Loading...
HomeMy WebLinkAboutLACOUR SUBD SP & GRADING (1996)r 1 I F � I L 1 i rj C3V R 1 r I NI\N ZACO .. CB-- D ce—_1 J � . ce-2-M T _ T __ . n � F � ( �� 1 l l_ ., � Co'�'t'z S , C _ „ T _ 2 _ -Site S � ll l . r. Cl_ 3 Clr_� s c si3, and �ra�_�� �. Plan i -L andscape Plan d 1 J i�iutioBei iI N, U2TO j�\N RR�j ,► T ,CL_7 -Waterline 11 - cr ter neA -Waterline zne : �, ��ATEI'�/aOE��'ESTi CE 9 36 RCP _ C Sto�a� Seger ���n � n: � 1��o�le , College Station Standard Water Details WATERARRiGATION _ � i 5 �a A� � o Celle f's � St�.tton Standard Water. . . ,f 1 6 �et�ils CE 12 City jj of Col .Ic,ge Statiot, Standard Water Details .e m, t » 3 � z .t V J C.�. l � �Details € ��o�.��°xa C:�ar+t.o� l t Y ! 77, 1 , � _ R F +� AA ., s ( . \. .; 1. .., , :, �,,,. .... .. �k .,,., ., a s _ 1. . o +' % a � is �a t _ , .� @@ xr«,, �r'a Y �5 ISTE RE DI ,,. _:r ��yP 1201,i .� 9 ,, .B f' \ �1 .. \ .i 5m s 1 €, ... _ .. ti 1 f f )r , ! `/t�') TEXAS ,�gy�fy� �y j � �_ �� �_a.�.a.*,,:__.0 �..,..... �a �. � .� � .;. „�,... �.G ���L-N r,. 1L Ji>� f.� t� �oi iSV �. , �,,. r � .. a ry ppP/c� .. y! 1, ; '.a OCT -. l s, f Pic. n B s. 0 I 0." .34,0 15 0 30 60 90 1 , � �4�'I��T. I I���,. I�IY �T : �'��I`I — __ --- -- — _ _ __-------�_ �_ n — V .; VV x TIE 1VV 0 E.IST. 1 C " ! aL ti SO LF BORE B C HAR a: --PROPOSED p1 , .. `�., ... ! HARD �.,.Y ROAD UNDER i, 1 F � �, , 1. i OC3 „ cap / , � r a-�T I��,ti E� E T � ` EXIST. B WL -- PROPOSED 12" P�®C �'-yL a9Aaa I LANDSCAPE SCREEN, TRANSFORI°DER FOR _BERMS AND LANDSCAPING IN 6 ' BR 0�� . C ) F/SER>I�L `REASEE THIS'AREA SEE LANDSCAPING PLAN �.. SCALE: 1 30' LANDSCAPE E PLAN) I 1 B/C HARVEY 35' B/C TACO BELL EXIT / 1 PYLON SIGN �--------- _ 4„ 9 10,.,.t�R,DERGROUND ELE TRIG' ,ND - �_. --�` R S ��ER _ _ ImXIST, 15 SANITA Y E � S � :HOLE 0 S I EXIST. S � A� EXIST. I aT. ,, ,, S M A I-i LE ~.--.._. e I P, C U I ITY EASEMENT A j' ® ® { /BERMm BLI L END �F EXIT r�c� .� lam "IAL LIGHT POLE ®^ fit?1---,� --- �a� .�, . I P L �� " . : f �" a _ ., DOLE �1� EXIST. FIRE HYDRANT & VALVE s— �'> _ -- PDT _ !' r' 7 SIGNA Li H1 FI LE ..� _ � _C.z—CFr � � � —P0 ER � _ _ R POLE -- _ __ _— __—_ _ _.. ,,,_ . , _ .� ,. � r __� EXIST. �,ATER 'r® �. t in9esFr 1, - FXIT. S"' Pik .• P I � � , - METER �: VALVE —V V -- -_—i�, 10 PROP. 6 SEIMER SERVICE �1 / . 51 a �, Ww a a, s fc . `'-- _ _0\ ER P E I X �LEXIST. ��ATER EXIST. 6 PVC 4�1L I� T`PROP. 6 SEWER SERVICE EXIST. POWER ER �OL� ....:...... _ :..:.............. � 5 FRONT - r� I� m� ,, ,9 .... — _T : ' 'I i �BTER VALVE IE TO EXIST. S !L e,.�� _ �► c� PPOP• WATERLINE E r� d I B .l l �l � -CI I�'C . •: p n LO --:az- Al ,2 E D 4.-3 6 e `- 10' UTILITY - 0 1 115.22 4 S AC -S 7 S I A ES YID. � �: .,-,fla ..-- � E YD I���I�T � . I ,-- P..�OPOSED .FIR H I t <,. I r - w S F I.� N T f I- ,-1 / �. EA _ E _� .. 2.5 RA D I U.S-� �.. � D C SNEAKERS _j C� I i� am RED PAINTED CURE LARKED .. / / IN T'is'. " PARKING LOT F I TYP. IN �� FIRE LANE --NO PARKING w a_ U �I I I RADIO I TYPICAL RAP P - •� . -- , 1 l Za ' : i� _ FF� -C�O �s I RUC I ION _ c�1 ! ► I RETAIL SALES/SERVICE I E 23 / 9 .� S AC S ,� 100 YEAR FLOOD PLAIN LINES pp'��� II ! w a e B —✓ '•— L.-9 I' ® t s,. _ i� �. __ —,-- A S I U A LD O A I T I - 0 0.�,> ,'� I n ac-�ac r�� �0� �zTE�� �i riE GRGIax�tr r w 0 J .� d I i a.r�w U — - - I-W� -----i �, PER N AT H A reI D . t°�! A I E R/ / ( ; � !. � ,�[:� � ®- U ® ® --) I �.5 FLOOD STUDY / / \� p �.►.3 . __ d / N 2 2� / �- _ ; YP 15 S A C _ S �` tikG Q 13 \ I I " Q __._I (!) rl r C ' • t� e 1��� (x w _A C ® ® N R E S NNII 3.09000 S. F, —B IJD G. 0 < 0 3o AccEss34 E—TI —SEES ERICE EASEMENT I� tN �' f '' I- / II e BY PLAT - t �� / 1 \ owo w� Q zCL- I' O 25' \ 1 PROPOSED 47' B.B. � a � .. ----- � \ � ,CS 15 SPACES �-' 10 DRAINAGE _ PUBLIC :STREET ,, s p \ a EASEMENT 15 SPACES I. t . ----.------- av� 7 - - _------ - ---------- ---- - 25 1 c--.-63-- _ L ,. ._ .5, SIDE ,,; I . e: �. 1 1 5 2 BUILDING LINE : \ I' 7.5' SIDE 41, 6 WI El CONC. CONCRETE \ 1 BU ILDING LDING LINE S DE W LKS 15 �. 1 ES PROP. 36 J NOTE. _ ALL ISLANDS TO DE GRASSED UNLESS OTHERWISE NOTE®. � \ \ � . � - � ' DIA. RCP - • I I �� 11 S A t / SEE DRAIN I t -- 1 PEAR) w � t 1 #�fi. C E ® I 6_5' PROPOSFf FIRE HYDRANT , �25' RAD I c� BRICK 10 RA 6' • .:, PAVERS ` -� r _ r.� a _ I BRICK PAVERS y-.- � � .. �` <, 1.� ....RAD - c.1 � .1 _. � _ a.�-�.__ � __= _.__ _�__—,, .. 2 0 �----- I � � 0 t _ -. 