COMPLETION OF ss SEE NOTE 3 CONSTRUCTION r d Q O 7. WHEN SERVICE CONNECTION IS DEEP,' Cf� 2 0' 2' DESIRABLE CONTRACTOR MUST PLACE A VERTICAL 2.0' T DESIRABLE O rs, STACK THAT SHALL BE BROUGHT WITHIN a= �y 2 PV PLAN 3-112 FEET BELOW NATURAL GROUND. 2' PVC (SEE NOTE 2) -+-.� 2.0' ._....._.-.-..._„-,,-„ (SEE NOTE 4) ----...�.-.�.�,".... �� 0� +ry� STD. 450 PVC BEND STD. 45° PVC BEND SE(TYt CAL) a TEE WYE SERVICE FITTING ASTM 03034 SDR26 PIPE (SEWER WYE AND 1/8 BEND) TEE WYE SERVICE FRYING ASTM D3034 SDR26 PIPE (SEWER WYE AND 118° BEND) STD. PVC COUPLING WiGASKETS 01.0% MIN. STD. PVC COUPLING W/GASKETS Qi.0% MIN. PLAN PIPE IS NOT TO BE PLACED SEWER LINE (PIPE IS NOT TIT BE PLACED SEWER LINE ALLOWABLE HORIZONTALLY) - ALLOWABLE AREA HORIZONTALLY) /spa TAPPING AREA Q sn MORLF PROFILE ,U CITY OF BRA CITY OF COLLEG STATION BOTTOM UP OF CONNECTING'" BOTTOM LIP OFCONNECTING PIPE SHALL NOT DIP BELOW PIPE SHALL NOT DIP BELOW CENTERLINE aFMAIN. SEVtTER SERVICE LINE CROSSING - SEWER SERVICE LI E CROSSING CENTERLINE OF MAIN. 56-00 ! S7-00 NOTE: TO BE LOWERED TO FINAL R-O: W OR EDGE--- -GRADE AT TIME OF 1. WHERE DOUBLE WYE SERVICE 1;OF EASEMENT PLUMBER'S TIE-IN ELEVATION ISLES&THAN 2'-7" 4" PVC EXTENSION BELOW PROPOSED BACK OFCURB, R O-W OR EDGE R-O-W OR EDGE OF EASEMENT R-O-W OR EDGE OF EASEMENT `t MIN. SLAB ELEV. MUST BE SET TO W/PVC CAP OF EASEMENT TO BE LOWERED 'v wtw- ALLOW SANITARY SEWER SERVICE. (SEE NOTE 3) 2.0' ! w TO FINAL GRADE Nz 2. MARK EACH SERVICE END WiTH 1 VARIES Ow ATTIMEOF ww �---VARIES- z PLUMBER'S TIE-IN ;t wH METAL "T" POST PAINTED GREEN. PVC WYE WITH w �- m0 :: T\ PUC CAP n w �----VARIES 2, �-' VARIES z 3. ALL MATERIAL SHALL BE ASTM O '' - (( 3.5` MAX. ! r D3034SDR26W/GASKETS (SEE NOTE 3) ! grz AND NOTE 6) ! ;°: 4. ALL SERVICE CONNECTIONS & 3.5 MAX. ALLOWABLE APPING EA 4• EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. (SEE NOTE 1.) C l 1 OF BR 1 AN i PVC (SEE NOTE 3) SEE NOTE 3 BENDS TO BRING M 5. A CLEAN OUT IS REQUIRED AND ! (MiN. i%SLOPE) ThC Good X.ik, T yas 51j'Ic." ! STACK VERTICAL w WILL BE INSTALLED BY THE PLUMBER (TYPICAL 45° BEND} Q AT THE ROW FOR EACH SERVICE. �-, STD. 450 BEND PLAN TEE WYE SERVICE i S. WHEN SERVICE CONNECTION IS DEEP BOTTOM LIP OF CONNECTING FITTING (SEWER TEE) PVC (SEE NOTE 2 w CONTRACTOR MUST PLACE A VERTICAL SEE NOTE 5 i- STACK VARIES PIPE SHALLNOTDIP BELOW - ° <n STACK THAT SHALL BE BROUGHT WITHIN - O IN HEIGHT CENTERLINE OF MAIN. (MI N.1 /° SLOPE; 8-1/2 FEET BELOW NATURAL GROUND. PLAN 2.0' to 20 O M PVC (SEE NOTE 3) rn STD. 45° BEND NOTE: w (MIN.1 /° SLOPE) `ul 1. ALL MATERIAL SHALL BE ASTM PVC to (SEE NOTE 2} O TEE WYE SERVICE D3034 SDR28 W/GASKETS (MIN. 1% SLOPE } z FITTING (SEWER TEEj SENDS BRING w ���-- TEE WYE SERVICE TEEING ((SERVICE 2. ALL SERVICE CONNECTIONS & BEN N WYE AND 1/8 BEND) FITTING SEWER EXTENSIONS ARE TO BE INSTALLED STACK VERTICAL FITTING (SEWER WITH THE MAW LINE CONSTRUCTION. (TYPICAL45° -SEND) WYE AND 138 BEND; TAALLOWABLE A 3 A CLEAN OUT iS REQUIRED AND ROTATE AS NEEDED) ss ' WILL A INSTALLED ev THE STANDARD CONNE, MON P.?OHM DEEP CONNFCTIONPROFILF, CONTRACTOR AT THE Raw FOR STANDARD CONNFCTIONPROTILE DRAWN BY: C.t..l. EACH SERVICE. CLEANOUT SHALL .Tl,�'EP G`ONNEG7TONPROFILE DATE: 0$-01-12 INCLUDE A BRASS PLUG. (, 4. CLEANOUTS SHALL BE EXTENDED 4 � CITY 1 OF B11 C �,�N LBOTTOMLIPOFCONNECIIN6 * ('c/ T r� +� FEET ABOVE NATURAL GROUND. CLEANOUT CITY 1 OF l V� ( �1' ,GE STATION 1N CAP FITTING SHALL BE PLACED ON TOP. SCALE % N T h' PIPE SHALL NOT DIP BELOW SANITARY SEVER SERVICE CONNECTION SANITARY SEWER SERVIC APPROVED:. P. K. CENTERLINE OF MAiN. �E coNNECTION FIGURE: Y S7-01 S6 U1 SHEET OF 2 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 . � I 1. � I � I I . � � I I �:- -1 , : 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 I � I . I I . . I � � � . � 1. . I I I � � I I EDG E OF DRI Vc D LANE m . _ , STATE HI 4 �H PARS HIGHWAY 0 (WILLIAM D. FITC_ WAY) SIDEWALK 0 PATH . -..... MARK LOCATION WITH - � -'--.�: WI -!ERE APPLICABLE AI3IABLE WIDTH RO-W. ---, GALVANIZED " INSTALL . - CARRIAGE BOLT % X BOLT IN 2 4 A : d 4 . , ..,ia • ro • V •e, •e4 - '• �"^- •-_-.__ - WALK A. 11 : 4 v' - 4 4 . ti 4 q. d v. 9 j ---3 I // / ". / / .. d a 318 I 11 11 /� / � /� \ ...-'' v EXTEND END 12 � � � \ BEYOND CONCRETE /;� k 11 4. AND TAPE BOTH ENDS I . • \v. �,;;..,. ._,_,_-_ ••-..�_ � _� -317 - ••-.._.. ^--- - d T8M ---_ •� , - -- I - - �_ : e / ---•-_ EXISTING ATMOS 25 PRIVATE -•.....,, ^`'`�. , . • 4 J -- EXIS NG OVERHEAD •- . . e - _ TI VERH ENERGY GAS LINE CROSS ACCESS •-,:_. ` - - -- l - ELECTRICAL LINE '--- - ----1 40 BUILDING : ---'� 15 PUErMOi, -• • . e.. --- • • " "� EASEMENT 20 PARKING 10` ELECTRICAL " ' vrd : e ---� 3 TAIJ. SETBACK 8460/1 -- SETBACK TfiCAt 20 10 0 2Q 3 SCH 40 PVC PIPE a a .6 - SCREENING EASEMENT y . 4 .; .1 1 12" BELOW TDP O . e , ; a , BERM c/ •-•-... 6366/176. m B LD \ . . SCALE IN . \ \ \ a , .:v . / ` FEET GRADE TYP. . NAS' 55 29 E 376.86 . i -- -AE_'•_"_ \ AE t .. _ - : _ AE A A AES VC S _EL EVE . a - 317 AE GAS GAS A - ;1 GA • .G S GAS - N.T 5, � \ a .. .. AS - GA GA ° a� S 319 - . .-,- \ . 0 3 �2 1 9� 3 1 9 - 4 'a d a y - 7 30 d I , 1 . . I - T:� -� + . I � I I � ' s , s� q P _ .. 4• v _ B 1. a `�� 31 \ _ -- .- -T sI�A11L NrnEs: -a . \ t BUILDI G CORN ER v' b • 31Z_ _ I - TIE � 1. �,�• i. SIDEWALK TYPICAL SECTION .TO BE USED UNLESS OTHERWI E NOTED IN'THE d q a' • / -� �. l PLAN VIEW SIDEWALK B do P �Y� ( BETWEEN PU81JG WAY 2 UBLIC ,, AY 3 ALONG • d .. - try1. ' • )v -• � I CHARAI`i VARIES FROM TYPICAL SECTION -- SES SPOT ELEVATIONS). e o ; c PARKING I�IAND , 9 ..:, f( I 2a TYP• a± D 2. SIDEWALKS & SIDEWALK RAMPS SHALL B UCTEO ER CfiY OF CO G V. 4 - \ d • j 982 SF - E CONS LLE £ a .1 . _ K � _ SiATI01c STAND ( .. , . ,r VARKING !BLAND _ _ ARD SIDEWALK DETAILS. v ,n 70 SF - I : .� 3 BUILDING CORNER t S B \ - 1. fE _ .dg a TIE \ , _.�_ a . . 4 O ... RE LANE RE ... I .. d EAt16------�•--FIRE iANEr� .-�FiRE LAN RE LAN RE LANFt--4•.�F1RE LAN • LAND 1% \ \ d a a • v . 28 w 9 PARKING SPACES. 6 fi�C" ""+?a •y I I LANDSCAPE ISLAND ANALYSIS. MIN- ,�: 4 e 2q 'MAX.l \ .4 ;. I TOTAL PARKING. 74 SPACES i -.-,••.•.•• • a 25 PRIVATE GROSS \ I PERIPHERAL PARKING: .�-- d e 3 A f rn I 52 SPACES 315 , _ ' . 4 iS: ACCESS EASFJ�iENT 9 : r �, 23 . . d INTERIOR PARKING. 22 SP C • ,� F•- � F•- AES el- `� \ I e s �2-3 IRRIGATION -3 -•3 • , J _ INTERIOR LANDSCAPE ISL 2 DAY CONCRETE • SLEEVES (TYP.) ,4� I AND REQUIRED: ,, l 1 � � I d'e .4 � -- BI E c I - _ - N 9 PARKING .SPACES K RACK ,� f - 22 SPACES X. 12 -- 264 S , 3 BARS 12 - ST ENGTH 3DOD - psi `� DCEw OR 4 PARS o a ,,, . .Q Q 4 HANDICAP SPACES AR i # 4 ITHICK MI r s h ----•r�AN nc uu+ E x--_ :AN RE UiN a tr e h I •d D 5' --�C I I OS. a b -IIII d , - - 4 m RE 9 I . LAN d < PARKING F-; a M. I \ Is.. ••a•. ADA RAMPS e W `� ® .. PARKING ISUWD 18' 11, 18' iSLJ1ND ttf f I `r. �. ae y , i84 SF 8' %� 220 SF ` \ a e Q ' �$ I -."�.. 'd . 32 b I : I . � \mj I I v .4.. • da' • .'a FIRE LANE P r . '' -+ ,is _ -•'v-.. ,.- - -• U) a•' SIGN PARKI G ISLAND _ v. :D - 1-v. D PROPOSED . VL f D a _ a a 1 `� 331 I ®• e� '•d D v I 6 DEWAI.K D n D.�r- .d e ' v 'v .. „a. ' o P. a . '� d a v •n cr T i P re•+i•rre, r - q , a a 5 - b o v 1 o- ia r .D !- •v W a 4 ' I 18 Ii '4O' B-8 13' 23 t 4 E•°n f .. N. SEE I " ® 18 0FI 'ISH 0 .C.E.W. N 7E . - - CONCRETE S DEWAL • PARKING !SCAN ACCESSIBLE I 11 ��111111 1 11 PROPOSED ADA SIGNAGE . A 187 SF. . I ADDITIONAL INTERIOR LANDS 10 PUE a ", L ROUTS CAPE ISLAND 1 loii�� 7574/76 .. _ - /7 e - � _ I "• PROVIDED - d , f R DED S.F. = 304 SF 264 SF REQUIRED) ,�N r # d' I I d _ I , I N I A / . . I t , � - / , . � � I I I � � � I I 4 . I ..d. 4 F- r , :' d 9 I 4 J :G TYP. UNIT A UNIT B UNIT C IT D I .. :. ,4 N � r 10 ELECTRICAL z I •----'• EASEMENT • .. �, - I �. PROPO ED x\ 1 S BUILDfNG 4• z 12 10' - -.1 �" 5356/tis - . da v Y • I m I. 1 STORY I I II UT1UTY DEMAND WATE,R_DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 25 GPM MAXIMUM (PEAK) 100 GPM I . 2 DOMESTIC WATER METER SANITARY SEWER DEMAND S (CSD 90% OF WATER DEMAND) AVERAGE 22.5 GPM MAXIMUM (PEAK) 9D GPM . 6" SANITARY SEWER LINE @ 1.047. MIN. SLOPE FIXTURE UNITS = 217 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK : . 4 - \ �c �, 25 MAX BUILDING HEIGHT � 74 PARKING _ -4 .d ' 0 ELECTRICAL IN SPACES X 250 SF 18,500 SF `18 500 SF 2 � - \ 5 MAX INTENSE USE - e FF 39 7.00 EASEMENT 4,625 SF ... - 4 _ _ o i/1 ,- I 4 625 S rti I \ 773 522 F OF INTENSIVE USE ALLOWED • d � � 10,600 SF ( ! I c� F_ � • d ..�d - - a 'Q� _ N i \ , I r , .. j�' i I D .. - - + ^ - .. d ' d Q e / I m . - ' � I I r _. 1 I � e,1 43 . �1 iC I'-'� . _ � _ fi HIGH SCR -. I EXISTING / . FENCE OR WALL . h 5 SIDEWALK I PER ARCHITECTURAL �� 3 M 1 _ }•-� P I DETAILS w _ „ .4 _ • .. 4 , -¢•- -- .: i _ .:• � - I v s -soup WASTE - 4 :: _ _ ... _ - U DUMPS OC I - _ I \ I 11 W o- 8 TER L ATION v - - - - ,• S 8 I _ . ---- EASEMENT' 8c .d a .: .. .: S SETBACKS I \ 12 4 -r --,� � / `� , dq a r• o•, - _ � - ""'r•. : - : 4 - .. et . i D - a - S - \ v , 5 m TATE IiIGHWA•' 40 L , _ _ (WIC LSM D. FITCH P WA tQ - - 4 a Tt VARIABLE WIDTH R.O.W.OW' e _ f . -� , � : • . - P KING ISLAND � �H I ,.. b 3®�� - a : ..d - • r 2 9 SF t, di I / +1 - , ADA RAMP - "� / .. .. 4 .. .. .. e I r I� • , • as V c '4• •_.--" F- N I I . •N i \ . • o . w- /� ./� PROPOSED 2.5 to ' •P I .... a sr. WATER SERVICE 1..a •"s / i� l PROPOSED 6 d •... .• : a S h FIRE LINE rn . 14 9 S d PARKING PACES II , . .... ,, � - . PARK! G N e . `'y LY I .. • . 4a UILDING v .:. , Q" as f !. . , , , s a 3 _ -38 321 A - I 21 SF �( L1�� i SETB C� • . ��-5�••��-- - --- •..•• . •.• . ..;., ACK e - , ST - *. 3 . e - 2 3 IRRIGATION -� E-- -4, .. .... - `: 1O . „ ,,, �:,•-+3tr!'► t^' it N SLEEVES... .. � ELECTRICAL I �•/� w..... 20 PARKING ., -. •, _ va 4 :. :• 6 � .•�- - _ •:., ..... 15 PUE K 'Si TYP. : .. _ EASEMENT f SETBACK c :.: ICr 151. � - - I .. - . 8460 1 g { ADA RAMPS • v • 1 :/' \ ,,,,; , • . ! $35 /176 d F�iYP. !y ' a . d..V. / I IK o' a PARKI G ISLAND .. e 4 , d' 36.16 A' e� - 563 i SF , l I I I I 4• f •.. :.. i 1 - ...___ 1 4d m , _ E•-• ' \ PRaP05@ FIRE HYDRANT 4 e4 ,t d - <� •4• - I w dt • .