1� �- � � � Loch ®LE/ �, �I ,� e I _ I REMO�V ELE 7.5' RAD t / �I t / \ t 20 REAR /----DUMP TE . A,�EA --A�C DOCK®'� .'�' \ 76 w p 27 ®OLLA s J / I 10' `RAD ion / \ i BUILDING LINE 2.7' RA / !��°/ l:1A\SO I _t 19-x2lJ � k cn U tA IRE ANE SI � (p)"" r 9 AIR'- R /gyp _ . r / r. . u 9 t \ 'I 23 S \ \ ' ® ° o � A E _- IEX;'`A DUIL -L�- I ° P / -\ \ i NOTE: SITE BUILDING COVERAGE IS 29.7%. c�I ®� - 25 0I i T S A 'E w�0 (10 LJ ' _®a U N I n . ' . :M15 RAD. (No-k�� uR:To INLET LETj'B O�X p �IS ER AREA SEE DRAI A�G E-<�:- 2g 5CR� \ 1 NOTE: CM,!PACT SPACES ARE 7.5'x16' PER CITY ORDINANCE Z \At/ MASONRY WALL LAN . 1 UTURL / w 25' RAD. \ SAki/ COLOR 0 = o ISTREET Op®S�® M TA T .. AS---6 51 . }-�P_ R\ / ' 1 C `S _ •�wr' / FUTURE . IN . .. ; I I i • ' " PEDESTRIAN P ,a C �-- .) fl _- 15 CO __ �j LOT LINE IS / TRAIL \ / �! / 15I - ®h --FL-0 DWAY LINEi \ / o E " , N t-_ET�E X ' EI��IP R' RY_ r }f IP,,r�YCES (SEE DRAII?E \ / RUB E .- .. 0' �y;de`P marl 4OLF PEN CREEK �' f J 1 CSC ' �CK / DEDICATION LINE k1l j`.a �(�4DPIr'1 �10' �N 1 D E EARTH BENCH .; CCES ` : W C I '� : __.. I _,.. -- p p.. codc� 4- FOR FUTURE JOGGING TRAIL L L G E S I N1 CITY o _00 a WPC RAA 1 MUNICIPAL DEVELOPMENT GROUP � rr QSC//�W 1, 00� t'h 203 HOLLEMAN DRIVE EAST e�°y-i COLLEGE STATION, TEXAS 77640 409 693-5359 / rR cc� ( ) 1 PLUG � EL U 00F. _ Engineering Planning � •Surveying _ 9 9 9 LU 276 =) r, Note: Domestic Water = 6356 GPD Peak 25424 GPD (17.7 GP�i) •-, P• -, SITE PL__ g Sewer =z 5035 C7Piak 20339 GAD 0.008 Crsi0.031 crs Peak �r .:, FOR qb / e i a n r 7 . . O z s G ;. .�. � 2 NET AC DES i /ln 2ev s�= 2 7 4,i I r ; A 9 I _. g�w I' 4 d + P I , J r _ ___TAP u CHORD C C C �' T�� J � LENGTH � � IQ �D LEA DIRECTION � . � A LE 1 C . � � .m yT SDI � D � �CLE .�QR� C�.R TI �� � �,�E DELTA �� a1/,,7.77C�® S 39 s6 B2 cw I 005.34 � 05.24 i D !0�)5/9fo -r m REvi5ic-1qS prK G1T ,�L,1 It:N-r � sREVISIONS C C 1 \ n-134F JKS� ADDED CONITOURZS, REVISED DETAILS A r s F-1� <.�)h�'� e r B +. I�«ITIAL SUD.� l_;.�►CN Pcfe FY I Comm erdt _Rev. LACOUR SUPDI! ISII ` a i I IORGA�J RECTOR LE G _�1 � M >,.�.. r COLLEGE STATION, PRAZ®S COUNTY, TEXAS i p reac rep" for: Sccalo. 1" = 30' Shrct: 1 CAI` 1 SCC DVEI.O"VENIT ®t a Date: AUGUST 1 r96 2.i c: F' 2i SAGE ,.. a 9 D .:rl11TE 3£,0 - - _ — i 2 P f 1! TOPI 77L+� ,a DB B� ESSL IC. ...U��'��AY i r.� Y I I . D. G. No. 2 7 5 1 r o — r 7() 1) 15 0 30 m TO EXIST. 18" WL —PROPOSED 80 LF BORE UNDER HARVEY ROAD & ASPHALT PAVEMENT EXIST. 8" �Ajl_ SCALE: 1 3 0' —PROPOSED 12" PVC WL A7 BB (N 0 m.) Oq ov, . fjl� (IbO B/C HARVEY B/C TACO BELL EXIT 49 XIST. SS MANHOLE EXIST. 15" SANITARY SEV.;'ER DERGROUND--FLECTRZIC-AND AS METER XIST. SS MANHICLE Is S t4ANHOLE (z (z r, e- _IC UTILITY EASEMENT EXIST. G POWER, PC AL LIGHT POLE _..� -4 -37s- I" (�7� ....... ......... EXI�T. EXIST. FIRE HYDRANT VALVE 0-- -SIGNAL LIGHT POLE S 41-5041.5-953 r! PO "IFIR POLE C F IR, �E' A� EXIST. WATER A 10'Pl - - EXIST. C P C I tj �! r �j - METER & VALVE 41 IND Bp 0 P. 6" SEV'V'ER SER\ POWEFz roi..E rw f 7 P� FXIST. C" PVC L WL PROP. <IST. POW # 70 1 C E� A SEWER SERVI%, POL EXIST. WATER IE TO EXIST. VIL ru we .1 ) — M,',� (/I -rl,�- — 101`111��-:::I_ METER VALVE 141, 'lk q0l &� I - 100 ne, �'�ki3O;7 PROPOSED S" WL D '�5 10' UTILIT (A-' '0411 0 PRO. FI B/C St'EAKERS Lo EASEMENT IDS �YDR01T',�4� /Im 0 v Li PARKING LOT 0 . I 0f < , '.. I I T LJ a- U LLJ 159000 S. F. BLDG. ---PRE C6 -CONSTRUCTION I A?'� RETAIL SALES/SERVICE LI N A R FLOOD F L 0 �� 0) _M W , 1 1- - "'ei_ t ir/ LL. < _J 100 YE rx #/ AS LOCATED ON THE GFROU11D 0 Ld j V) C-) -i C) U Ld ::D PER NATHAN D. VA,7 0 Y < FLOOD STUD F-7- Ica, 01 ___ — ## L c- c) 0 28 zil u) if) fx n-1 il- C) 0 Vi Lo 0) CL_ z < > LAJ 0 �10 i� le 0 CO- Co Lr) F- 7- 4�' 309000 S.F._-Cl­1)G. 30' ACC Ld v <r EASEMENT UJI 'S F�- rn' i C E E l"! -,, � '-- S M I - (A 04, , 0 LLJ BY PLAT >1 - Li F- z ff. > W/ v PROPOSED 47' B.B. 0 10' DRAINAGE�, p rUSLIC STREET EASEMENT 4AN ht JM 2's 0 v 'v �r ­79 01 0 �p # BUILDING LINE,[.� 7.5' SIDE IF10 to C NCR E IV, v 7.5' SIDE BUILDING LIN c 1 6"1 0. D. + 1 I- T /6 v v 070 lv'lp A 10 'v( L Wed v v , pv t4v 41(l _*v / LAI V\ 'u W,�' I I." F 0 .: lo 1, 11'e � � 4. N �,V jA 78 v u 1�i wit 77177- E AZEA ok, v .276 0 1/2" DIA. BIRS AT O.C� BOTH tAY! 278 20' REAR F�tN 07F 510 1 �5 SCREE BUILDING IN 10 z 0 OW %U PLAN VIEW 7 v L 0 �51-2�4 cps, 5 0 K L 0 0 "s U_ z STD. CAST IRON MANHOLE C, 1/2" DIA. BARS @ OVE FRAME (24" DIA.) IV ILL. TIC' let. 6 O.C. BOTH WAYS 4A7 0 x t 451 FUTUR :1:?l LLJ p 0 L _Ull! P S T AREA E/ C EEN FENCE 0 0mo 4 STREET + aw?r�_, 10 FUTURE vi -/,V PEDESTRIAN 'yz 74V V' TRAIL 1/Z ;)IA. UAH�i (?P L") OJ. BOTH WAYS LOT CINE IS vv '1/2" DIA. BARS ...... -FI-OODWAY L INE 12 O.C. BOTH WAYS T M MARY Lti DEDICAT REA WOLF PEN CREEK CR SF LD IA) < CD E qq P. ON A m DEDICATION LINE VV EXIJST1 X'ST, Ss 2. 0' PROFILE VIEW < 00 D_ C) c STANDARD CURB INLET Ilk, I MA (NTS) M C) v ?A NOW OR FORMERLY �C_A 11 'p FLOWLINE L_LJ UJ ­r I �"; , - 1, ell -.1; � [A I I IN I I T UV UULLLUL L; r Z' r�. g CURB CUT DETAIL 0 5 ZONED WPC > PLUG BLOWOFF (NTS) 276 rjg,:,e% tt 1 00 J' CZ A Pill p F lD DRAINAGE PLAN, G 1? b D I N G A N FOR _T 7P -rL-" R'7E s -T-0 z L_: l4vlr��: ALL H�:A[)W,4LL_10LALTLE f, 0, C A N G L t� D TO D I S C fA A P, G G- P14 P_ 14 1- L �5 (__ -rO T R C-7,4j- M F--Z-0 W 2 7 95 AFP1zc)Vt-r-_D t3Y Cl-rl E_:�N6//V65aa. NU1,1EDER DELTA ANGLE T�:H§RD DIRECTION TANGENT RADIUS AR LENGTH CHORD LENGTH cl 09902'll' 39-42'A,2" E 47.77 603.80 95.34 95.24 91<7-1 /?vns '�r J 5, e> x t4c, fc Dele�'c Cot?�OtAK 6KT Iq A V. 8-2'7-97 Date E.H. By AM -OVAL Commicrif -,17 -It -7 -V)F-,�I) LOT 1 3.4,82 NET ACRES LACOUR SUBDIVISION 11"'ORGAN RECTOR LEAGUE, A-46 COLLEGE STATION, BRAZOS COUNTY, TEXAS Frepcired for: -Sccle: 1" = 30' Sheef: SCC DEVF11_07�,'EHT Dafe: AUGUST, 1996 2121 SACE PC -AD, SUITE 380 P')l,JST0',!, TX 770513 Drawn By: EARL HAVEL Jid [��.D.G. No. 2751 00058, 1 SYMBOL OF PLANTS SIZE SCIENTIFIC NAME COMMON NAME POINTS EACH I TOTAL STREETSCAPE OCE 6 2.1"-3.4 CAL. Ulmus crassifolia 'CEDAR ELM ((150) 1050 REQUIREMENTS O CE 300 5 >3.5" CAL. Ulmus crassifolia CEDAR ELM (300 1200 ®CM 20 MIN 5' HT. ' Lagerstroemia Indica allay WHITE TREE FORM 40) 800 CRAPE MYRTLE (2982 REQUIRED) 3050 POINTS SITE O CM 6 MIN 5' HT. Lagerstroemia Indica olbo WHITE TREE FORM (40) 200 LANDSCAPING CRAPE MYRTLE O CE 40 11 1.5"=2" CAL. Ulmus crassifolia CEDAR ELM (40) 440 ' JUN 10 MIN 5' HT. Juniperus chinensis SEA GREEN 40 400 WO 7 MIN 5' HT. ,'' Quercus "ni ro 9 JUNIPER WATER OAK 40 280 FO5 GAL 7 >51HT. lunip erus chinensis PFITZER JUNIPER �10� 70 ®5 pfifzerana' GAL 21 >5'HT. Myrica cerafera WAX MYRTLE (10) 210 ®5 GAL 48 >5'HT. Pampas grass CORTADERiA 10 480 SELLOANA (4550 REQUIRED 2,080 POINTS SEE EXISTING LANDSCAPING DEDICATION STRIP C, Wo 6 2.1"-3.4" CAL. Quercus nigra WATER OAK (150) 1050 REPLACEMENT TREES ® RB 13 MIN, 5', HT. Cerels canadensis REDUD (40) 560 1030_ POINTS I MAIL�vr T Ku�� I EXISTING TREES POINTS SYMBOL # OF PLANTS SIZE SCIENTIFIC NAME COMMON NAME COMMENTS EACH TOTAL A. IN DEDICATION STRIP ®SIZE, NAME 4 S* Plonero aquatica WATER ELM 35)) 140 (1) ALL UNPROTECTED IN- (.295 ACRE) 2 4" " 35) 70 TOTAL DEDICATION STRIP 2 5" " " 35 70 (2) ALL TREES TO BE 2 6" " " 35 70 DELETED DUE TO FILL 2 3 8" 10" " 35 70 35 105 BACKSLOPE & REPLACED WITH EQUIVALENT POINT 1 18" 35 35 VALUE AFTER CONSTRUCTION 2 2 C Quercus nigra " WATER OAK » 35 70- (3) NO TREES COUNTED 1 5" 12" ` " 35 70 35 35 TOWARD POINTS THAT i 147- " n35 35 WERE LOCATED IN FUTURE i b" Fraxinus pennsylvanica GREEN ASH 35 35 OR CURRENT R.O.W. 1 6" " 35 35 , DEDICATION AREAS. 1 7" n 35 35 i 8" " N 35 35 1 10" b " 35 35 1 4' Carya illinoensis PECAN 35 35 ` 1 14" Quercus stelloto POST OAK 35 35 SUBTOTAL A.--1015 B. IN FUTURE 1 3" Planera aquatica WATER ELM 35 35 UNPROTECTED PARK AREA 1 4" " 35 35 " 1 6 „ » 35 35 " 5 3" " 50 250 PROTECTED 3 47 " 50 150 " 2 5» » » 300 600 5 6" " 300 1500 " 2 7 » N 300 600 " 3 i0" » 300 900 " 8 12" " 300 2400 " 4 18" " " 300 1200 " 1 22" » N 300 300 " 1 28" " 300 300 " 1 3, 300 300 " 1 S' Fraxinus pennsylvanica GREEN ASH 35 35 UNPROTECTED 2 4N b N 35 70 " 1 7" " 35 35 " 1 3" N H 50 50 PROTECTED 4 4N » N 50 200 " - <4 300 1200 " .3 300 900 " 2 (300 600 " 3 10" " " 300 900 " 3 12" 300 900 " 1 18" " 300 300 " 1 3" Quercus nigra WATER OAK ` 35 35 UNPROTECTED 1 14" " " 35 35 " ;2 3n » H 50 100 PROTECTED 1 4b b » 50 50 ' 6„ » 50 50 » 1 8" " " 50) 50 " 1 10" » 50 50 " 1 i 8" Quercus' stellato POST OAK 300 300 " 1 22" " " 300 300 " 1 36" " 300 300 " 1 1Ir Carya- illinoensis PECAN 300 300 " '1 4" Morus rubra MULBERRY 50) 50 " 1 6" 300)) 300 1 12" Melia ozedarach CHINABERRY 3001 300 1 2e Populus deltoides COTTONWOOD 300 300 SUBTOTAL B.--16,315 w I .. 