- v d• i ', ° NROPOSED 2 WATER METER �, d' 6 •I• "Na3 PARKING ISLAND , 4 1 'v V 7 1P \ - d / \ I 27 e PRO 4S �" " _ 189 SF R ED 2• IRRIGATION M I' �t 1 d 5 EIER ;: a. I K I '�o _ Via.' - .'i r,�eav ..'W.r�• 314o-� Y4Aqq I .•b q , • _ to 3Ei ::.A.., ,. •:.• . , e --d . r ,. f e _ I .. .. .I i I I I I I I I , iI•--L � e I : i � 1 � I I __ -�. :. - d . a i. •dam 1. - _ e i'\ rn ••a d • � _ S EY+:�". I ' '; .•t .4.'. .yam:.::,.. ,,, a I 1,4% a � ( .: 2 ATE 0d a .. 6 PRIV CR I \ I :i ... .. J ., , .. , . ACCESS EASEMEN �4 flRE LANE SIGN - • . i i Id \ • J A' EXISTI G ad N . DRIVEWAY d F- I � :.• f N 1 I - f 4 r 1 - �, „'r" I 7 ., . a . I I T --- . 4 . f 1. e e s . 6 v 1 I A ... f 4 j I .. - 4 D - LIMITS OF I . - - f• F .I m . �.: a _.. to - CONSTRUCitON \ - v � ■ ■ ■ I m 1 s :,' ■ ■e �■ d• e 1 PROPOSED ;= 4 0 OSED I \ , .10 PUE�..3 9 f " PRIVATE 20 W TERLI E . • , .• !'r, -. ai - I 7574 n n6,. ,. 4 i - - STORM SEWER PROPOSED f EASEMENT I v - 4 I 3989 133 & I Q - � 8 WATERLINE 776 t45 .., . _ :r. .. .\ +a , z � ..... I ... -, v-• :. _.. �: _... ,_ ... a •, _ :. I PROPOSED I 10 PUE a .. B ILDING 10 _e t70 _ .. � ELECTRICAL 7564 269 . . \ i ... ) EASEMENT I .... ... _ STORY b PR POSED 6 . 10 PUE , . .•. . 5356 t76 a a I -' ro S S 7564 269 ,. EVYER SERVICE ! a , 25 ' I , 4a d _ I _ .. .. MAX BUILDING HEIGHT , . - .. \ - F - I F 317.0 a 2 .5 3. I A i I a a I .. ,. : I I ._.t. 600 SF I I� . , A ....- v r d �- 11 . _ I .... e I a v \ a i ao _ RIVATE ACCESS . .: . � I � � I � � - I . . I . � . . ...-,.* .--- , : * "' ., I_ � I I v 0,11 I 0 � 'i � � . I.to J z .. ELECTRICAL EASEMENTIly i I I \ 14a t6 � I . 3 .. , EASEMEN D v in (WIDTH VARIES, I 11773/522. 1 6 .. - a 0 TYP. ) • - 589 .. �• t .. _ 7 171 0 5 PUE I I ., I I I I f 20 WA LIE .I a , • , TER N _I EASEMENT I I v . •.. . �•e.+ .. . ., d to b�. a - r 39 89 133 & 776 145 d to ./ v 1=% I _ ....... •..,,r,, •. _ �� 4 e 1 -. I 4 I j Ie \ is .. per, P BLIC AOCESS \ , a . .. , !#moi. f .- . . PL 1 ti` 00 .. t I EMENT � ., eo a•• • . 11019 281 ,:I ! I. I Ju � I - -. L J oe o \ _ u o 2 13 I 8 e f f •S: zo 13 tt d �o \ 1 7 I •a ( i o' • ra. d \ \_1 Y I , •M I /� a a e a 'l r4. 4 7"iT I cam' " � f 11 L � I I c 'I: r I 0 c 1 >n 4 0 I IJ�'� .p I- f I PRIVATE ACCESS ACCESS EA T [ � i p f �r•� EASEMENT I •d ,• jj �" �I� F- WIDTH VARIES, 6 �•• �� iYP. ( , P OP05 •d R ED �ppaa . •. - 4 . G s > I 7589 171 ! ! 15 PUE 1 I' � f . 1 _ t. L d. 1 I \ v 60 PUBLIC ACCESS I I _ _ ft11 4•• I 1 \ _ _ I , I- 3` -i -`- EASEMENT I ! �� mmommommmmomm9mmmommmomm"m III 11. � .� � � *• •,. ,! ,. s . •. 11019/261 I .. I,,. ON . - - - - I II I -lip ti::. I`f's ��I �71l1�r• ' .' .. THE SEAL APPEARING ON THIS t�,,�„A ering., .. .. I-- : THO D .. --N . ■ s . DOCUMENT WAS AU RIZE BY �I�h��..•• n e � I I w * %.. " ..- [ -, -h., ..-.-,.. .: -.t'z­-`--. E in g D£VEN L DO * , '*'%. LIGENSE NO. 1 83 .�::...................... r 2730 Longmire, Suite A JUNE 21, 2013 ` DEVEN YEN . %....•........!:..RQ ........ College Station, Texas, �• 10x835 t r fSSUEQ FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 W f ,. SURVEYED DESIGNED DRAWN APPROVED JOB N0. DATE i .. "�®ss,)1�a MARK REVISION BY DATE KERR, Qw DLD JPSmmm� 13-249 JUNE1 Em 2013 FIRM # 12327 - SCHULTZ ENGINEERING, LLC INTERIOR ISLANDS ISLAND # TOTAL ISLAND AREA S.F. END ISLAND AREA REQUIRED S.F. ADD1IONAL INTERIOR ISLAND AREA PROVIDED S.F. 1 331 ISO 151 . 2 184 180 4 3 22a 180 40 289 ISO 109 .. N. SEE I " ® 18 0FI 'ISH 0 .C.E.W. N 7E . - - CONCRETE S DEWAL • PARKING !SCAN ACCESSIBLE I 11 ��111111 1 11 PROPOSED ADA SIGNAGE . A 187 SF. . I ADDITIONAL INTERIOR LANDS 10 PUE a ", L ROUTS CAPE ISLAND 1 loii�� 7574/76 .. _ - /7 e - � _ I "• PROVIDED - d , f R DED S.F. = 304 SF 264 SF REQUIRED) ,�N r # d' I I d _ I , I N I A / . . I t , � - / , . � � I I I � � � I I 4 . I ..d. 4 F- r , :' d 9 I 4 J :G TYP. UNIT A UNIT B UNIT C IT D I .. :. ,4 N � r 10 ELECTRICAL z I •----'• EASEMENT • .. �, - I �. PROPO ED x\ 1 S BUILDfNG 4• z 12 10' - -.1 �" 5356/tis - . da v Y • I m I. 1 STORY I I II UT1UTY DEMAND WATE,R_DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 25 GPM MAXIMUM (PEAK) 100 GPM I . 2 DOMESTIC WATER METER SANITARY SEWER DEMAND S (CSD 90% OF WATER DEMAND) AVERAGE 22.5 GPM MAXIMUM (PEAK) 9D GPM . 6" SANITARY SEWER LINE @ 1.047. MIN. SLOPE FIXTURE UNITS = 217 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK : . 4 - \ �c �, 25 MAX BUILDING HEIGHT � 74 PARKING _ -4 .d ' 0 ELECTRICAL IN SPACES X 250 SF 18,500 SF `18 500 SF 2 � - \ 5 MAX INTENSE USE - e FF 39 7.00 EASEMENT 4,625 SF ... - 4 _ _ o i/1 ,- I 4 625 S rti I \ 773 522 F OF INTENSIVE USE ALLOWED • d � � 10,600 SF ( ! I c� F_ � • d ..�d - - a 'Q� _ N i \ , I r , .. j�' i I D .. - - + ^ - .. d ' d Q e / I m . - ' � I I r _. 1 I � e,1 43 . �1 iC I'-'� . _ � _ fi HIGH SCR -. I EXISTING / . FENCE OR WALL . h 5 SIDEWALK I PER ARCHITECTURAL �� 3 M 1 _ }•-� P I DETAILS w _ „ .4 _ • .. 4 , -¢•- -- .: i _ .:• � - I v s -soup WASTE - 4 :: _ _ ... _ - U DUMPS OC I - _ I \ I 11 W o- 8 TER L ATION v - - - - ,• S 8 I _ . ---- EASEMENT' 8c .d a .: .. .: S SETBACKS I \ 12 4 -r --,� � / `� , dq a r• o•, - _ � - ""'r•. : - : 4 - .. et . i D - a - S - \ v , 5 m TATE IiIGHWA•' 40 L , _ _ (WIC LSM D. FITCH P WA tQ - - 4 a Tt VARIABLE WIDTH R.O.W.OW' e _ f . -� , � : • . - P KING ISLAND � �H I ,.. b 3®�� - a : ..d - • r 2 9 SF t, di I / +1 - , ADA RAMP - "� / .. .. 4 .. .. .. e I r I� • , • as V c '4• •_.--" F- N I I . •N i \ . • o . w- /� ./� PROPOSED 2.5 to ' •P I .... a sr. WATER SERVICE 1..a •"s / i� l PROPOSED 6 d •... .• : a S h FIRE LINE rn . 14 9 S d PARKING PACES II , . .... ,, � - . PARK! G N e . `'y LY I .. • . 4a UILDING v .:. , Q" as f !. . , , , s a 3 _ -38 321 A - I 21 SF �( L1�� i SETB C� • . ��-5�••��-- - --- •..•• . •.• . ..;., ACK e - , ST - *. 3 . e - 2 3 IRRIGATION -� E-- -4, .. .... - `: 1O . „ ,,, �:,•-+3tr!'► t^' it N SLEEVES... .. � ELECTRICAL I �•/� w..... 20 PARKING ., -. •, _ va 4 :. :• 6 � .•�- - _ •:., ..... 15 PUE K 'Si TYP. : .. _ EASEMENT f SETBACK c :.: ICr 151. � - - I .. - . 8460 1 g { ADA RAMPS • v • 1 :/' \ ,,,,; , • . ! $35 /176 d F�iYP. !y ' a . d..V. / I IK o' a PARKI G ISLAND .. e 4 , d' 36.16 A' e� - 563 i SF , l I I I I 4• f •.. :.. i 1 - ...___ 1 4d m , _ E•-• ' \ PRaP05@ FIRE HYDRANT 4 e4 ,t d - <� •4• - I w dt • .- v d• i ', ° NROPOSED 2 WATER METER �, d' 6 •I• "Na3 PARKING ISLAND , 4 1 'v V 7 1P \ - d / \ I 27 e PRO 4S �" " _ 189 SF R ED 2• IRRIGATION M I' �t 1 d 5 EIER ;: a. I K I '�o _ Via.' - .'i r,�eav ..'W.r�• 314o-� Y4Aqq I .•b q , • _ to 3Ei ::.A.., ,. •:.• . , e --d . r ,. f e _ I .. .. .I i I I I I I I I , iI•--L � e I : i � 1 � I I __ -�. :. - d . a i. •dam 1. - _ e i'\ rn ••a d • � _ S EY+:�". I ' '; .•t .4.'. .yam:.::,.. ,,, a I 1,4% a � ( .: 2 ATE 0d a .. 6 PRIV CR I \ I :i ... .. J ., , .. , . ACCESS EASEMEN �4 flRE LANE SIGN - • . i i Id \ • J A' EXISTI G ad N . DRIVEWAY d F- I � :.• f N 1 I - f 4 r 1 - �, „'r" I 7 ., . a . I I T --- . 4 . f 1. e e s . 6 v 1 I A ... f 4 j I .. - 4 D - LIMITS OF I . - - f• F .I m . �.: a _.. to - CONSTRUCitON \ - v � ■ ■ ■ I m 1 s :,' ■ ■e �■ d• e 1 PROPOSED ;= 4 0 OSED I \ , .10 PUE�..3 9 f " PRIVATE 20 W TERLI E . • , .• !'r, -. ai - I 7574 n n6,. ,. 4 i - - STORM SEWER PROPOSED f EASEMENT I v - 4 I 3989 133 & I Q - � 8 WATERLINE 776 t45 .., . _ :r. .. .\ +a , z � ..... I ... -, v-• :. _.. �: _... ,_ ... a •, _ :. I PROPOSED I 10 PUE a .. B ILDING 10 _e t70 _ .. � ELECTRICAL 7564 269 . . \ i ... ) EASEMENT I .... ... _ STORY b PR POSED 6 . 10 PUE , . .•. . 5356 t76 a a I -' ro S S 7564 269 ,. EVYER SERVICE ! a , 25 ' I , 4a d _ I _ .. .. MAX BUILDING HEIGHT , . - .. \ - F - I F 317.0 a 2 .5 3. I A i I a a I .. ,. : I I ._.t. 600 SF I I� . , A ....- v r d �- 11 . _ I .... e I a v \ a i ao _ RIVATE ACCESS . .: . � I � � I � � - I . . I . � . . ...-,.* .--- , : * "' ., I_ � I I v 0,11 I 0 � 'i � � . I.to J z .. ELECTRICAL EASEMENTIly i I I \ 14a t6 � I . 3 .. , EASEMEN D v in (WIDTH VARIES, I 11773/522. 1 6 .. - a 0 TYP. ) • - 589 .. �• t .. _ 7 171 0 5 PUE I I ., I I I I f 20 WA LIE .I a , • , TER N _I EASEMENT I I v . •.. . �•e.+ .. . ., d to b�. a - r 39 89 133 & 776 145 d to ./ v 1=% I _ ....... •..,,r,, •. _ �� 4 e 1 -. I 4 I j Ie \ is .. per, P BLIC AOCESS \ , a . .. , !#moi. f .- . . PL 1 ti` 00 .. t I EMENT � ., eo a•• • . 11019 281 ,:I ! I. I Ju � I - -. L J oe o \ _ u o 2 13 I 8 e f f •S: zo 13 tt d �o \ 1 7 I •a ( i o' • ra. d \ \_1 Y I , •M I /� a a e a 'l r4. 4 7"iT I cam' " � f 11 L � I I c 'I: r I 0 c 1 >n 4 0 I IJ�'� .p I- f I PRIVATE ACCESS ACCESS EA T [ � i p f �r•� EASEMENT I •d ,• jj �" �I� F- WIDTH VARIES, 6 �•• �� iYP. ( , P OP05 •d R ED �ppaa . •. - 4 . G s > I 7589 171 ! ! 15 PUE 1 I' � f . 1 _ t. L d. 1 I \ v 60 PUBLIC ACCESS I I _ _ ft11 4•• I 1 \ _ _ I , I- 3` -i -`- EASEMENT I ! �� mmommommmmomm9mmmommmomm"m III 11. � .� � � *• •,. ,! ,. s . •. 11019/261 I .. I,,. ON . - - - - I II I -lip ti::. I`f's ��I �71l1�r• ' .' .. THE SEAL APPEARING ON THIS t�,,�„A ering., .. .. I-- : THO D .. --N . ■ s . DOCUMENT WAS AU RIZE BY �I�h��..•• n e � I I w * %.. " ..- [ -, -h., ..-.-,.. .: -.t'z­-`--. E in g D£VEN L DO * , '*'%. LIGENSE NO. 1 83 .�::...................... r 2730 Longmire, Suite A JUNE 21, 2013 ` DEVEN YEN . %....•........!:..RQ ........ College Station, Texas, �• 10x835 t r fSSUEQ FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 W f ,. SURVEYED DESIGNED DRAWN APPROVED JOB N0. DATE i .. "�®ss,)1�a MARK REVISION BY DATE KERR, Qw DLD JPSmmm� 13-249 JUNE1 Em 2013 FIRM # 12327 - SCHULTZ ENGINEERING, LLC a S D BUILDING D PROP E m �{1 STORY ed F•--1 ' � . C 4 .. 