080 2 PTS. SITE LANDSCAPE + 16,315 PTS. LANDSCAPE) 5 P EXIST. ,) c U 6 IDE PARK BRICK W D F E HYDRANT ROPOSE IR WO O - 1 015 PTS. N DEDICATION + S 0 C S PAVE S I DI ATION 4 5 PTS. REQUIRED LANDSCAPE) ®' PEDESTRIAN A E R Q D E w C NOW ®RICK . _TO BE C ONSTR T D A „ O 1 30 S. PT REPLACED' IN DEDICATION DEDI ATI N STRIP) 0 Y (, / R �'' DUMPSTER:..AREA W MASONRY + ) Z 0 PAVERS .. i I— NOW _l___ SIGN RE NE" 8" FI LA �— �fURE` TO `SCREEN ..WALL TEX r P 13 �60 POINTS OVER . R O e , ® . Im MATCH ®UILDIN P . O P O —fin H w , O to _ Ira U - REQUIREMENT - N LL s i CL C 40 RB n e im� 3 4 twin ash at r �ItS i� � P » 0 � O e 18 W P N fi 5 s Z GEN 0 S re�) tV O P O w ERAL N TE . o a � to t 5 , o 0 O ash o W r W i cr �•� 0 a O' 1 ash l` e Lam, ' � a .►� N O k ANY .ADJACENT -PRO ER AN RIGHTS W U P TYOF AY DISTURBED ..DURING CONSTRUCTION9 Q _ WILL BE RETURNED TO THEIR PREVIOUS CONDITION. �s i er o 12 elm w CONSTRUCTION-DEBRIS,'INC U TINCLUDING CONCRETE,ASPHALT, S G ASS P __ A H OR LIMESTONE MATERIAL WILL BE REMOVED FROM THE PROPOSE PARKIN R 4 Z P P _ P P _ P O ISLANDS F LAN PRIOR TO FILLING AND PLANTING. O O O O P „ IR J P O P P P O O ter oak O O O os oe 4 elm O O F P 0 �_ _ P F O 0 .� "'elm � 1 wets O _ O n ' elm U PARK m UT RE F RE NO PAVED, OR O ANY AREA T P E BUILT OTHERWISE LANDSCAPED SHALL BE COVERED N R V' � .� 4 t oak � D 1 PERENNIAL TURF GRASS. N / o ; R7/R " C SS ,. el ICLE AC E � r m ---- � 4 oak... » elm . � RB 3 w .F TORE 18 at oak s s cc ___ ® CONTRACTOR S S �+ ___ 0'� 22 post .oak P THE ACT R HALL BE RESPONSIBLE FOR LOCATION OF ALL UNDERGROUND UTILITIES AND WILL ' RESPONSIBLE . SEPARATE CONTRACT � c �l �� � P L BE FOR COSTS O O ) q� _ A � er oak ` . WO ' �-^'� INCURRED DUE TO DAMAGE OR REPLACEMENT F .. � T 0 SAID LINES, UTILITIES, OR STRUCTURES CAUSED BY. HIS FORCES. STREET B 3water oak _ —/ '. � water oak 3 elm FUTURE S G 1 F T RE SIDE LLD �— RB W O ' -- O �, ® n THE OWN OF ALL PLANTS SHALL BE G G CROWN P H SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. Hel ®aa 5 18 elm ®3 elm LINE EFFECTIVE UPON ® 10 eim ., THECONTRACTOR S J H SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL AS NEEDED FOR THE INCLUSION OF THE SOIL / LO LINE IS (ems m R.O.W. D CATI N w,wn 10 ash ®10" el AMENDMENTS AS NEEDED IN THE PREPARED GROUND COVER BEDS. F elm FL ODWAY LINE �3s" past yak „ » 6 ash n 6 elm » W O .�- 5 elm L mulberry` � sh ®6 water oak ® AL PLANTING BEDS AND TREE PITS ARE TO RECEIVE A MINIMUM OF 2 OF MULCH TOP DRESSING. :.SAVE THIS OPERATION 1._. �. UNTIL NEAR FINAL INSPECTION. `—" P ✓ 6 elm t t3"�e '� ®6 m N T MPOR RY -®`O� � t2 eim „ O ash i 12 ash n e �M � ak / N ,� 5 G ALL WORK SHALL BE GUARANTEED AGAINST ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE P� CRUSHE ^ P-va P�0 ®10 e e� B WOLF PEN CREEK ® s el a-. P P ED,C / o DATE OF ACCEPTANCE. ROCK E� D DEDICATION LINE 12" 'elm _---Erb S " � p0 n 0 6 mulberry 4 ash ALL SINGLE TRUNK THE R T 1 � --- P . —9.2 � ry L� A CES _—•-� .. ®3 elm ' � 18 elm" K ES ARE 0 BE STAKED WITH HOSE AND GUY WIRES' OVERLAPPED. r--' n n O EARTH BENCH COVER' AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER 1" PINE BARK MULCH AND 15-5-10 FERTILIZER AT THE RA �s ash n 5 .ash RATE Q / 12 twl�ash FUTURE LOCATION OF 15 LBS. PER 1000 SQUARE FEET OF BE AREA. ® o5h o Q D E Q H. 24 cottonwood » ARK SlDEW 6 wate o 10 Y, tar oak --' F P „ 7 elm 12 elm - � 3 elm ADD 1" (MIN) PINE BARK MULCH TO ALL BARE SOIL AREAS S0 THAT NO BARE SOIL IS VISIBLE AFTER PLANTING IS COMPLETE. (2— SRC—� WI-rH1� Wo s PAN G — �D(C4-F/0N f P_r--4 MKSi St= N P d DE CATION! AR » PLACE TREE —PROTECTING FENCEeF ih _-B ti �,eaM.kLc J c� e�� P ® . J sh ash Ou� elm ., » „ 64 elm ALONG THIS LINE .AND AS SHOWN � 8 ash H 1 elm „ 12 elm ® 28 elm �tJNICIPAL DEVELOPMENT 0 N b ® ® L PMENT GROUP d H ON ENDS. sh � . 00 4 a 10 ash a Q ® 12 elm 203 HOLLEMAN �..T1�EA3 ® NOTE. NO SIDEWALK IS TO BE BUILT ON e'� a F . 3 » 6" elm COLLEGE STA )N 1. vrq� (Q� 8 ash HARVEY ROAD AS PART OF THIS PROJECTFID :1 ® J lY » 10 ash �W_.�:v.�, �.u�.��;a� » 4 ash ® ._LL...0 .� 409 693-535 H 18 ash ® - - m � 1 � ®18 pecan 14 elm NOW OR FORMERLY LtJ W ®ak el ® 34 m Engineering • Planning • Surveying » el m Im ®22 elm NOTE: ALL ISLANDS TO `BE CONC. PAVER UNLESS OTHERWISE NOTED. L CP LA OFTATIOiLANDSCAPING' PTS. 'REQUIRED CITY_ �. -� -A PARKING SPACE METHOD — 50 SPACES X 16 800 ® water oak _ FOR = 50 SPACES X 12 600 NOTE TH R NO S TREESLANDSCAPING - � ERA. ARE EXISTING T EE IN THE 80 SPACES -X 10 800 RESERVE AREA ALONG HARVEY ROAD. ZONED WPC T O H 2200 PTS. REQUIRED LOT 12 elm . :. ®7 & 0b twi chinaberry ®.SQUARE F OT METHOD 3.482 NET ACRES Qq » p 4.339 = 0 5 O + 5DEDICATION) 6 wa .r o AC. 62 R ADV✓AY 0.29 AC. WOLF PEN "` 4 chinaberry 12 chinaberry — 3.482 AC. NET DEVELOPMENT SITE. - 3.482 X 43560 S.F./AC. = 151,676 S:F. water oak 151 676 1000 — 151.68 , e 7 water _oak 151.68 X 30 = 4550 PTS. REQUIRED. 10" elm SINCE 3 IS GREATER. USE ADDITIONAL LANDSCAPE PTS. FOR STREETSCAPE R (497' FRONTAGE — 35' DRIVEt'IAY)/50 = 9.94 ®18 ash r 9.94x300 = 2982 PTS. STREETSCAPE .INC. 1 TREE PER 25' FRONTAGE STREETSCAPE MUST INCLUDE 1 TREE PER 25' FRONTAGE = 20 TOTAL LACOUR SUBDIVISION MORGA CT N RECTOR LEAGUE A— �1 .6 COLLEGE STATION, BRAZOS COUNTY, TEXAS Prepared for: Scale: 1" = 30' Sheet: 1 OF 1 SCC DEVELOPMENT Date: AUGUST, 1996 2121 SAGE ROAD, SUITE 380 HOUSTON, TX 77056 Drawn By: M DG SITE REQUIRES 4550 PTS. LANDSCAPING + 2982 PTS. STREETSCAPING 1. . . No. 2751 000581 > to/1,-/z ts-f T B 8-22-916 MDG REV. PER DRB ADVICE / CLIENT A -15-9 JKS INITIAL SUBMISSION Rev. Date =Comment .-40.- #Nr- ! HLRr-J LACOUR SUBDIVISION !,/`ORGAN RECTOR LEAGUE, A-46 COLLEGE STATION, BRAZOS COUNTY, TEXAS Prepared for: _ ��? Scale: 1' - 30' Sheet: 1 OF 1 SCC DEVELOPMENT ! 2121 SAGE ROAD, SUITE 380 ! Date: AUGUST,�1 996 a HOUS7Ot�l, TX 77056 �� Drawn By: l,C� sY' NUMBER DELTA ANGLE CHORD DIRECTION TANGENTUS RADIUS A I ARC LENGTH CHORD LENGTH C 1 • a 09 02 49 a S 39 42 42 E 47.77 603.80 3 9 5 4 . 954 2 P `F,. V "P PAVEMENT ASPHALT E T 3 rr n. 8 U - PROPOSED 12 PVC WL .A» B/C` HARVEY 6 B (NOM.) BC TA CO BELL EXIT • / PROP. R=25' BC FUTURE R=25' BC OF- �_ WARP INTO EXIST. EXIST. SS MANHOLE EXIST. 15" SANITARY SEWER AMP 0, PROP. KYLE ST, EXT. ACO BELL EXIT) IST. SS MANHOLE U LIC UTILITY EASEMENT EXIST. GAS METER (TO BE BUILT UPON S1', L LIGHT POLE .. Feoo• �f! POWER POLE CLOSING OF EX. TACO G a . cc FELL EXIT) S'5'53'� �'--SIGNAL LIGHT POLEz_r 5 �J �� �3 _ POWER POLE PROP..6SENSE VIC E LANDSCAPE Aa E SCR EEN, E N r TRA IAE At VV PYLON SIGN IV V 70.00 Ld 3ET '1 BEHIND BC AND METER SARSSEEEXI T. POWROP. 6 SEWER SERVICE ER P L T E PLA nPR0P0SED 8n.WL_E" is ERVIc N LANDSc� ITILI EA SENT 5 e • PROP. 2n PVC WATER SERVICE INS ,Q a 0 BUIL NU LINE EXT f.. E D 5 AST H YD T E ITER J , - _ a PROP. 2" PVC WATER SERVICE LINE PROPOSED 8" WL a y 0 10' UTILITY cfl EASEMENT P P SED -.- 5, W (� r• .• B/C SNEAKERS PARKING LOT, J U Q _ L,J I` __- SCALE. 1 —0 Li a_U , t2 C� U Q Z ISALES/SERVICE_ a T I L PRE —CONSTRUCTION 100 YEAR YE PLAIN `LINE - :_X �0�. .FLOOD.. J >- _.. M : t--- ,W ,L1J :. AS `LOCATED 0 "G U N THE GROUND N a Contraction Joint Spacing J tr J M � 0 J W U CAI . PER NATHAN` D. 'MAZER p _ : cn 0 V Y , o W .. i_i .- requires the ements eau _s e finishing of concrete a i- t._ use of Pro _ n W _ P - c,� W P CL :O N e I .., . - FLOOD STUDY D - � .. t- � , w d be designed in accordance U sawed and sealed joints hich'shoul W 7 9 OHO ZQi Ln LL - I Lu _ Q J 00 r Uca�dW with current American Concrete Institute guidelines. Transverse 30 ACCESS ° W I 30 000 S.F. LDG -J • O o_: longitudinal contraction joints should not exceed the O o g ` EASEMENT ` a u F•- w — _ — — _SERVICE -{ I -S S S VICE RETAIL, ALE E p N _1 . a Z , w Transverse o n•s divide recommend joint spacing shown below. i _ J J 3 J Q P Y PLAT E-O N w 0 ' Z > the paving lanes o Panels. Thecontract ion joint pattern CO. ; 0 I W, ..I I Ishould divide the pavement intopanels that are approximately roximatel Y PROPOSED 47 E.B.. a z ' REET C TREE PUBLIC ST O U , 10 DRAINAGE square zN ; rACMArKIT Recommended Transverse Joint Spacing Concrete Thickness, in. Maximum Joint Spacing, ft. 4.0 10.0 5.0 12.5 6.0 15.0 I 1 1 1 WIPE P BLIC U..ILITY EAS MENT �BRDRA�T C NTER) I _? c ! ' I I G F RE, H DRAN . - -- _ COtiSTAu as cn DEDICATION LINE ® " ----- (3 xl2 S ERUCT. CURD ` > e� __/ s NOW OR FORMERLY AROUND PAD CONT. 61 CONC. _sLnI3 wi ► H ,TYP... 2 EACH SIDE A WAY .