25, MAX BUILDING HEIGHT .1 U U .: � FF — 317.00 10 4 F-1 .. E .. '- 84 SF _ s Points Required r�V�sc-p Streetscape Required Provided 2854 Additional Landscape Points for Streetscape 11 Canopy Tress Provided & State Highway 40 Streetscape: 327'125 = 14 Canopy Trees Required 22 Non -Canopy Trees Provided* Public Way 3 Streetscape: 253' 32 = 8 Canopy Trees Required 4 Canopy Trees Provided & * 2 NON-CANOPYTREES COUNT AS I CANOPY TREE - 8 Non -Canopy Trees Provided* Points Required r�V�sc-p Landscaping Requirements 95,121 Disturbed Area (sf) (95121 sf /1,000) x 30 Points = 2854 Additional Landscape Points for Streetscape State Highway 40 - (327'/50) x 300 Points = Public Way 3 - ((253'-65'-55')/50) x 300 Points = J . Total'Streetscape``Points= 1962 738 2700 Total Points Required = 5554 Schultz Engineering, LLu 2730 Longmire, Suite A College Station, Texas 77845 s 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR DLD DLD JPS 13-249 REV. AUGUST 2013 PLnr�y UHJ UHJ STATE HIGHWAY 40 (WILLIAM D. FIT CH PARKWAY) VARIABLE WIDTH R.O.W. ..,031uhultz Engineering, LLC 2730 Longmire, Suite A College Station, Texas 77845 - 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-249 JUNE 2013 HIM RFRU S T n I-7 D T1 THE SHOPS AT CAPROCK CROSSING GREENS PRAIRIE CENTER PHASE 2A LOT 7 BLOCK 5 -COLLEGE STATION, TX Points Provided Symbol Size 11 Name 8Type Quantity Point Value Total Points Live Oak Bigger than 3.5" CAL. (Quercus virginia) 7 300 2100 Canopy Bald Cypress 2.1" -3.4" CAL. (Taxodium distichum) 2 150 300 8CaZyl Crepe Myrtle Biggerthan 1.25" CAL. (Lagerstroe iia indica) 10 40 400 Non -Canopy Live Oak 2.1" -3.4" CAL. (Quercus Virginia) 11 150 1650 Cano y Streetscape Crepe IV rtle Bigger than 1.25" CAL. (Lagerstroe is indica) 22 40 880 Non -Canopy Streetscape Waxleaf Licrustrurn Min. 5 Gallon (ligustrum j ponicum) 42 10 420 Shr b Total Points Provided = 5750 Points from Canopy Trees = 4050 LEGEND DISTURBED AREA LIMITS 3' HIGH BERM i— Points Required Streetscape Required Provided State Highway 40 Streetscape: 327'/25 = 14 Canopy Trees Required 11 Canopy Tress Provided & State Highway 40- (327/50) x 300 Points = Public Way 3- ((253'-65'-65')/50) x 300 Points = Total Streetscape Points= 1962 738 2700 22 Non -Canopy Trees Provided* Public Way 3 Streetscape: 253'/32 = 8 Canopy Trees Required 4 Canopy Trees Provided & * 2 NON -CANOPY TREES COUNTAS 1CANOPY TREE 8Non-Canopy Trees Provided* LEGEND DISTURBED AREA LIMITS 3' HIGH BERM i— Points Required Landscaping Requirements 95,121 Disturbed Area (sf) (95121 sf /1,000) x 30 Points = 2854 Additional Landscape Points for Streetscape State Highway 40- (327/50) x 300 Points = Public Way 3- ((253'-65'-65')/50) x 300 Points = Total Streetscape Points= 1962 738 2700 Total Points Required = 5554 GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVROCK ( NOT LOOSE) OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, HE PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE IN STALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 11 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. big LA ND c -')-'CA PE P REVIEWED FOR COMPLIANCE JUL 0;8 2013 COLLtut 6ipf10N DEVELOPMENT SERVICES PLAT FILED: Planning File Copyo*4 SCALE VERTICAL N/A HORIZONTAL 1 " = 20' PLOTTING SCALE: 1:1 FILE NAME: 13-249 SHE I . . I I I I I : . . . I � � I . � I I � I . I . t I . I I I I . I I I . � I � I I . I I 1. I � I ! . I I . I � I . I � I . . � � 11 ; . . . � . � � � . . . � . . . . . . � I . I I . . . I � I I I 1. . . I I ­ . .1 I I 11 I I . I . � � I � I I - I -- . � � I I I I . � I . I I . . . . � � I � I I � . I I �Ips I I 1111111 I W - � -.---- i �- ---.-- --- ---- � I III Imm . � ­- . � I ­ I � � . I I I I . . I I - ---- � I I � . I . I I I . I I'l I � . � � . I I . � I I I I . � � � I ��� . . . I . � I . I .1 I I I . � I - I I I � SITE SPEQIFIC N S: , I . � � I � . I I I � � � I I . � t . I 11 I � I I I . � . � . I I . . I .1 I I I I I I I I 1. . � . I I � � . I I PROJECT BENCH MARK . 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 I I STATE HIGHWAY 40 (WILLLA-M D. FITCH PAMWAY) � � I I I I I I I � .. . 1. I � I I I . I I I I I I � THM I N 10188443.49 1 1 . I I � I I I � . . I . I 1. THE OWNER -OF THE PROPERTY IS BRAZOS TEXAS LAND DEVELOPMENT, L . THE SUBJECT � I I I I . I � I I . � I � I I � I � . I � I 11 . � I � I I VARIABLE WIDTH R.O.W. I I I 11 I I E 3577108.88 � I I IG U � ,. . � � I I I . I TYPE "D" EXPANSION JOINT. PROPERTY I LOT 1, BLOCK 5 GREEN PRAIRIE CENTER PHASE 2A. PROPERTY IS ZONED C-1 AN3 I I I I I I I I I � I . I I .1 I I � I '. . � . I 1 . � I . I � I . I I ELEV : 305.03 (COTTON SPINDLE) � I . I KEEP 6" RISE TO OV. � I I . � I . � � . � I � � 11 . I I � � ­ I I I � � MM . I I I � I . TO BE REMOVED . . ELEV = T/C ELEVE. + Y 1 � . . � 11 � I � I I � � � I ----yl I . � � � I . . I 7BM 2 N 10188122.96 � . � � I . I I . I I PROPERTY LINE ' � � . I � I S . I � I � I I I ITBM #f I � � ,�, . � M #3 1 I . I I � I E ,3577289.94 I., . � I � I � I I I I I I � 1 12, THE TOTAL �ISTURBED AREA FOR THIS PROJECT IS 2.18 ACRES (95,121 SF). - � I I . I . � . I I . - I . . I . I � � I M-- - - I .1 I I ELEV : 298.49 (COTTON SPINDLE) � . I I � MATCH FL OF � I I c� � I I � I � . I I I 11 I � I I � I . . I - I � 11 . � � I I ". . ". I EXISTI I I I � � .1 � I EXI-§1ING GUTTER . I . � I . I � I . , NG ATMOS I I I � � � � � I -a- � - * I I � ,.o '. � . I � I I I I I I . 3' * I . ORMATION AND DETAILS WILL BE PROVIDED ON THE STORM SEWER SHEETS & . I AE � I � ENERGY GAS LIN � � I I - _ . _ _ . I I I I �A E TEIM 3 N 101BB895.62 � I I . I � - - I . � . ,� 3. DRAINAGE I NF, I . . I � � � . I I I I I DRAINAGE REPORT. I . I � . . I � � ,� . I . � I I I I I I � I . I . � - , , I I I ELEV : 318.13 (BACK OF CURB) I I . . � � I I I � . I I . I � . � I I . - - -­ I . � � I I � ­- . . I t I ! E �- t�l� - ! P,.�i,'IAI�l - ---= - - , ! - . I � � I . I . . I I � � � . �, 11 � I � I � � .� � I �� � - . - - --� - . - �- ----I-� ­ .- - . - � I � I I � � I /, I : 4. LANDSCAPIN AND IRRIGATION DESIGN & ANALYSIS WILL 13E PROVIDED'ON THE LANDSCAPE & I I � I � I ; -�O�czr I � I . I I I I . I . .!C-- I -- - . . � . I I I � . I . ( I I � 60' PUBLIC .,q i: - . I � I I � � I � � I I I .. � J= 6" . . I I . IRRIGATION LANS. , , , I I . . . I � . . W � I . I I � � � I I I I I I . . � . I � � I � I . . 11:74 I I . 1. � . I I I I I I I . .1 I I I I . I I I � � I . � I I . � � I I � / I I - .; ­ Ir- I . I I � . I . . I I - .::ni * N8z� I I - -I ..,= i . � I , � . I I � � I I . � � r-1- . N4U .8;,\ I E 3577520.09 . � � I I I EXISTING PVMT. - . � 1 -7 ' f / - - - - ==z- - 1. -p� 2=1 .14 . 5512WE-- 37-6 ­ _rzi­ 11 , . - I I I � � � I I I I . 10' ELECTRICAL � ACCESS . I .,-- �,i . Pug I YL I .1 I I M I .1 . I I � I I . I � . I . . . . I I I I I I I . I I � I . . , . . 11 � I � I . I I � . I . I I . I � EASEMENT � I EASEMENT � . 8.46.0/1. 1 � � � . . I � . . I I � I � . . � � . . . . EXISTING BASE " RISE I DRIVEWAY JRON SHALL BE I � � I 1 5. THE IRRIGAIION SYSIEM MUST BEAPPROVED AND INSTALLED . PRIOR - TO C.10. . I . � I . . � � .11 I I I I � I � I I � . 5356/176 11019/28-1 " `Iit�-�-� I I .1 I I jj� . � I I . I . . I � . I � � I I . I t.,-& I I . I . � I 1, � I � I 11 I I � I . I . � , - � I � I . � I I � I I I � I I # j / ­ I I I .g, v I I, 6" (28 -DAY CONCRETE I I � I I I I / . ..14r :�, I I H I . I SEE SHEET 02 . I � - � I � I I . I I I I � � I I . � I I I I I . I I I � I I I . 11 I I I � � � I t - , ­- - - L I - FOR DETAILS - : � I � . I I . , �� � � I . . I � I I - . STRENGTH = 4000 PSI) W/ 4 1 1 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 11 I I . . � � . I � I ­ I � I I I --------- � I I I I . I I . I I . I / , / � 10, PUE, I �qffitl 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 1. I I . . . .1 - . I � . 11 . I I I I I . I I I I PRIVATE ACCESS 7574/76 -:-- En � I I BARS 0 1 1 .. I � I . K -i... ,,-. . - . I . I I � I . I � I � . � I � �� 8" Ol ASPHALT 11 17. THE SUBJECT TRACT DOES NOT LIE WITHIN, THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLO D I � ... I � . . I I I I I I / � EASEMENT (WIDTH VARIES, - :.. 11, r . I . I . � . I I &11117 LlAfnt' I I LV I 1, mu�,r% I I - - I I . : I I& � I I . SO- TYPj 7589/171 1 � - . WAM . I , I PHASE 1 � LOT1, BLOCK 2 1 C i - W 1�0 , I I I I I � I la -v . I - . I �. . I Ri I �� 4 I . I � � 7574/6 1 PHASE 1 PLAT I � I I I . ; M V. . - . � . C4 .4, 1 - I in I : � / I I . 11 !Q . >-# I I I I GREENS PRAIRIE CENTER I 1 7574/76 � I . I41 - , - � � I f , ( / I � � I - , - - . I . � � I -1 j Iff GREENS PRAIRIE CENTER 4 - I 11 I - 1. � � A, I I ZONED C-1 � I I I I H - I I I �q "- . I I I . . I I � 0 "� I I . I / l . I I IN . R Q t �� ��" I EXIS71NO UNDERGROUND I I �-j I I I 11 rt 1 17 rl � � GAS LINE . I . I 11 �� pq � PROPOSED FH I I . I � I � . . � :$ - - �) I I , I . ........ � . I - I . -1 � � I . 1* I j co . � I 11 . I I I � v .. . � - LIMITS OF DISTURBANCE .. I � I . . � I � I I I � I . 1. � I I--,' I--,' / � f / I I I 1 � I I � I . I . lo . V�W�lz r .1 �. I � I . � � . I � � . . I I � 1114auiNn F%Jfx [3rvv-v,a t�vuvv I 1, � I MAMO nmu 114"l-urtf-UrKA1 W AMAZI. WMMUNI I T Nki I . . �L. I I I L 1 4 X 1 8" 0. C. SHALL BE ALLOWED ON OPEN I . L . L I L . I . 480083, PANEL NOS. 032SE, MAP NO. 48041CO32SE, EFFECTIVE DATE: MAY 16, 2012. 1 1 � I . � I 1# FOR TYING NEW : DITCHED STREET SECTIONS ONLY. . L . . I . I 1. I . I L . I I I I I I . TIG L I . . . - I L � . I L I � I . T I I . .8. L ALL RADII A D DISTANCES ARE MEASURED TO THE BACK OF CURB UNI ESS OTHERWISE NOTED. I . : L L I . L . I . I i I I L . � . . i I I L . I � L I L . . SECIION A -A I . I . PAVEME � . I I L . . . L . I 9. ALL PAVEME T SHALL BE CONCRETE. L REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. . L L I . . I . I . I I . I I � I I i L I I � I . I M L I I i I � I I I I I 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STOR SEWER, ETC.) SHOWN ARE ! L . I ! . I i t I L I . . I I I A I j L . L I L I I LL I L I I TYPE "On EXPANSION JOINT I TAKEN FROM� BEST AVAILABI E RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP I I I I I . L I . I L I I c I I . . I I "�11111 . I I .DC OBTAINED BY FROM .CITY & INDEPENDENT AGENCIES AND/OR ABOVEL.GROUND FIELD I I � � I . . I . L . EVIDENCE, SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. I . L . . . . L 11 I L . I � I L I I 11 L L PROPERTY LINE � I I I I I . I IL L . I I I I I I I I I 4 -R . I .. I . I - - - I I 4 I . I � . . I I I � � � � .. -- . 1; ISINk, . � . � . � I I I ­ . -- -- I ­ 11 PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE NTH THE UDO. � I .1 11 .1 I . � ---.