� �LrI3nRS 8 O.C.CJ.C. EACH n15 CITY. OF COLLE GE STATION REINFORCED W 4. a3 I3n s NT IRS , _1, C x , ` cap 3 S . _ L 0 P E w w - T 0 rt -- D _ rr ZONED WPC R r 3 -I b LONGITUDIi�AL 1 /2 DIA. �UMt STCR PLAN >� 3�.. o O PLUG Ec RLOWOFF n.t.s.' ' - SEAL W/JOINT MATERIAL 1 2 DIA. SMOOTH (GRAY SONOMERIC C'T SEALANT -- W 1 2 EXPANSION JOINT / n #6n X 14 SMOOTH .DOWEL ® : BAR L� 24 MIN. LENGTH OR APPROVED EQUAL MATERIAL & SEALANT 1/2 DIA. DOWEL BARS X n 12 O.C. (GREASE ONE. END) C SEALANT DEPTH) _ n 4 THK. MIN. REINFORCED ® 16 ENTERS ,. i 1T 24 LENGTH WITH PLASTIC (MIN.) w MIN. DEPTH OF SEALANT 3 4 u e..., „ C SIDEWALK n CONCRETE 0 // ,. CENTERS " 0 L IN �i I-- _ 4 SLEEVE AT 32 PREFORMED `META JOINT ,- 3 , EXP. ,JT. .... I:UM DEPTH E MINIMUM 0 T FINISH .. ,. o 1 WO D .FLOG ' 0 OA TRANSFER .. ., FT F R L D TRAN !N . 3 16" , SLOPE / .. �LArB —. / EN.°PFaR . I N '. 2% CURB GUTTER ._NOT EXCEED ea IL . 74A TYPICAL CONTRACTION JOINT TYPICAL EXPANSION JOINT, (!� 5' SPACING) �// //\\//\\//\\//� e A Q e... 15 50 SPACING, AND AT ALL 1/2 DIA. BARS ® �/ /\/\/\/\ NON —EXTRUDING FILLER METAL OR PLASTIC CAP WITH INSIDE 'S OTHER JOININGS WITH 12" O.C. BOTH WAYS DIATO BE 1/16" GREATER THAN @' p E PANSION JOINT AND DOWE • / . CONCRETE STRUCTURES X PER STANDARD SPECIFICATIONS 2 SAND CUSHION /i�/• DIA. OF DOWEL BAR ,c COMPACTED SUBGRADE #3 BARS ® 12 I a -•: I » JOINT SPACING — F'L',d O.C. EACH WAY #3 BARS ® 12' EXPANSION JOINT CONTRACTION JOINT 12" ' ��•�•.. •. - •� ' •� •.. -; .. A. R •q^•• ♦ .. , ;. °•:. t�z .- - , _- N.T.S. • . O.C. EACH. WAY EXPANSION JOINT . e, 3;, SECTION CROSS CURB). . f, _) (R:TS) „ sr%� JOINT DETAIL CENTER I IN 1111009111116 � �� NTS LONGITUDINAL i- 2 DIA. , 0 EXPANSION R EXPA CONSTRUCTION 3 7 0 ND NG NTS. a 4 WIDE LA 0 SHEET) .. - .. J INT SEE THIS SH `. _ ra .. �. A ♦ •+�+.. -xmm. .a... aw �. a..am,. .van,-......mn ... A—L-1-004-01, O C ..� C ETE N R A MUNICIPAL i.: » )I+' I IPAL D��iI�LOPIv;��IT GROUP JOINT 1 2 PREFORMED EXPANSION INT A, 2 CENTERS 0 C .S STD. CURB ACCORDANCE WITH TXDOT STANDARD � -, � 203 IIOII,E?�fAN DRIVE E..-.-T 6 :WIRE MESH OR 3 8 DIA. .BARS AT 12 CENTS REFER T .0 C D iN A RDAN W _ � , �� I MIN. ° �� € --; ;. ,.., M SHEET SEC. 436 1982 ,. �..� .. », & GUTTER DETAIL THIS HET SPECIFICATIONS r BACKFILL WOOD FLOAT FINISH 2 I 24 :':(409113,93f'. „ e . BACKFILL EDITION SEAL' JOINTS WITH RUSCO ' � AL; : .:.a�" t ��'l�. 1 :•1 SLOPE DOWN .: \ #6 X 14 SMOOTH DOWEL ® SEALER OR EQUAL. 2 \ r 4» \ " < �1 Engineering • 'Z nning Surveying I \I :' �j/�\�I 12 O.C. (GREASE ONE END) �. t TT A 4 0 LIGHT RE FINISH 4 0 MIN. 1 O RAMP \\ \ SAND CUSHION 2 \ \ /\ /, a WITHIN LIMITS F A i\ \ \ \ \ \ �/�/�/�/�/\ / »S EC T I FO I ROM CU# 3 BARS ® 12 _ _ --- NTS Wis, TIT O C C AY O.C. 12 L SECTION IOT TE � RB) NTS` 3.48 A 0-14-96 E.U. Rev. Date Bymment tIFORAPPROVAL LACOUR SUEDIVISIOI7 MORGAN RECTOR LEAGUE, AS— C COLLEGE STATION, BRAZOS C(,i! !TY, TEXAS Prepared for: SCC DEVELOPMENT Dal.' tQO¢i 1 ()�--- 2121 SAGE ROAD, SUITE 380 C9�6 I. --- HOUSTON, TX 77056 17ravi. `Ly: L I!, M. D. G. �. I a., ,3$OTL• C NTPt TOR MUST � RIF Y EXACT HO IZ. A D VCRT. LO;'ATION O. EXIST. 16"N e ATI- �.PLINE P 11OR T -�_T I NG I IBC FORE: I CATION. i vrrru r r,.rr tur Ir.ir:r "d' crcnnci n.J._ar, nn EXISTI, (" 1 % i A,TE L!P E r:r ST. GAS LIP-�: t� EX R ED PVC ATE �IIUE STAB. 0+00 EEOW! PROPOSED 12rVC V!A,TERLINE . I 14 C900 CLASS 200 - I "A" • TIE INTO EXISTIt,O 1 C" 0''A EPLINE PROVIDE � P !`m INSTALlm 1-- 16" X 12" Fl.J. •T!°.F'FIPIG SLEEVE C E ® E T 1 „ .,A ,A ! �.}..�, ... 4 COC. T} . BUST BLOCKING + ►>s C�TF F / I 1 � �, y FIN � . , STA. 3 17.02 PROVIDE AND INSTALL 1— 12 X 6 M.J.h�IJ ,.,10 D PUBLI a � / CONC. THRUST BLOCKING; PROVIDE AND INSTALL _ _ UTILI NT — , w TO klU T V P Y EXACT , HORIZ. tc PROPERT 1 T� E,. o i NT ON 6 PVC FIRELINE 1! 6 r >�i�TE. C NTF��' C R � E }. _ _ / EI A L E _ T 1,�- a r� I I EXTE O 5 PAST 1E � �t.®._ ., PRIOR Lil'.E i GATE tip, E AND' ALL I� CESSARY APPURTENANCES T ./,01 fo SEA EOF E n tiATIO, , HYDRA N CENTER) __ __ I e I EXIST. SIGN N , 5 STA. 3+59.5 - END 92» WATERLINE "A"; PROVIDE LIGHT POLE F TA. 1 +19.1 1 WIL "A" = STA. 0+00 6" WIL "B" INSTALL 1 E" M.J. GATE VALVE & 1— 2" Q _ B 0 O 1P! 0 � BLOW —OFF �SEMBLY 1R CONC. THRUST BLOCKING I EXIST. ROVIDE- INSTALL 1 12 X ffi V.J. TEE f� GATE PROPOSED R. ..LINE FOR R L S I POV'lEF, i� VALVE ON NIL E3 1�! CONC. THRUST BLOCKING `KYLE `ST. EXTENSION UNDERGROUI �. PER COOS STD. DETAIL PROPOSED 95 LF PORE UNDER HARVEY ROA L � ) / �: . _:: +0 0 2 + 1 3 00 e I 9 . .. p . D . p SIDEWALK NEED GU Y d 7 I TING ' PO ER R OLE NI AY E NOTE: EXISTING - z I� 0 E ----- , �a WIRING AND/OR OTHER S PPOR I DURING ,_ + -� , IR / i, F ,.