-, � PUE (WIDTH VARIES) I I ,�;. . PROPOSED87 11 �. I r � I I I I . I ------- I PUBLIC DRIVE I I I 11 11 I � . .1.. . . . I I � I I I I � I 11 �. ­ � � I I I � I ! I I � . I I � I I , � Tam f2 7564/269 � I I I . I I `;i 1. . .. I I WATER LINE 9* I . I I I 1. I I I I ' � . I I � � . I I I I I f . . . . I 4.1 : , � I I . I I I I I � . . I I I � I I I . I I I I � I . . � : I I I . I � � Z N -P., . I I ---� I I I . � I I I �� 11 I I I � . � I � I � I I . 1 12. A" STORM 'E STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL , I . I I I I I � I I PROPOSED S* I . . I . � . � � � . I ­ � - VARIES � I . . NOI THI WER IS PRIVATE. . I � . I . � . .. .�- e SEWER I � . I - I I I I 1 I �T I I 1. I I � I � � I I - � . I � � I I -"-- I I . . r USE, CITY OF COLLEGE STATION LOGO ON COVERS., - � - ­ I I � � . . I . . I I - � -- -Z;.;.! LINE . I . . I . 11 I � � . . I : [ I . � � ­ .� 11 I I I � .1 . � I I L 1. I I . G .. � I � . � g.k- - . I I � � I . � � � I � I I I I I I .1 � . I � `� � � I 1. . � I I . I . � I I . I � I I � . . . .1 , : 0� � � "on wommmm" � I I I �. I � I I I � .. ,� I I � . . � I I � � ­ . � I I � .* MAINTAIN 2% � I -- -- - - - 11-1 -RETURN CURB TO HAVE- -13.. A PORTION OF THIS SITE IS LOCATED WITHIN THE, SPRING CREEK SANITARY, SEWER . IMPACT FEE I. �. I I I I � � � �. I .. I I ,,- . ­- - - - , - T - � I I � � . -- ­ , -- - ­ - ­­- 11 --1 -- 11 - -- I '�",';. � I I � I . MAX CROSS SLOPE - � I I I A ROLL FACE DIMINISHING I I I . � - I , . I , p / � - � � � . . - ITT I EXISTING ' 1� 60 PUBLIC : - , � : . I � � I � 11 � I � . . .1 I . - I � - -- I � I ­ I I I I ­ - N-Nl. 1 PU13UC DRIVE ACCESS I I -1 � . � � I I AREA. ,-.. .- � � 11 - I I I ­­ . I 10' PUE i I, -- . - I I �, ''I I . - ,- --- --- . - - ­ - �- ­­ - ­ . . I 11 I I . 1. I - . I . . I I . � I --- R0,4��AQ I � I 1. I . - . �. I ­ I I 11 � 1, I., 11 . I I ,� I I -----r,- -- EASEMENT . .. I 1. I � I � - 111.1 I � -­ ,--- ­-, ­- - I I.. � ­ � I � - j . ­ . I . I I . . 11 tv " I . //" AT RADIUS POINT. I . � . I I I I . I I � I .1 -- --- - - - - I I � I " A tnt, I I � I . I I . I � � I I I � --- - -I- � - I ­ , I I . 1, 11 I I . �7584/269 , , :p � � I . � . . .1 I � I . I I � I -I Tt-t U � I . I . I I y I I., I'll -I. 11 I I . . I � I 11 -��Ilf �1-14 � ENSTING 8- ) 11019/281--'4� I ir'. � I I I I . � - I I I I � . I I 1. I �.. . 25' MIN R. � I I � . ,/ I . . 1 14. THE FIRE SL P:PRESSION LINE SHALL HAVE A LOCKABI E LID ON THE ISOLATION VALVE, . . I &j SEWER LINE I --Z I � 1 � I � I I I I LONGITUDINAL I . I I � � � . I . I . . . � � . � . I . I - - j -'--.ioff �� . . I I I � I . REMOVE CURB / AMBI)LATORY RAMP LOCKABLE UY SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL56.2 LOCKING. LID . . . I W. �.,;; I I . ­ -�---- .��v � . I . I � � . . . I I � � � I JOINT I i . . . ;r . I I I I I I I I � I I . � I . � . . . ,,, ,I;kl!,-, - - - - - - - ­ I - - I . I I . � . I I I I I � I � . . , . I I MUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES (R I I � I I , , I I I I . I I � � . . . IF2. , . I I. /11, ::j - SLOPE = 1:12 MAX � - . . � 1 40V 1 . _7-!, 17 - . . I AT MINI . � I � � a � , 1_111:"j�� .1 --- - 00" z4vc - &%.18t-­� I I =i�114-- ---- I � 1, I I I � . I . . - - - I \ I / I � � . . � . - I I : � . I � � I I . I . . I . I . . I I - - - - . - , HIS DESIGNE L � I � � I � I I !,� 11.11 . � 4 . � I � . I -- . . vv- t4 .3'.. ­ . I I � � I I I � � . � I . � SIDEWALK---___. I I I I I I . I 1. � � I I : - --- �z- - - -- rvi�- L- � , � � I .1 � _ I � I I � I I � 11 � I I � I � - --- � - . . � I I 1. . I . � I . I � I . � � I � I I I . . I S I .- - '� ---�- I � I � I � I � I � 15. 1 I �� * . . . 4?� �, �- P�� I I I - I I rHE MINIMJ REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE IIB OF 10,600 SF IS � I I � - . '. !! 1!! i , � - - * T-�, I . I I I . I I I . I . 2,250 GALLO ---,. �;"��ir:�14��; I � I . . � . I I I - � I . ! I ... ­ I ­ I . I ! I � - - 1. I I EAT I NEAT PROPOSED HYDRANT WILL BE SUFFICIENT. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER I I : I . . : I I . I I I I - I .. � - I I � I . � I SYSTEM. . ­ � I 1, � � 11 � I .1 � � . : I � I I I � . � . I 1. . SAW CUT I � . I I SAWCUT . . I � � . I � I . ; 11 I � � � I I � � I I I . I I � . --� - . a . . . . . . . -1 �­ " I I I � I � I . I I I � � � � 1, I I . I � � I . � I I � I � � . A - I � - - - T - � � I I I I � I I � I I . I � --) a - - .-RITM Aw-:1A1-- �-- � I . � I . I . . � . � � . I . � I ,WS PER MINUTE. Two FIRE HYDRANTS ARE REQUIRED. THE EXISTING HYDRANT & I . : I � , . M,7-14'10��,. OR' - � � I I . * A ,� � I , I � I I , 1? I . � I , I , - I . I I -N - P - - "" -.- Js; 014" 20! WATERUNE N - I . I . � . . --- -� - - � . I - ­ I EASEMENT -4--f 10, ELECTRICAL , I . I . I / I I � . I I . � I � . --� --- . � . . S-. " 3989/133 & 776/148 . � I � EASEMENT I � I � � � ,� I I . . I . ,� I I � � . - - - - - // � I � I . I . I I � I I I I I . I I I I I . 1, � I I . I I I . I I 11 . I � I I - I I . I I . "� �: I � i . I � I I I � � � I I I I EXISTING 87 I I � I I I I 1, . . . � . - 5356/176 1 - I � � . . . I � . I � /// , -­ - ­ . . I I � I I � I I .1 . � I I I I � . / . 16. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNinE) 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 SEWER LINE I � I . I I I ­ 1. EXISTING . I � � I � . I .� . . . � � 11 , � � . I CE. I I 11 . � I I I � . I � � � . � I I � I I 3"NG STORM I I � . � I I I . / v DEVELOPMEN r ORDINAN . � . I . . � I I SEWER LINE . I I � \- * I . I � I I I . I � -­wl �- -�TYPE "Gly I EXISTING CURB & GUTTER TO I I I 1. � I I I � � . � I � . PRIVATE ACCESS I � U) I . I I FIRE HYDRANT I 0 . I . I . I . � .1 I � I � � I I . I I I I � . I � 6 ..< .... . . - I � . � I . . � I I t � . I . I I . I I " , , I . . . � . . 1 � I . I � I I . EXISTING le � I I I EASEMENT (WIDTH VARIES, � I , � � -1 00 I � � .1 . . I I :;� C) � . I I . � � 11 I . � . . I . EXPANSION � I BE REMOVED .- REPLACE STREET 17. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL 13E SCREENED FROM VIEW OR I � �� I � I WATER LINE � I . 60' TYP.) 7589/171 1 . I I � . I � V� - . � I � � .JOINT . . N ` , "' � SURFACING AS NEEDED � I I -1 I � I . I � I I ,. I I � . I I ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT I .. I - . I . . I I I . I I I I . . : 1 I (n n -JJ � � . I - I I I ­ �� I I I � I I I I . . � � I . I I SAW CUT � . ; . I I I I . � i I I I � . � . Mw �. ­ � 11 . . 11 � � . � I I I I -IN 150' OF THE SU13JECT LOT, MEASURED FROM A POINT. 5 FEET ABOVE GRADE. SUCH I � . . � � I . � I I. Na OIT 41re - 11W I � I I . . I . I I I . � � I I ­ . . I � � I � . I . . � . 0 w th f--�, I I 1. I . . I � . I � I . � I � . I � � � I I I I I I . I . � I I � � � I � I � I � � � I � � I � . . � I . I I . VATH I � � I � I . I I I I I I I . I . I 0 0;�4 z I I . � . . . . I � I I SCREENING SHALL BE COORDINATED NTH THE BUILDING. ARCHITECTURE AND SCALE TO MAINTAIN I A I . I I I . . I I � I . . � ,� I � � I . I I I � I . . I . I .� � I � I I ' . I I � . � � I . � 1 � I . . I . I � � I � -j < MY I --DRIVEWAY DETAIL I I .1 . I � . � � � I � . . ­ I . I I I . I . � I jf� cn � I I I � I COMMERCIAL I I I . � UNIFIED APPEARANCE. I I � I ., I I I I I . � � cm � . I I I I I � I I . . � �. . . 11 � I I I I � . . . I . ­ 1. . . �� 1: I .1 .1� ­ L . I . N.T.S. 1, � I � . . � I 1� I I � I I 111. � I � � I I,, I . I I 11 � I I � I . I I I I � I � I I I � . � � I I I I EXISTING S' � , 0*4 �zo U) 0 . I I . I I I . . I I I . I I I 1� I . I I . � . � � ! . I I . I I SEWER LINE I I cj 0 -J � I � . � . . . � I I . � � . ! I I . � I � � . I I I . I I . I I - I I . . I : I . 1. I . I I I I � � I I I � . . � 18. THE DUMPST R ENCLOSURE SHALL 13E A 6' TALL WOODEN OR STONE FENCE PER ARCHITECTURAI I : I . � I I I � � . � � I I I I I . I � I � - . � . 1-- 04 r,4 I � , � I . � I I . � I . I I I I . . I . I I . � 11 . I I . I : I I I . � I I � 1. . I . . . I . I I . I . I C,%- I I � I I � I . . I . I I I . � � I I I . . I I . � I I . . � I i I � . . I I . ­ .. � � � . I ,� . cn . I � 1 9 14 X I I I . I I I � .� . �. . I I . I � I I � DETAILS. THE*DUMPSTER AREA SHALL BE 24' x 12' NOT INCLUDING ANY BOLLARDS. IF THE I I I � I . I I BR . � I I I � I � I . I WO 11 .1 I . � ­ I I � I . I I I I I DUMPSTER E4CLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE U71LITY � � I I . I I . I I I 00 I I . I � I � M � . . I I I I . 11 . I 11 I � . 1. I I I � I I I I . I I � I I � . I . � .. . I I I II � DEVELOPMENT, LLC. . . I . I., , , , I I w I I 11 . � . I . � I . 11 I I . I I I I I I I 1 EAS RTY OWNER IS ,RESPONSIBLE FOR THE REPLACEMENT OF THE I I I � . I � I � . . . . I I � I . � I � . � . 11 I � I . I �. � . I . I I I I I . I I � ENCLOSURE. I - I I I i I � � I � . LOT 1. BLOCK 5 1 . 30' PUE I I . I I b I I I I � I I � .. I � I � I 11 I . � � � I � . . I I . . - I I � : � I . I . . I I ­ i . I . �. I I : , J(Y ELECTRICAL I I I � � ,� I I I � I � I � � I . : I � 1 . I 11 I � � . � 11 27.60 ACRES I 1 8460/1 1 1 1 . I I I I W) I I ­ I � I I � � � � . . I . I . � I I I I : � I - � I . �.. . I . I I I . I I - I . R 6" IN HEIGHT WIH BE SCREENED FROM VIEW OR TREATED TO I I I I I � . 11 I 11 I I I I . � I I . . I I � . 19. ANY EXPOSE ET : � . I I I K EASEMENT � I I � � I I . I 1. . � . � I I � I . � � I I ,� I ; I I I I I . � � I . I . ­ . ,� . I � I I I � I � ,� � �� 11 I .. � I I LOO � ! � I I � . I I I I . I I I I I I . I I . I . . ll( LIKE STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, I � I � I I I I I I I I � I � lco �F 773/622 1 1 1 . � . � � � I - I . I � 1. � � Curve Table I � I . CURVE # LENGTH RADIUS DELTA I I TANGENT CHORD . CHORD DIRECTION � C1 298,81' 400.00' I 042!148'06" � 156.76' I 291.91' S18`4-,I2I041`W C2 � 41.73' 25.00' 095*38'03" 27.59' 37,05' S8r57*0B"w C3 631,78' 840.00' 04.TO5'35* # 331.67'� 616.99' NE15! . 46*37'W ­- C4 517.70' . 710.00' 041*46'40" 270.96' 506.31' N66'216'06*W I CS 76.42' 800.00' 00628'23'� 38.24! 76.39' -�- N45157'07"W , - I C6 40.51' 704.99' OOZ55*10" .20.26' 40.50' N36'41'19'W , I � . I � � . . I I � 1114auiNn F%Jfx [3rvv-v,a t�vuvv I 1, � I MAMO nmu 114"l-urtf-UrKA1 W AMAZI. WMMUNI I T Nki I . . �L. I I I L 1 4 X 1 8" 0. C. SHALL BE ALLOWED ON OPEN I . L . L I L . I . 480083, PANEL NOS. 032SE, MAP NO. 48041CO32SE, EFFECTIVE DATE: MAY 16, 2012. 