� LANE" SIGN e _ 1 N / WATERLINE CONSTRUCTION . CONTACT : TOIvY PROPOSED D 12 _ �'C WATERLINE A } R,, M X T. PH � 6 WIDE CONC E _ _ 1 - a _ TORE Y � _ i6 4 � 660 48 HRS. BE ,HA SK 0 I. L t r _ ! 9 I 1 a 0 CLASS 'Z®0 _ � TO r��..,. D 1 SI DEWALK TYP. NG. �.tvING TR ., , IIHOLE OLE DEFLECT LMEACtT,lEAR LLIIGP PE��»4..A„ .HORI7ONTALLY 2INC6.7 1 PER. JOINT EXI IN RP-3XIST. 1 A ,C A S EMBEDMENT T OO - � . w , , f- _ . I _ U 4 Ru OU D Poo 20 �" N : ` o ELECT 3IC EASEMENT TENSION PRO USED' KYLE .� . O 30 ACCESS _ - - ACRE _ BC 70 ROW 47 B C 0 562 A R PROP. R 25 EASEMENT ca RP INTO EXIST O WA a CO E TA a : p v a a v p FUTURE F=25 EC OF I 10' UTILITY EASEMENT n L T EXT' PRO KYLE S . (T O BE BUILT UI�ON / f CLOSINC OF EX. TACO EXIST. POWER POLE PEEL EXlT )tc OVERHEAD SERVICE _ NOV! OR FORMERLY NOW OR FORMERLY. THE RICHARD SMITH Co. NOTE: ALL DEFLECTION OF PVC ` TO BE BONE AUSTACO INC. NO CITATION FOUND THROUGH THE PIPE, NOT AT THE JOINTS. ` VOLUME Pf 8 PAGE 160 ,YU E 9 A 0 ' L T 2 NOTES: LOT 1 NOTE: ALL FILL IS TO BE PLACED AND I -� t � r i _. COMPACTION COMPLETED BEFORE INSTALLATION�� , 1 CASING SPACERS ARE 7 ASTAINLESS 1 E 0 DE ALL S NU }} i - TEFL AS MANUFACTURED BY CASCADE WATERWORKS MANUFACTURING COMPANY OR APPROVED EQUAL OF ANY UTILITIES BEGINS. O : ,r r RO ED FQ 1 L AND SHALL BE It. STALLED PER MANUFACTURER SPECIFICATIONS. MINIMUM REQUIREMENT SHALL BE THE BOARDWALK A 1.P. LOCK J0l.� iY?. CARRIER ,� �� \ r ,I •g•g• �. �� THREE (3) SPACERS PER TW THEY FOOT THIS 0. PIPE LENGTH. THIS REQUIREMENT SHALL SUPERCEDE ANY MANUFACTURER VOLUME 498 PAGE 327 PIPE WITH ROC74E0 JOINTS itt 8 / � " Q ,. ,�, � RECOMMENDATIONS UNLESS THEY EXCEED THIS REQUIREMENT. -. , : MIL. POLYWRAP SEE NOTE .4 S 2.'CAaING SPACERS 10 BE. LOCATED -AS i0 PROVIDE A MAXIMUM OF ONE INCH i CLEARANCE BETWEEN PIPE (:) PIE .. { AND SPACER RUNNER 3. A__ O.I.P.PLACED N ICAS M E I Et E. _NT PIPE SHALL E COVERED WITH MI B 8 L. PO -FAST PRIOR INSTALLING P P MIlt. 3 8 WALL TO ALLING CASING SPACERS ENCASEMENT PIPE ( / 13 - Tr+ICKNESS, BY BORE OR -TUNNEL)-_ �' 4. CA JOINTS FOR ALL D.LP. INSTALLED IN ENCASEMENT PIPE SHALL BE LOK-FAST JOINTS AS MANUFACTURED BY AM£-RICAN _ �_ `� - CAST IRON PIPE OR APPROVED FOtIAI.. , 5. AND COUPLED VC JOINTS 'n DELL E P PIf C JO h TS FOR ALL PVC PIPE INSTALLED IN ENCASEMENT PIPE SHALL DC RESTRAINED I WITH THE :.... t, "SERIES b00 DVCTI IRO R A I i ! E N RETAINER MANUFACTURED C 1 .. FA T RED BY DA IRON A S E A I SALES OR APPROVED EQUAL. \... _ Q � o �JD F A l N -M ENDS 0 ! E CASE EN 1 PIPE SHALL BE SE AI ED BY USE OF (MINIMUM) ON,. —EIGHTH INCH (I/B) SYNIHE IC RUBBER SEAL. . SECURED WITH STAINLESS STEEL BAND NO STRAPS. UNDER SPECIAL CONDITIONS, AND AS APPROVED BY THE ENGINEER, - - - `�. / ENDS MAY BE PLUGGED WITH BRICK AND MORTAR FOR A MINIMUM WIDTH OF EIGHT INCITES (6.). � � 7, NUMBER OF RISER /RUNNERS REQUIRED FOR STANDARD SPACERS, !� DETAIL:.. 7—n .., '_"-"' a RUN'lFPS T1'ROLIGH IX' PIPF DIAMFTFP GENER ALNOTES: S RESPONSIBILITY OF THE CONTRACTOR TO 4: IT HALL BE THE RE TVERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES UNDERGROUN'D 41b AERIAL -PRIOR TO CONSTRUCTION. 2 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF S.0 COLLEGE STATION STANDARD DETAILS AND SPECIFICATION 3. THE CONTRACTOR SHALL NOTIFY 48 HOURS fP ADVANCE OF BEGINNING CONSTRUCTION THE FOLLOWING DEPARTMENTS: CITY OF COLLEGE STATION ELECTRICAL DIVISION: (409)76-A,— . 36D1 WATER " & SEWER DIVISION: (409)764-3656 GENERAL TELEPHONE COMPANY; 409 779-4102 LONE STAR GAS COMPANY LOCAL: (409)775-5416 LONE STAR GAS COMPANY LINE LOCATION: (1-600)692-434 - 4. CONTRACTOR MUST NOTIFY CLIENT'S REPRESENTATIVE (MDG) MR. NORTH BARDELL P.E. IF DESIGN CHANGES NEED TO BE MAD AT PROJECT LOCATION. NOTE: THE CITY OF COLLEGE STATION WILL REQUIRE TESTING C01MIPACTION OF ALL BACKFILL IN TRENCHES FOR WATER, SEWER AND DRAINAGE LINES TO ASSURE CONFORMITY WITH THE CONSTRUCTION SPECIFICATIONS REGARDING �� THOSE UTILITY LINES `BEING INSTALLED.. F THE COMPACTION TESTS S OIL THAT LTY L I H T �T THE SPECir ATIONS ARE NOT MET, THE DEVELOPER 11Af°ILL BE RE— iFIrn T_ i I RECOI�lPACT THE .TRENCH AND PAY .FOR EACH SUBSEQUENT TEST UNTIL IT I`;EETS OR EXCEEDS THE SPECIFICATION. ADHERENCE TO THE STANDARD SPECIFICATIONS OF THE CITY OF COLLEGE STATION IS THE RESPONSIBILITY OF THE DEVELOPER. IN THE EVENT THERE IS A CONFLICT BETWEEN THE CONSTRUCTION FLANS AND THE STANDARD SPECIFICATIONS, THE STANDARD SPECIFICATIONS SHALL GOVERI". - 6 t R)ERS TtRClGFH 36 I DIAMETER. BLOCKING DETAIL FOR PIPE ENCASEMENT N.A,S.P.