1 1 � I . � I 1# FOR TYING NEW : DITCHED STREET SECTIONS ONLY. . L . . I . I 1. I . I L . I I I I I I . TIG L I . . . - I L � . I L I � I . T I I . .8. L ALL RADII A D DISTANCES ARE MEASURED TO THE BACK OF CURB UNI ESS OTHERWISE NOTED. I . : L L I . L . I . I i I I L . � . . i I I L . I � L I L . . SECIION A -A I . I . PAVEME � . I I L . . . L . I 9. ALL PAVEME T SHALL BE CONCRETE. L REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. . L L I . . I . I . I I . I I � I I i L I I � I . I M L I I i I � I I I I I 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STOR SEWER, ETC.) SHOWN ARE ! L . I ! . I i t I L I . . I I I A I j L . L I L I I LL I L I I TYPE "On EXPANSION JOINT I TAKEN FROM� BEST AVAILABI E RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP I I I I I . L I . I L I I c I I . . I I "�11111 . I I .DC OBTAINED BY FROM .CITY & INDEPENDENT AGENCIES AND/OR ABOVEL.GROUND FIELD I I � � I . . I . L . EVIDENCE, SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. I . L . . . . L 11 I L . I � I L I I 11 L L PROPERTY LINE � I I I I I . I IL L . I I I I I I I I I 4 -R . I .. I . I - - - I I 4 I . I � . . I I I � � � � .. -- . 1; ISINk, . � . � . � I I I ­ . -- -- I ­ 11 PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE NTH THE UDO. � I .1 11 .1 I . � ---.-, � PUE (WIDTH VARIES) I I ,�;. . PROPOSED87 11 �. I r � I I I I . I ------- I PUBLIC DRIVE I I I 11 11 I � . .1.. . . . I I � I I I I � I 11 �. ­ � � I I I � I ! I I � . I I � I I , � Tam f2 7564/269 � I I I . I I `;i 1. . .. I I WATER LINE 9* I . I I I 1. I I I I ' � . I I � � . I I I I I f . . . . I 4.1 : , � I I . I I I I I � . . I I I � I I I . I I I I � I . . � : I I I . I � � Z N -P., . I I ---� I I I . � I I I �� 11 I I I � . � I � I � I I . 1 12. A" STORM 'E STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL , I . I I I I I � I I PROPOSED S* I . . I . � . � � � . I ­ � - VARIES � I . . NOI THI WER IS PRIVATE. . I � . I . � . .. .�- e SEWER I � . I - I I I I 1 I �T I I 1. I I � I � � I I - � . I � � I I -"-- I I . . r USE, CITY OF COLLEGE STATION LOGO ON COVERS., - � - ­ I I � � . . I . . I I - � -- -Z;.;.! LINE . I . . I . 11 I � � . . I : [ I . � � ­ .� 11 I I I � .1 . � I I L 1. I I . G .. � I � . � g.k- - . I I � � I . � � � I � I I I I I I .1 � . I � `� � � I 1. . � I I . I . � I I . I � I I � . . . .1 , : 0� � � "on wommmm" � I I I �. I � I I I � .. ,� I I � . . � I I � � ­ . � I I � .* MAINTAIN 2% � I -- -- - - - 11-1 -RETURN CURB TO HAVE- -13.. A PORTION OF THIS SITE IS LOCATED WITHIN THE, SPRING CREEK SANITARY, SEWER . IMPACT FEE I. �. I I I I � � � �. I .. I I ,,- . ­- - - - , - T - � I I � � . -- ­ , -- - ­ - ­­- 11 --1 -- 11 - -- I '�",';. � I I � I . MAX CROSS SLOPE - � I I I A ROLL FACE DIMINISHING I I I . � - I , . I , p / � - � � � . . - ITT I EXISTING ' 1� 60 PUBLIC : - , � : . I � � I � 11 � I � . . .1 I . - I � - -- I � I ­ I I I I ­ - N-Nl. 1 PU13UC DRIVE ACCESS I I -1 � . � � I I AREA. ,-.. .- � � 11 - I I I ­­ . I 10' PUE i I, -- . - I I �, ''I I . - ,- --- --- . - - ­ - �- ­­ - ­ . . I 11 I I . 1. I - . I . . I I . � I --- R0,4��AQ I � I 1. I . - . �. I ­ I I 11 � 1, I., 11 . I I ,� I I -----r,- -- EASEMENT . .. I 1. I � I � - 111.1 I � -­ ,--- ­-, ­- - I I.. � ­ � I � - j . ­ . I . I I . . 11 tv " I . //" AT RADIUS POINT. I . � . I I I I . I I � I .1 -- --- - - - - I I � I " A tnt, I I � I . I I . I � � I I I � --- - -I- � - I ­ , I I . 1, 11 I I . �7584/269 , , :p � � I . � . . .1 I � I . I I � I -I Tt-t U � I . I . I I y I I., I'll -I. 11 I I . . I � I 11 -��Ilf �1-14 � ENSTING 8- ) 11019/281--'4� I ir'. � I I I I . � - I I I I � . I I 1. I �.. . 25' MIN R. � I I � . ,/ I . . 1 14. THE FIRE SL P:PRESSION LINE SHALL HAVE A LOCKABI E LID ON THE ISOLATION VALVE, . . I &j SEWER LINE I --Z I � 1 � I � I I I I LONGITUDINAL I . I I � � � . I . I . . . � � . � . I . I - - j -'--.ioff �� . . I I I � I . REMOVE CURB / AMBI)LATORY RAMP LOCKABLE UY SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL56.2 LOCKING. LID . . . I W. �.,;; I I . ­ -�---- .��v � . I . I � � . . . I I � � � I JOINT I i . . . ;r . I I I I I I I I � I I . � I . � . . . ,,, ,I;kl!,-, - - - - - - - ­ I - - I . I I . � . I I I I I � I � . . , . I I MUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES (R I I � I I , , I I I I . I I � � . . . IF2. , . I I. /11, ::j - SLOPE = 1:12 MAX � - . . � 1 40V 1 . _7-!, 17 - . . I AT MINI . � I � � a � , 1_111:"j�� .1 --- - 00" z4vc - &%.18t-­� I I =i�114-- ---- I � 1, I I I � . I . . - - - I \ I / I � � . . � . - I I : � . I � � I I . I . . I . I . . I I - - - - . - , HIS DESIGNE L � I � � I � I I !,� 11.11 . � 4 . � I � . I -- . . vv- t4 .3'.. ­ . I I � � I I I � � . � I . � SIDEWALK---___. I I I I I I . I 1. � � I I : - --- �z- - - -- rvi�- L- � , � � I .1 � _ I � I I � I I � 11 � I I � I � - --- � - . . � I I 1. . I . � I . I � I . � � I � I I I . . I S I .- - '� ---�- I � I � I � I � I � 15. 1 I �� * . . . 4?� �, �- P�� I I I - I I rHE MINIMJ REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE IIB OF 10,600 SF IS � I I � - . '. !! 1!! i , � - - * T-�, I . I I I . I I I . I . 2,250 GALLO ---,. �;"��ir:�14��; I � I . . � . I I I - � I . ! I ... ­ I ­ I . I ! I � - - 1. I I EAT I NEAT PROPOSED HYDRANT WILL BE SUFFICIENT. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER I I : I . . : I I . I I I I - I .. � - I I � I . � I SYSTEM. . ­ � I 1, � � 11 � I .1 � � . : I � I I I � . � . I 1. . SAW CUT I � . I I SAWCUT . . I � � . I � I . ; 11 I � � � I I � � I I I . I I � . --� - . a . . . . . . . -1 �­ " I I I � I � I . I I I � � � � 1, I I . I � � I . � I I � I � � . A - I � - - - T - � � I I I I � I I � I I . I � --) a - - .-RITM Aw-:1A1-- �-- � I . � I . I . . � . � � . I . � I ,WS PER MINUTE. Two FIRE HYDRANTS ARE REQUIRED. THE EXISTING HYDRANT & I . : I � , . M,7-14'10��,. OR' - � � I I . * A ,� � I , I � I I , 1? I . � I , I , - I . I I -N - P - - "" -.- Js; 014" 20! WATERUNE N - I . I . � . . --- -� - - � . I - ­ I EASEMENT -4--f 10, ELECTRICAL , I . I . I / I I � . I I . � I � . --� --- . � . . S-. " 3989/133 & 776/148 . � I � EASEMENT I � I � � � ,� I I . . I . ,� I I � � . - - - - - // � I � I . I . I I � I I I I I . I I I I I . 1, � I I . I I I . I I 11 . I � I I - I I . I I . "� �: I � i . I � I I I � � � I I I I EXISTING 87 I I � I I I I 1, . . . � . - 5356/176 1 - I � � . . . I � . I � /// , -­ - ­ . . I I � I I � I I .1 . � I I I I � . / . 16. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNinE) 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 SEWER LINE I � I . I I I ­ 1. EXISTING . I � � I � . I .� . . . � � 11 , � � . I CE. I I 11 . � I I I � . I � � � . � I I � I I 3"NG STORM I I � . � I I I . / v DEVELOPMEN r ORDINAN . � . I . . � I I SEWER LINE . I I � \- * I . I � I I I . I � -­wl �- -�TYPE "Gly I EXISTING CURB & GUTTER TO I I I 1. � I I I � � . � I � . PRIVATE ACCESS I � U) I . I I FIRE HYDRANT I 0 . I . I . I . � .1 I � I � � I I . I I I I � . I � 6 ..< .... . . - I � . � I . . � I I t � . I . I I . I I " , , I . . . � . . 1 � I . I � I I . EXISTING le � I I I EASEMENT (WIDTH VARIES, � I , � � -1 00 I � � .1 . . I I :;� C) � . I I . � � 11 I . � . . I . EXPANSION � I BE REMOVED .- REPLACE STREET 17. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL 13E SCREENED FROM VIEW OR I � �� I � I WATER LINE � I . 60' TYP.) 7589/171 1 . I I � . I � V� - . � I � � .JOINT . . N ` , "' � SURFACING AS NEEDED � I I -1 I � I . I � I I ,. I I � . I I ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT I .. I - . I . . I I I . I I I I . . : 1 I (n n -JJ � � . I - I I I ­ �� I I I � I I I I . . � � I . I I SAW CUT � . ; . I I I I . � i I I I � . � . Mw �. ­ � 11 . . 11 � � . � I I I I -IN 150' OF THE SU13JECT LOT, MEASURED FROM A POINT. 5 FEET ABOVE GRADE. SUCH I � . . � � I . � I I. Na OIT 41re - 11W I � I I . . I . I I I . � � I I ­ . . I � � I � . I . . � . 0 w th f--�, I I 1. I . . I � . I � I . � I � . I � � � I I I I I I . I . � I I � � � I � I � I � � � I � � I � . . � I . I I . VATH I � � I � I . I I I I I I I . I . I 0 0;�4 z I I . � . . . . I � I I SCREENING SHALL BE COORDINATED NTH THE BUILDING. ARCHITECTURE AND SCALE TO MAINTAIN I A I . I I I . . I I � I . . � ,� I � � I . I I I � I . . I . I .� � I � I I ' . I I � . � � I . � 1 � I . . I . I � � I � -j < MY I --DRIVEWAY DETAIL I I .1 . I � . � � � I � . . ­ I . I I I . I . � I jf� cn � I I I � I COMMERCIAL I I I . � UNIFIED APPEARANCE. I I � I ., I I I I I . � � cm � . I I I I I � I I . . � �. . . 11 � I I I I � . . . I . ­ 1. . . �� 1: I .1 .1� ­ L . I . N.T.S. 1, � I � . . � I 1� I I � I I 111. � I � � I I,, I . I I 11 � I I � I . I I I I � I � I I I � . � � I I I I EXISTING S' � , 0*4 �zo U) 0 . I I . I I I . . I I I . I I I 1� I . I I . � . � � ! . I I . I I SEWER LINE I I cj 0 -J � I � . � . . . � I I . � � . ! I I . � I � � . I I I . I I . I I - I I . . I : I . 1. I . I I I I � � I I I � . . � 18. THE DUMPST R ENCLOSURE SHALL 13E A 6' TALL WOODEN OR STONE FENCE PER ARCHITECTURAI I : I . � I I I � � . � � I I I I I . I � I � - . � . 1-- 04 r,4 I � , � I . � I I . � I . I I I I . . I . I I . � 11 . I I . I : I I I . � I I � 1. . I . . . I . I I . I . I C,%- I I � I I � I . . I . I I I . � � I I I . . I I . � I I . . � I i I � . . I I . ­ .. � � � . I ,� . cn . I � 1 9 14 X I I I . I I I � .� . �. . I I . I � I I � DETAILS. THE*DUMPSTER AREA SHALL BE 24' x 12' NOT INCLUDING ANY BOLLARDS. IF THE I I I � I . I I BR . � I I I � I � I . I WO 11 .1 I . � ­ I I � I . I I I I I DUMPSTER E4CLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE U71LITY � � I I . I I . I I I 00 I I . I � I � M � . . I I I I . 11 . I 11 I � . 1. I I I � I I I I . I I � I I � . I . � .. . I I I II � DEVELOPMENT, LLC. . . I . I., , , , I I w I I 11 . � . I . � I . 11 I I . I I I I I I I 1 EAS RTY OWNER IS ,RESPONSIBLE FOR THE REPLACEMENT OF THE I I I � . I � I � . . . . I I � I . � I � . � . 11 I � I . I �. � . I . I I I I I . I I � ENCLOSURE. I - I I I i I � � I � . LOT 1. BLOCK 5 1 . 30' PUE I I . I I b I I I I � I I � .. I � I � I 11 I . � � � I � . . I I . . - I I � : � I . I . . I I ­ i . I . �. I I : , J(Y ELECTRICAL I I I � � ,� I I I � I � I � � I . : I � 1 . I 11 I � � . � 11 27.60 ACRES I 1 8460/1 1 1 1 . I I I I W) I I ­ I � I I � � � � . . I . I . � I I I I : � I - � I . �.. . I . I I I . I I - I . R 6" IN HEIGHT WIH BE SCREENED FROM VIEW OR TREATED TO I I I I I � . 11 I 11 I I I I . � I I . . I I � . 19. ANY EXPOSE ET : � . I I I K EASEMENT � I I � � I I . I 1. . � . � I I � I . � � I I ,� I ; I I I I I . � � I . I . ­ . ,� . I � I I I � I � ,� � �� 11 I .. � I I LOO � ! � I I � . I I I I . I I I I I I . I I . I . . ll( LIKE STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, I � I � I I I I I I I I � I � lco �F 773/622 1 1 1 . � . � � � I - I . I I � I'm =0111111 � I � � � I I I I � � � � -INCLUU11100. Irisr- . UrItN11UN rvNU Uull.r-1 tklllu�;j Kt. � I . . I I un - =M M MINIMUM � - � � = � � - =01111110-0 0 . = = = E 0 I 111111 0 M�l I I � � �1111 -1 0 � M � 0 =- I - � � � � � � - : 1111111 = mmm� � ON` -I - = 111111-S111111 1171 111ml I Ism-wwx 111111 MI 1=1 a = 111110.0 ""o 00=. i 30H = � .11111 � 1=111 I � 20. DUMPSTER G I I I 221MUR �L 4 - � � I I � I . . 1. . I I I I I I I 1111111=1100 I 21. THE OWNER � . �. . .1 I . � ,HIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT � ­­ - . � � I � I . NOTES: I . I � � ... I . . I � I I I I � I I "I , � . -AVING THE PROJECT SITE. THIS INCLUDES THE . I , � � I � I - ­ � � I \ � I \ , � � . I . � � � �. I � X , � 1. � . I I 11 I � 1 C3 +11, .: "%J � " 1- � � EROSION AND PREVENT SEDIMENT FROM LE - - I I ­ � I I � 1. t - I . - .----- ­ I . . ­. .11 . I I . I � . 1. I � � 1-1-0 -1.2, 11 -- I ­ I OF A CONSTRUC-11ON EXIT AND SILT FENCE AS --NECESSARY. -- - - ''I ­- ---,--- - . � � . . - - 11 - I I t - I . � �-- � 11� I 11 - � - , - : � I � I I I � "I, � - f , � I I - ­ � INSTALLATI%' - - . - I -- I . I -, ­ , . �- - , --1--l-1-1 I -1 I I I � I . � � I I - - � - I I � 11 I ­­ - ­­­­ -- , I � � I � . . � � I � � � . , "I I .1 I � �� . . �, I � "I I . I I . � .� - \ -.- : � . 1-1 11 . . . --I-- - ----,� " I 11 QIKE,fRACK. ,DET -AI , - � . � .. 19 I W==M-�-mo=� 11 � � ­ I I I - �. ­ I . - . I . I I I I I �1- -�- I . � � � I I . I . .;­, ­ IS * � \ , � I � I I I , I [ -- . - I -- I I- I - �- - � I I I . I - I I I I . I !, , -- I � . . I . I � . . I . � I � I 11 . I � I I � . I I I � . . I . . I I � I I ,� I I � � I .� I TOW -AWAY I � I CONTROL DI � . I I �: I I �, I : I I I - � GREENS PRAIRIE I � I - . � � . I � I I � . : 11 . " OVERLAY DISTRICT I I N ... . � � I : I I � I . C3 ,4AA r 11 � T F 1V2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE I � : I I I - . I � � � . I I . J �� ZONE I . I EVEN 0 1 . I � � I . . . I N I � I I \ \ I \� I I � I I I I . I I I � � . I . I � � BOUNDARY I I EXISTING 8* . 0 11 I � � I I � I ADJACENTS REETS AS A R ION OF THIS PROJECT. I I I I �� I � I � I . . . � � � � I � . I 1� � I I I I I I 0 , " � i 9�TnWqqtU,cTfflXvfl9M1Xc= . : I � I I � � - . SEWER LINE NNZ I I I I I I I I I I- -- . �, . I -,- I . - I .11 . . � 1. � � � I I . . I I " I - I N.T.S. . , I I Cj # I " I 1 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT ,, I ­ : I � -�- I � I \ I I I � ­ I I � I - �.- . . +3 1 1 . l4 EMCES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL � I d/NOT REWPE � � I . I I � � I I I I . . � I , � � I : . � I I I 11 \ I I � . I I � I I � � I I I I � . I � . I I ---.-;--:,:,-4.-i I I I I I � � I � I TX . I . . �� I I � � I � � I I I I . �� I - I . 1. . � . I � I . I ,� � � 1 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. R 15,0000. 1 1 1 � I I I I I � I � � I . I I I .1 . I � .- � . -24. � I � . 01 I � � I I � 11 11 . I I - I . I . I I REQUIREMEN FOR CONSTRUCTION SITES. � I ­ . I ! I N I . .1 . I I � ,� I I I I . . I � I . I . I . I I I � � � . I . I I 11 . I � � . . � . ,� � I � . I � � � I � I . I . I I I I , . \ � I I I --6. . - - ­- � I . � � I I 11eR­--,,,, IN 15, I � I . ! 11 I � � . � .� \ . I I � I . � I 1-1 . � I I FIRE LANE SIGN DETAIL � 1 5. PERMANENT �EGErATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION S � : I � .- - . . I I � � : I I I I .� I . 1. I I � � I . 11 -t-j � I I � 1. � N.T.S. I I COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. I � I . . . � � � \ � . . I I I � \ � I I - I � I I I . I . I � . � � : � I � I . � . . . � I � � � I \ . I . 3* 1 1 - I . � � I � � . � . I I . � . � � . . � I � 11 I I � � I � I . .. . I . � I z" . I I I -----., -,�; C. FIRE LANEMARKINGS I � . . I I . . I � � � I I � I I .� I �. I I I I � . I , IN I � I 1. � � . I 3'R I I 1 5 6 R I I � � . 1. .6. AH CONS JCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STA110 � � I 1. . I � �.. I I I I I � I I I � � I . I � I . . . � I \ � I � I I � I � I . I ileR MEW ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR1N - I . I � � I I I � . I . I I . I I � I I . I I - � �� I I I � I I I �� � . . I 11 I I � I it REN E 11 - NO PARKING --� TOW CH . STANDARD PECIFICATIONS, AND DETAILS UNLESS OTHERWISE NOTEDo A.H CONSTRUCTION SHALL BE . I I I I � I �� I I . � � I I � � I I I I I I I I � . I � F I I / mpt I 1 (41 WHITE LETTERING STATING "FIRE LANE I . I 1� � � � r i I � . ,� I 11 . � I I � I � � � . � I � .1 . I I . . � - - co ,� AWAY ZONE". RDIN N BE SPACED MORE THAN FIFT� I I I � . COORDINATED WITH THE CITY ENGINEER'S OFFICE. 11 ... � I I I I . I I . � i I I � I I . I \ I I � � I . I I I - . � ,�� I I ­ 1'. I . I A I I . I I � � � � . I I . . I i I � � � I . FEET APART. I � I � I . . I I � I . I �, � . . 3 � I I � � � I I . � . I I I � I I � 11 � . I � I I . I . � I . I � � � i I I I I . Z013 1 7. THE CONSTRUCTION S WI STANDARD.29 CFR PART 1926 SUBPART P FOR [ I � ­ � . I I I . .1 . GREENS PRAIRIE CENTER . I I I � . . �, � I I .1 . . \ � . 11 �. I I . . � I I � . AL 0 8 11 A SIGN TWELVE INCHES (12-) WIDE AND EIGHTEEN INCHES (18") IN . I I I., I I I : .. . � I I I . � . I I � I � - . � . � I � � . . 1 7, . I . : � � I - I � � � I I � I � I � . I I . ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWELVE .1 . . I ­, . . . � � . �. . � I I I I I I ­ � '' I . I , � . . I ­ I I . I E!AS-fAT10N . I . 8. THE RACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. � 1 11.946 ACRES I � 11 I . '�- � . . � I .. � FETY MENTS. . I � I � . � . . I PHASE 3 LOT 1R, BLOCK 3 1 \ I I I � I I . . I . HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT. EACH , I . � . � I . \ I I I � I 1 3* 31 INCHES (12-) WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION I CONT I I � I � . I � I . I I I I I I I I I 11 COLLEG I I I I . 11 : � I I \ I I I � I I . � . .1 . 0 I I SIGN TWELVE INCHES (12*) WIDE AND SIX INCHES (6') HIGH STATING I I . � ­ . I I , - I � I � � I . . . I � I � I I � 10 I � -�� ­� I - I RING - 'TOW -AWAY ZONE!. SUCH SIGNS SHALL BE PAINTED ON A WHrt*z- ET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE l � � I = 1 9. INL � I � I I �. \1 I 11 � � 1 20' WATERLINE -4 I , I � I � I I t I ,. , IL3.j ENGINEE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. � . � � I I I � I I � I � . � . I I I PROJECT SITE I I r 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 � . I I � 11 I I I I � . I I � I 1 3989/133 & 776/145 � � : I � � I � THE FIRE LANE LINE SHOWN ON THE PLAN IS FOR REVIEW PUPPOSES I . � . . I I � I I I I � � 1. I \ . . � . I . E I ASEMENT. 'I . I I � . : � ONLY. A SIGN WILL BE PLACED AT THE ENTRANCE OF THE '�' TION 7.1 0 OF I � . I I � \ I I I 1 0. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SEC THE , � � I I I I I I I . I I � . I . I . I I � I PROPERTY. I . I . . I I I � . . . I . I I I . I . I I .. . . I � I � � I UNIFIED DEV LOPMENT ORDINANCE. THE LIGHT SOURCE .SHALL NOT PROJECT BELOW AN OPAQUE � � � i � I � 4 \ I � I . I I . I � I �. I � I I I I I � � : I . I I . � � � : I I I . \ 0 ap U I . I I I . I � 11 11 I = 1 � � NOTE: ALL CURBS 6" IN HEIGHT , - . I I I ,� I I I � . I . I E SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE I I : . � I 01 1 20' WATERUNE I I UNLESS NOTED OTHERWISE. I I . � . I MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY I : I � I I . I � . I I - 3 1 1 1 1 1 1 PROPERTY LNE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE � : ' . - -- - -1- I -, \ 'a- ,e \ . . . � I I EASEMENT I � m" - X 1 8- SMOOTH . I I � I I I I � I VICINITY?j'MAP � I � I I I . 1 3989/133 � /4 . i I � . I I lb � . : TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. . . I I � I I I I ­ 0 � . I I TYPICAL CURB DETAIL I . ­ �, I I - : � I � I � . I � I : . I I 1. I � . � I I I I . � I ­ I I I -i 'A \ I I I . I � I I � 11 I � I I .. . I � 11 I . I � I , . . . . I � .1 . I 11 ` I I � I . I . r% r0`^ r- � : I � I I I ; � I . I I I - I . � I I I � . I I � � � I I I I 11 . I � I ­ \ 3� � ,� I I I I I I REVIEWEU 1-U I I I - I I :1. ; I � : � � I I . � I I 1v,PUE � 11 I � I I I I . � I I � I . � . I I I � THE SHOPS I i - i I I I I . I �i ­ . I � � I I I I � I 1. I I �. I I I . . I � I I . ­ I I �. I . . i 1. I I I I I � � .. 8830/64 1 . I . � I � . I I � . . I � I I 11 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 I I . I I I \ � I - I . va � � ­�­11 I I � AN I - I . � . I ­ COMPLI A " 'CE I I . . I . I � I . . � I I I I . / � � I I . -1 I I I I � � � � � -11 � I . I I . � I . I : I I . I . I I I � . . � � I . . --- � . .- � � � I .1 � 11 � I I 11 .., 11 I 1�1 . 1.11 11 I I . . .11 . ,� 11 � I . I � . AT CAPROCK CROSSIN . I I ­ I I I I � 11 � � � I . \ � I . I I . I I � I I I I . RESERVED 1rX18" R LECTIVE FINISH METAL SIGN I � I I 11 11 � . .. I I JUL GO 2013 11 . I � ­11�� I � I 11 � : � I . I . I I PARKIN . I . I . I I . I : � . " I . I � I . I . I . I . . : I I I - 11,4 .- LIMIT LINE 1 - ,Q , <) , . . I . I I . I I � ; ,()� I I i, -S" I � I I I . %j & ,;x . .� � I � � I : I � : I I I CULLWt bIATION �9 �­ I . I . I .� I �, � . I I / I I ­ I ct , � � � I I I . I. � , ^ I . � . I � I I I I TOTAL AREA = 27.60 ACRES : I � � . I I I � . 1. . lv.,�A� I \. I � I 1. ­ !0 <� ee� � C1) I I . ­ I � I - . : � . I I . I.. � Al . . � I I . I .1 - I I I-, . � : . . I � � I I . . � I . I . I 0 1 � I I � I 11 '�,QEVELOPMENT SERVI E . � 1%p I G . I � I I I 11 I � . . I I � I � � . I -11 .10 TOWER � REENS PRAIRIE CENTER PHASE 2A � � .. I a I I I . � I I )I . I .11 I I I I � I �� . I I I I I I � I I RX, FILE - - 5�- Or I If-, I I a: � I . � I : � I I I I � � . I D,-�4 POINT - . . I : . I !rxg* REFLECTIVE FINISH METAI. SIGN . LLI I I : I . I . I I � I . I � I I I I . . . � 3* t- .....] I I . I I I I , Ic . I I = I LOT 1, BLOCK 5 . , - L � . I I I I . � I . . I - 5.16! I I I I -, � I I � � . I . I I I I � S87 1w c*v I I r. I I � I � ,. \ I , . . I . . � � ) STEEL REINFORCING BARS, * I *E I � . . �. I I � � � � I - -� . I I f . I ­ I PROJECT . I . . . I � I I I I � . , I I I I I - I J I � I I I I � a I 11 � : I I � � I 6;ii I I I � � I . . I . . � . � I I . � � . I I I %!k I I LOCATI N I,< I VOL. 8830, PG. 64 : I � I : .. I � - I I �� I 1. � I � I I / I IN/F � I I . � I . I � I . I 5r . ­ AUGUSTUS BABILLE SURVEY, A-75 � : � . 100 50 0 100 . - , 1 4 . BERNADINE LORINO YOUNG I I 1. I ...11* �.A - .. V.. .1 i�. :. ;-. ­. . .1 1. . % I . . I I I I . 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I I c . � I I I - � , - - ; -;/i,/i */ ; I : � ZONED A GALVANIZED STEEL CAP WELOM TO " � '. � .. .�. �­. - , *. i.z ., � I . ­ TOP OF TUBE. PAINT TUBE AND CAP. ,;, - - . . . . '. .,/ . .,/ . ." I I -0 � . - - /. 0?�//z� � . . . . . . . . . � . . I I I 11 I I � � I i . � NOT PLATTED I . I � � . . V...n;".." Greens, f rairie Roo I I I � 11 I I � I . � � .� I � . I . I - I I I 11 � .. : - � I � I . I . . . � .. � . I . 11 I � I - I . � I I I I I I 11 I � I I I I I � I � I . � I . � I �� . . I .. � . �� . � I � . I . ; : I I I \- * I . � � I . I ­ I . . � � � I I : . I . 11 I � I � I I � I 6u LIME STABILIZED SUBGRADE � � I I � I . I I I . � : I � I I I I I I I 11 � � 1. I � I I I I . . � I : � � .1 I I . I I I � I I � � � � � I � � : I I I I I : I I I .1 I � I I . I � I I .1 � I � 1. I : I I I I . (EXTENDS 2' OUTSIDE THE MENT) I � � � .. ( � OWNE , I � 1� I . I . � I I I I � L- -�� I I I I I I � � .. - . I I R/DEVELOPER: ,SURVEYOR: : . . I � I I . . Sv . � � . I � I I I � . �. 11 . 1. . . - � . I . I t . I . � . I . I I � � . I � I .1 � I . * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN I .1 � � 'BRAD KERR, RPLS NO. 4502 . : . I � I � � I . . � � I . I � �- W1 i BRAZOS TEXAS LAND � I I , � I I � I I I I .. 1: � 1. I I I I I I I I �: "I I � I � � r- " I I 111) I , � I NOTES, . � * 60 PAVEMENT - #4 REBAR @ 18" O.C.E.W. . . :,,,�§,, I DEVELOPMENT, .LLC. . . � KERR SURVEYING, LLC I � , � I - I I I I . . I . I %j I i � I I I . I - I I . � . . I . . � I . � . 11 � I 1 .:5 1 1 1 1 I I � � I I 1. I I I I I � . I � � I I � I . I . I I I � . .1 � -1 --- 3"- IN =-t LJ 1- ALL CHARACTERS MUST 13E rw : � I I * 5- PAVEMENT - #4,REBAR 0 18" O.C.E.W. I �. � I I . C/O CAPROCK TEXAS I � I I 1 1409 N. TEXAS AVENUE . � I I I I I � ' , . I I I � I � � I . I I I 11 � � I N/F - I I , I * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER . I "�o I . I . � BRYAN, TX 77803 � I I I I I � I . I . 11 � I MINIMUM ABOVE GRADE OR SIDEWALK - I I I . � 110 UNCOLN AVE. STE 103 � I . " � � � I I I I . . . . � I I I I � 0 , I . - I � � I I � I I I � I I , , DONALD A. & MARY ANN TURNER I . I I "..] I I � I . DETAILS ON FIGURE ST AND PER 2012 CITY OF * � � p, 1 -3195 1. 11 . . � : I , I COLLEGE STATION, TX 77840 ,. 1 (979) 268 � I I I 1, I I I � . I . 1 4.0 ACRE TRACT I I . I I I I . I . 0 1 1 1 � : � . . I . I I I I I � I . I 0- I � � I .� I . � I � I BRYAN/COI I EGE STATION STANDARD SPECIFICATIONS. � I : (979)307-0321 � . I ! . � � I I � � I I I I . I I . I . I � . 4859/64 . I � I I DA I Sl GN DETAIL I - 11 � . I I I . � I � I . I � I . . � ENGINEER: , I I I I I � I . I I LAND USE S.F. RESIDENTIAL - MEDIUM � I � - . - � I . . TYPICAL CONCRETE PAVING SEQTION I I I I I � . I I I I � .,SCHULTZ ENGINEERING, LLG. I .1 � I . . I . � N.T.S. , I I I � I N.Y.& I I I � . � 11 I I � � . � . � I � � I I . . I I . � . I . I I � � � I . � I I I � � I � I I I . � I . . I .1e . � � I . � I . I . . . � . I I I � I . � . I c\f . I I I I I I . I .. NOT TO SCALE �� I I � � COLLEGE STATION, TX 77842 1 � - 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 I . . . I I I � � � I . � � . I I - -- I -- - I &, .0 .1 � � 11 I � I I ­ I I : . I I I I . . I � � , � I � . . � I I I I I I .11 � 1. .(979)764-3900 . I I I I I � � --------- � � -1 hN, N MINI I I I � I 1. � . � 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 I . I I . . ­�... : � I . I owul, I I � I � � I . ., . .. .... � I . � I I THE SEAL APPEARING ON THIS fffon � I I I . I ... ­'�­' *.L: �1: .!:.. . . , I ' .. . �.. - �: ":.*-. ##go OF 724.;16%1� . ­ , . .... .. .1 1�.. ...."....... , , , - - I .. ... :. -.6 . I .,.. .. -. . - U ... , , I /*/ * % - ;% . I... . ,!. . .n :: . � * I I ;.. .:.. :-.,-:1.'. '*, -'.: . ..� . 't` :- . - �L:------w. DEVEN L DOYEN, P.E., I - . � ­ . ---:. . I :Engin ` ` .LICENSE NO. 109835 ,- I � ­ I . . .. - -, . v DOCUMENT WAS AUTHORIZED BY f . : * . . .. 7 - � .. - I .. �. :­ . h-.-.*... ­4. een: ig, `- t.- I ;ftl . Nit . . r. ..:: ,:... �....... .- 1. .��.. I L 11 % - ��`..- L .. I L . I JUNE 21, 2013 1 1 -N .... 0 ..... * ... *.*.R. .. - � . . ... L - Ni . I L . . 2730 Longmire, Suite A I I 1% DEVEN L DOYEN % 1 1 . .­.­..:� . 1, L % ......................... p.. " . . L . ..1.-:t'.:-...:'. College Station, Texas 77845 L I I . I . . . ... .- I I I I I I I . .t I I ISSUED FOR CONSTRUCTION ' %, . , I LL .. -:.,.....:-7.979.764.3900 TBPE NO. 12327 . I L .,4 � ... 4-11> L I � . I � - I � I I I -- I . I I L .11 I �, I- , OHM%/MVr-r% mcc-111-Kilm r% I I . . I . I I . I L rtr%vvlv . I I Arrnuvr-w I IJVD 114U. I I I U/1% I C I I NAI- , ,*[I'll IS I - . L MARKI . REVISION L BY DATE KERR DLD i. DLD JPS 1 113-249 1 . L JUNE 2013 FIRM # 12327 . .... . I I . I . . . I L I I � SCHULTZ ENGINEERING,' LLC L . L M I --------- I I - - --M --- L I I I I L L I I . I L . I I I . . -­ \­­-­-­-- I -'--'----"L""'**'---,------.-�--- - . ,, I I I I I I I I I L. I I . . I L I . I I . I I L R411111111lu I 11%f W%Orjl L , , I I' I I I : I . L I I i : I L I I L I I I : I . I I L L I I I I L � L . � I 11 I � . I L I I I L I � . I i I L . . I . L I � I L I I I I I I L I . L . L . I L I I . I I L L . . . L . I I . . . I I L I - , L I I 1. ­ L . 1. - I . I I . L I . L i ­­­----- . ­-:-----­­­ - L . -.,--__ I I ;, , ' ,.. L ' . I . I I I I 11 L -- I - - I I I I I I . L I I L . I I . � _ _ __ __ ­_.__�.__.__­___­ _ ______, I I . . . L � - p ­-­­ .. ........... . ..... L .... . .. ­ L ..... .... ­ ---- .... - - I ­.­­ -.-----­­­­­­..­. .. .... ­­­ -...... ..- ­ ..... ­.­.­­-­-­ ---....----.--�-.-,-�-...�..--....--.-.-...-,.-......�--.--.----...--- - - ---- - --- -------- --'-" ----------- ­­­­-, - - ------.--.-.-1 ---- - -- � -- -- ------ -.---.---".-- ------­-­-­'. " ". ...."L ---------- -­­--­­­ . L . . . � I . L -- - I - - - ,- - - I � � � I I � I � � � I I I I � � � � -INCLUU11100. Irisr- . UrItN11UN rvNU Uull.r-1 tklllu�;j Kt. � I . . I I I I I � � . I I . � I � I I I I I � . I I � . I 1. I . . I � � I I � . I 1 � . I � 20. DUMPSTER G I I � I I I I SHALL OPEN. 180 DEGREES. A 6" CLEARANCE FOR CURB SHAH BE, PROVIDED. I ! � � � I I � I . . 1. . I I I I I I I � � . I I I I . I � I I I � . . I 21. THE OWNER � . �. . .1 I . � ,HIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT I ; . ! I . � � I � I . NOTES: I . . WILL BE BY : ! E LOT OWNER OR PROPERTY OWNER'S ASSOCIATION. I � I ; i . � ­ . I I I I . I I I � I I -1 2!- 1 � I . . 1. - THE SIGN SHALL, BE 12" 1 11 WIDE BY 18" IN HEIGHT GENER r � � I I . I . I 1. I I I � � � � I I 1. I . . . � I � � i 1 1 � I � I I I . . . I . ­ I . . � I I : i . : . ! : : ; i 2 1 1. THE CON . I � !! . : , . THE LOCATON SHOWN. � UNDERGROUND UTILITIES. NOTIFICATION OF THE U I I . I I � � I � I ,r--;',-4'.-.. ­ 1- . I , ­­­­: . I � I � CONSTRUCTION IS REQUIRED. � � I I I � . . � I I . I . B11.1- - . ` - -I. -,�.;. ; : &. �z 4 N , -,* -, 'k " � I . I 1 2. SIGN SHAU. BE PAINTED . DIG TfSS: I . I . (800) 344-8377 � . I 1. � . ,i lt, 4 ..i I I I I.,QA - � ' 1`1� ki I 1, � . . I I . ATMOS I I I . I I . � 1. . I ENERGY: I . (979) 774-2506 I : I � I . I � � .lN, - . I t !,i,.qjci.��I.r- �; . I : CL,;i , . .., ��ft :7 �1.1 !? 1. DEBMTED Wl TH SYMBOLS, LETTERS, I AND BORDFR IN RED. . . I . . . SUDDEN . � 1 -2429 . � I LINK COMMUNICATIONS: (979) 595 � . I . I . I . : ! . . i� I � I ?! I I I � . * PAnKNQ 3. SIGN S H f,!-;- COMPLY VERIZON � . - I I I � I * 1 (979) 821-4770 , I I � I I � - ­ . I : o -3e -m-1 I . I I Y" I 0 REQUIFiED- 4 , .. I I w � I I WITH THE ,Cell':! FIRE . SERVICE S! \14VARDS 2. IT IS THE RESPONSIBILITY I I OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY To MINIMI E � � : . ! I � � ... I . . I � I I I I � I I "I , � . -AVING THE PROJECT SITE. THIS INCLUDES THE . I , � � I � I - ­ � � I \ � I \ , � � . I . � � � �. I � X , � 1. � . I I 11 I � 1 C3 +11, .: "%J � " 1- � � EROSION AND PREVENT SEDIMENT FROM LE - - I I ­ � I I � 1. t - I . - .----- ­ I . . ­. .11 . I I . I � . 1. I � � 1-1-0 -1.2, 11 -- I ­ I OF A CONSTRUC-11ON EXIT AND SILT FENCE AS --NECESSARY. -- - - ''I ­- ---,--- - . � � . . - - 11 - I I t - I . � �-- � 11� I 11 - � - , - : � I � I I I � "I, � - f , � I I - ­ � INSTALLATI%' - - . - I -- I . I -, ­ , . �- - , --1--l-1-1 I -1 I I I � I . � � I I - - � - I I � 11 I ­­ - ­­­­ -- , I � � I � . . � � I � � � . , "I I .1 I � �� . . �, I � "I I . I I . � .� - \ -.- : � . 1-1 11 . . . --I-- - ----,� " I 11 QIKE,fRACK. ,DET -AI , - � . � .. 19 I W==M-�-mo=� 11 � � ­ I I I - �. ­ I . - . I . I I I I I �1- -�- I . � � � I I . I . .;­, ­ IS * � \ , � I � I I I , I [ -- . - I -- I I- I - �- - � I I I . I - I I I I . I !, , -- I � . . I . I � . . I . � I � I 11 . I � I I � . I I I � . . I . . I I � I I ,� I I � � I .� I TOW -AWAY I � I CONTROL DI � . I I �: I I �, I : I I I - � GREENS PRAIRIE I � I - . � � . I � I I � . : 11 . " OVERLAY DISTRICT I I N ... . � � I : I I � I . C3 ,4AA r 11 � T F 1V2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE I � : I I I - . I � � � . I I . J �� ZONE I . I EVEN 0 1 . I � � I . . . I N I � I I \ \ I \� I I � I I I I . I I I � � . I . I � � BOUNDARY I I EXISTING 8* . 0 11 I � � I I � I ADJACENTS REETS AS A R ION OF THIS PROJECT. I I I I �� I � I � I . . . � � � � I � . I 1� � I I I I I I 0 , " � i 9�TnWqqtU,cTfflXvfl9M1Xc= . : I � I I � � - . SEWER LINE NNZ I I I I I I I I I I- -- . �, . I -,- I . - I .11 . . � 1. � � � I I . . I I " I - I N.T.S. . , I I Cj # I " I 1 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT ,, I ­ : I � -�- I � I \ I I I � ­ I I � I - �.- . . +3 1 1 . l4 EMCES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL � I d/NOT REWPE � � I . I I � � I I I I . . � I , � � I : . � I I I 11 \ I I � . I I � I I � � I I I I � . I � . I I ---.-;--:,:,-4.-i I I I I I � � I � I TX . I . . �� I I � � I � � I I I I . �� I - I . 1. . � . I � I . I ,� � � 1 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. R 15,0000. 1 1 1 � I I I I I � I � � I . I I I .1 . I � .- � . -24. � I � . 01 I � � I I � 11 11 . I I - I . I . I I REQUIREMEN FOR CONSTRUCTION SITES. � I ­ . I ! I N I . .1 . I I � ,� I I I I . . I � I . I . I . I I I � � � . I . I I 11 . I � � . . � . ,� � I � . I � � � I � I . I . I I I I , . \ � I I I --6. . - - ­- � I . � � I I 11eR­--,,,, IN 15, I � I . ! 11 I � � . � .� \ . I I � I . � I 1-1 . � I I FIRE LANE SIGN DETAIL � 1 5. PERMANENT �EGErATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION S � : I � .- - . . I I � � : I I I I .� I . 1. I I � � I . 11 -t-j � I I � 1. � N.T.S. I I COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. I � I . . . � � � \ � . . I I I � \ � I I - I � I I I . I . I � . � � : � I � I . � . . . � I � � � I \ . I . 3* 1 1 - I . � � I � � . � . I I . � . � � . . � I � 11 I I � � I � I . .. . I . � I z" . I I I -----., -,�; C. FIRE LANEMARKINGS I � . . I I . . I � � � I I � I I .� I �. I I I I � . I , IN I � I 1. � � . I 3'R I I 1 5 6 R I I � � . 1. .6. AH CONS JCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STA110 � � I 1. . I � �.. I I I I I � I I I � � I . I � I . . . � I \ � I � I I � I � I . I ileR MEW ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR1N - I . I � � I I I � . I . I I . I I � I I . I I - � �� I I I � I I I �� � . . I 11 I I � I it REN E 11 - NO PARKING --� TOW CH . STANDARD PECIFICATIONS, AND DETAILS UNLESS OTHERWISE NOTEDo A.H CONSTRUCTION SHALL BE . I I I I � I �� I I . � � I I � � I I I I I I I I � . I � F I I / mpt I 1 (41 WHITE LETTERING STATING "FIRE LANE I . I 1� � � � r i I � . ,� I 11 . � I I � I � � � . � I � .1 . I I . . � - - co ,� AWAY ZONE". RDIN N BE SPACED MORE THAN FIFT� I I I � . COORDINATED WITH THE CITY ENGINEER'S OFFICE. 11 ... � I I I I . I I . � i I I � I I . I \ I I � � I . I I I - . � ,�� I I ­ 1'. I . I A I I . I I � � � � . I I . . I i I � � � I . FEET APART. I � I � I . . I I � I . I �, � . . 3 � I I � � � I I . � . I I I � I I � 11 � . I � I I . I . � I . I � � � i I I I I . Z013 1 7. THE CONSTRUCTION S WI STANDARD.29 CFR PART 1926 SUBPART P FOR [ I � ­ � . I I I . .1 . GREENS PRAIRIE CENTER . I I I � . . �, � I I .1 . . \ � . 11 �. I I . . � I I � . AL 0 8 11 A SIGN TWELVE INCHES (12-) WIDE AND EIGHTEEN INCHES (18") IN . I I I., I I I : .. . � I I I . � . I I � I � - . � . � I � � . . 1 7, . I . : � � I - I � � � I I � I � I � . I I . ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWELVE .1 . . I ­, . . . � � . �. . � I I I I I I ­ � '' I . I , � . . I ­ I I . I E!AS-fAT10N . I . 8. THE RACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. � 1 11.946 ACRES I � 11 I . '�- � . . � I .. � FETY MENTS. . I � I � . � . . I PHASE 3 LOT 1R, BLOCK 3 1 \ I I I � I I . . I . HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT. EACH , I . � . � I . \ I I I � I 1 3* 31 INCHES (12-) WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION I CONT I I � I � . I � I . I I I I I I I I I 11 COLLEG I I I I . 11 : � I I \ I I I � I I . � . .1 . 0 I I SIGN TWELVE INCHES (12*) WIDE AND SIX INCHES (6') HIGH STATING I I . � ­ . I I , - I � I � � I . . . I � I � I I � 10 I � -�� ­� I - I RING - 'TOW -AWAY ZONE!. SUCH SIGNS SHALL BE PAINTED ON A WHrt*z- ET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE l � � I = 1 9. INL � I � I I �. \1 I 11 � � 1 20' WATERLINE -4 I , I � I � I I t I ,. , IL3.j ENGINEE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. � . � � I I I � I I � I � . � . I I I PROJECT SITE I I r 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 � . I I � 11 I I I I � . I I � I 1 3989/133 & 776/145 � � : I � � I � THE FIRE LANE LINE SHOWN ON THE PLAN IS FOR REVIEW PUPPOSES I . � . . I I � I I I I � � 1. I \ . . � . I . E I ASEMENT. 'I . I I � . : � ONLY. A SIGN WILL BE PLACED AT THE ENTRANCE OF THE '�' TION 7.1 0 OF I � . I I � \ I I I 1 0. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SEC THE , � � I I I I I I I . I I � . I . I . I I � I PROPERTY. I . I . . I I I � . . . I . I I I . I . I I .. . . I � I � � I UNIFIED DEV LOPMENT ORDINANCE. THE LIGHT SOURCE .SHALL NOT PROJECT BELOW AN OPAQUE � � � i � I � 4 \ I � I . I I . I � I �. I � I I I I I � � : I . I I . � � � : I I I . \ 0 ap U I . I I I . I � 11 11 I = 1 � � NOTE: ALL CURBS 6" IN HEIGHT , - . I I I ,� I I I � . I . I E SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE I I : . � I 01 1 20' WATERUNE I I UNLESS NOTED OTHERWISE. I I . � . I MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY I : I � I I . I � . I I - 3 1 1 1 1 1 1 PROPERTY LNE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE � : ' . - -- - -1- I -, \ 'a- ,e \ . . . � I I EASEMENT I � m" - X 1 8- SMOOTH . I I � I I I I � I VICINITY?j'MAP � I � I I I . 1 3989/133 � /4 . i I � . I I lb � . : TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. . . I I � I I I I ­ 0 � . I I TYPICAL CURB DETAIL I . ­ �, I I - : � I � I � . I � I : . I I 1. I � . � I I I I . � I ­ I I I -i 'A \ I I I . I � I I � 11 I � I I .. . I � 11 I . I � I , . . . . I � .1 . I 11 ` I I � I . I . r% r0`^ r- � : I � I I I ; � I . I I I - I . � I I I � . I I � � � I I I I 11 . I � I ­ \ 3� � ,� I I I I I I REVIEWEU 1-U I I I - I I :1. ; I � : � � I I . � I I 1v,PUE � 11 I � I I I I . � I I � I . � . I I I � THE SHOPS I i - i I I I I . I �i ­ . I � � I I I I � I 1. I I �. I I I . . I � I I . ­ I I �. I . . i 1. I I I I I � � .. 8830/64 1 . I . � I � . I I � . . I � I I 11 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 I I . I I I \ � I - I . va � � ­�­11 I I � AN I - I . � . I ­ COMPLI A " 'CE I I . . I . I � I . . � I I I I . / � � I I . -1 I I I I � � � � � -11 � I . I I . � I . I : I I . I . I I I � . . � � I . . --- � . .- � � � I .1 � 11 � I I 11 .., 11 I 1�1 . 1.11 11 I I . . .11 . ,� 11 � I . I � . AT CAPROCK CROSSIN . I I ­ I I I I � 11 � � � I . \ � I . I I . I I � I I I I . RESERVED 1rX18" R LECTIVE FINISH METAL SIGN I � I I 11 11 � . .. I I JUL GO 2013 11 . I � ­11�� I � I 11 � : � I . I . I I PARKIN . I . I . I I . I : � . " I . I � I . I . I . I . . : I I I - 11,4 .- LIMIT LINE 1 - ,Q , <) , . . I . I I . I I � ; ,()� I I i, -S" I � I I I . %j & ,;x . .� � I � � I : I � : I I I CULLWt bIATION �9 �­ I . I . I .� I �, � . I I / I I ­ I ct , � � � I I I . I. � , ^ I . � . I � I I I I TOTAL AREA = 27.60 ACRES : I � � . I I I � . 1. . lv.,�A� I \. I � I 1. ­ !0 <� ee� � C1) I I . ­ I � I - . : � . I I . I.. � Al . . � I I . I .1 - I I I-, . � : . . I � � I I . . � I . I . I 0 1 � I I � I 11 '�,QEVELOPMENT SERVI E . � 1%p I G . I � I I I 11 I � . . I I � I � � . I -11 .10 TOWER � REENS PRAIRIE CENTER PHASE 2A � � .. I a I I I . � I I )I . I .11 I I I I � I �� . I I I I I I � I I RX, FILE - - 5�- Or I If-, I I a: � I . � I : � I I I I � � . I D,-�4 POINT - . . I : . I !rxg* REFLECTIVE FINISH METAI. SIGN . LLI I I : I . I . I I � I . I � I I I I . . . � 3* t- .....] I I . I I I I , Ic . I I = I LOT 1, BLOCK 5 . , - L � . I I I I . � I . . I - 5.16! I I I I -, � I I � � . I . I I I I � S87 1w c*v I I r. I I � I � ,. \ I , . . I . . � � ) STEEL REINFORCING BARS, * I *E I � . . �. I I � � � � I - -� . I I f . I ­ I PROJECT . I . . . I � I I I I � . , I I I I I - I J I � I I I I � a I 11 � : I I � � I 6;ii I I I � � I . . I . . � . � I I . � � . I I I %!k I I LOCATI N I,< I VOL. 8830, PG. 64 : I � I : .. I � - I I �� I 1. � I � I I / I IN/F � I I . � I . I � I . I 5r . ­ AUGUSTUS BABILLE SURVEY, A-75 � : � . 100 50 0 100 . - , 1 4 . BERNADINE LORINO YOUNG I I 1. I ...11* �.A - .. V.. .1 i�. :. ;-. ­. . .1 1. . % I . . I I I I . I M I � . 11 . : , I .. . . I . � - - - I . ". --.*. -.-L ..---' --;4 -. . .. ......� .. - 11 I � �.. - I - : -STATION, -BRAZOS- COUNTY, TEXAS : � I I I . I I � :.. 1,14''. -�* -Ir- - - - .. .. .�.'- I I I . I � ,,�-­ - - I , - --� ----- . . 1. ­ I . . . . ,� .."'. * J . t. .71 - * . . . . I ­ ,,.COLLEGE . - - . � I I I I . 11 k ... * ,"-- * I I I - "--Id 1, I � 11 8.40 -ACRE TRACT- - - � I -­ .*.* -­:.� *,."..,A. . � III - � 1 I I I � , I 1 2X2 GALMANIZED-STEEL TUBE COLUMN I . . !" .'�Z_ . - . .. - -- . -: , . . I I I I � � , �- � � SCALE I N FEET I . c 20! PUE I I I I I I . � � . � I � . 11. I I 11 . I I � : . � - -ROVIDE - --- - - - // 1. � I I I : I I I . / .* I I .1 . l � I I �. I . . . � . I I I .,;, * �W,xi�� I I SCALE: 1"=100' I I J 1. I . : , . 1-1 ; i , ��/�/�;� /X�/ U , , I I � I I I I I 1 8830/64 "I I I � .1 1 11 . � SET IN CONCRETE FOOIING.� P . - . I . I I c . � I I I - � , - - ; -;/i,/i */ ; I : � ZONED A GALVANIZED STEEL CAP WELOM TO " � '. � .. .�. �­. - , *. i.z ., � I . ­ TOP OF TUBE. PAINT TUBE AND CAP. ,;, - - . . . . '. .,/ . .,/ . ." I I -0 � . - - /. 0?�//z� � . . . . . . . . . � . . I I I 11 I I � � I i . � NOT PLATTED I . I � � . . V...n;".." Greens, f rairie Roo I I I � 11 I I � I . � � .� I � . I . I - I I I 11 � .. : - � I � I . I . . . � .. � . I . 11 I � I - I . � I I I I I I 11 I � I I I I I � I � I . � I . � I �� . . I .. � . �� . � I � . I . ; : I I I \- * I . � � I . I ­ I . . � � � I I : . I . 11 I � I � I I � I 6u LIME STABILIZED SUBGRADE � � I I � I . I I I . � : I � I I I I I I I 11 � � 1. I � I I I I . . � I : � � .1 I I . I I I � I I � � � � � I � � : I I I I I : I I I .1 I � I I . I � I I .1 � I � 1. I : I I I I . (EXTENDS 2' OUTSIDE THE MENT) I � � � .. ( � OWNE , I � 1� I . I . � I I I I � L- -�� I I I I I I � � .. - . I I R/DEVELOPER: ,SURVEYOR: : . . I � I I . . Sv . � � . 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