` 7 RUNERs ,HsouG4�' PPE DnMET R . C) r. $ e i . 1 0 V 9 R ,C � � DE.. 5 L F . F F;OVI E .� LF OF EC I I .. D THK 1 STEEL E ASIN V AS A Lr ATE V� O _ ., .C. �7 ,� I L ., HEFT ) 28 I PRQPOPEP (313001) E EV TLC , T€. }r GRASS AREA, NOT IN TH DRI E AS IT MAY PPEA IN P OFILE� E' GROUPD LPG. 2 T,t, 21 2 I f ,� i I 3.J EIS. t I EP 0 S A �ATI N I, !9 I r I D 1C0 L �20 PROPOSED,1 T L E ,_ ...._. C DEE�tiET _.,... np IA C 00 CAS 20 .. I If 9 » _R LET A V T ; 0 1 _ DEF L E T r , 9 e 4 T �. s Yi r E. ' t. ,. , F I I P O R BURY I AN AN PE B ,� EXAC VEF�T}CAL ��D I•°I ��1�.031 AL LGOATIO�.,S F- t , DE . 1.1 IN -40 LF A , I t S �� R M G A u G P.. E C AVID S } T 15 A 0 F E } N� I 5 , r ,< O _ 0—N T1T-�'--� 0t--6 05 PER JOINT) I _ I IOF ANY CONFLICT PEFO E- FF ICEEDI6G. 2'-I ,.�. _ �• 6J 7% Ms k FS ^ pn ., r •Fa65 w _I 3 I. J j ( i I E' 1 O 9 66 S.H. V!V'S t, DFF• SOTE t DDEG, "A' MOD. FEF Cff S A 9\ 12\96 S.H. FOR APPROVAL Rev. Date I Py IComment �.Lj -- i _ tz _ O �a. %a�TICIIAIT�L I �IG�a a Z� O ¢ �, xr. ++fin,+.•;.+, w . ^ o^ e L ! C®ISEU' F :.A1"':1•. ,a7,n�'La, ,'7 I€" : ^r � > �.. r T� „.�.- ter. I C�_ W � i 1 ., �_ ( ) �... W W J !sJ C r J J 'V I _ o Enc�2rt��rrzn�c� Fl�.r�, i�,n� �,°�°rvrycna I 1 I Wf� I h- YZ® VZO�- Un w Ia i_ I _ N u w O PLAN PR out W UC! — _ TEnINE A" 0 . I I ., E3'9 .00:9 Q. - � _. ar-' �w-,�a . Z Z _ it H I— Q r �. �-I O ' °tl � L , �. r �a a � w r . F l , W .. J L. STD. T � T N a i n �- � _ N e , _ F— c® to � J f— Z � "3U totl�- ® (� tCd (/) _ N N W r. r�,�NM ►� ►� >- J W AND PROPOSED S PVC WATERLINE Q 0 WIN Nli >;N� t `. .- J �° Z �N S A0 0 ° . TA. 0+65.00 Pw�11 wJ J —! �Z.W'_ I,Uco LOT 1® �>I f c ( {� f I 0 I >J �In I W O 0 o cp� M ( t J o u� t9 � to� C� O; � I L A GCOO L UF RE �SSTU:TIBO�a.0 vI VTlaEI X:S A IPA w + +�J + Na + Preparod for: J�+ I f- O _ 'uj• �r • w � • 1 I � Q w W i Q Q 11 II 12 � � 9 I� pat � O .� ,� �' R a" D L ITE �0 3 LHTON, � F..> .... ., - F I { A A # , .. _ � u E— r �— F— J i-- J h— cn r� cn I— J (n w N N H c� F- J I— t� � J ._6iroF. F' yrTX 77Q�6 r F, , . J.I.... A., I n .. � � , LZ �-- �,.. 0 �-' 0 0 1 +00` + 2 00 3 00 4• ®0 ® 0Q Iw !F, . , NOTE: ALL DEFLECTION OF PVC TO BE DONE THROUGH THE PIPE, NOT AT THE ,JOINTS. BASIS OF BEARING: NORTHWEST RIGHT-OF-WAY LINE OF TEXAS STATE HIGHWAY 30 (HARVEY RD.) NOTE: ALL FILL 1S TO BE PLACED AND CALLED N 45'4553" E IN VOL. 1758, PG. 155. COMPACTION COMPLETED BEFORE INSTALLATION OF ANY UTILITIESBEGINS. 1 . .. l _PRP ff i �i*?l i J I I . TO,, DEF. 1 JOIN EF. 1 VERT. _JOIN 1.41 LZ w ,o c� -u: of F W L`�0 La - > ZZ Q� W W W W W® Z Z Z Lo Oh. (� t ..� CD J hCG> 4- p4 olX� + ? N � N LO LO — _J 0 . 11 '� li L— ,► J Q Q N rC, Ll- to l" o 6 00 v z z -o--- h Lr) to 1- 0 + 0 . F- N oll o11 W _L w J M LL. M u- - ai dl YSNV.+.i:. � 4 9kA - 3Qs.tl 7 ¢�4s0r111. �ri -ALL., JR. . 4i.........Ta"3ifwW dlAP• 60373 N TE: NTRi CTOR MUST IELD VERIFY EX CTJH TICA AND HORIZ NTAL LOCA ION A D NY E GINEE (MD -693 5359)0 ANNFLICT BE ORE ROLE DING. 285 e z 275 0 nZ w � o 19 c� 0_- °y m 270 Z W� W El J W 0 Hw + +(I 265 w II Lli 61--T 2CM1>VC- 0 TYPO F? 10\8\96 S.H. VALVE, DEF. NOTE ADDED PER COOS A 0\12\961 S.H. I FOR APPROVAL Rev. I Date I By Comment . .,_ W71*?ICIPAL DEVELOPIMM GROW a 1y L"""`� 203 HOLI�Fl"AAI'S 37k?NE T` COGSTATIOI?, 'Y'L'-V 77840 ,,,, (409)693-5350 —41 Engia•►.eerir�g ' PLAN • Plannninr� • Surveying & PROFILE ^� PROPOSED 8" PVC WATERLIt.E "0" " STA. 0+ 5 TO STA. 6 9 4,, 31 1 LOT 1 _ LACOUR SU.BDIVISIMI COLLEGE STATION, TEXAS Prepared for: Scrt!c: hori--:1"=20' vrrt:1" =5' SCC DEVELOPMENT 2121 SAGE ROAD, SUITE 380 bate-'FrTE���ER-, 1996 ' HOUSTON TX 77056 Drawn Fly: J.K.S. A.ND SJL4.H. pry... /1 - 581 \ �g NOTE: CONTRACTOR MUST FIELDIll - F AND covER oR ELEVATION AT EXISTING RCP OUT ET B FO NOTE: CONTRACTOR MUST FIELD VERIFY INTERCHANCEABLE AS INDICATE BEGINNING STORM SEWER CONST UCTIO NATURAL GRADE AT STORM SEWER OUTLET GRATE, „ 1/2" DIA. BARS A ( 4,�0. ACID NOTIFY ENGINEER (MDG-69 -535) AND NOTIFY ENGINEER (MDG-693-5359) 2 3/4 a 6"O.C. � � OF ANY CONFLICT BEFORE PROC EDIN STA. 0+04 BEGIN PROPOSED 36 RCP ® INSIDE OF ANY CONFLICT BEFORE PROCEEDING. ,,\ T - sue= T -2 5 WALL OF JUNCTION BOX 1, FL(OU )— 7 .41 ,a % •I , " P2AFI�ICsLE 4 0 0 (. » „ [i 4TE _ STA. 2+76.91- END PROP. 36 RCP j A PO P LE + - +35.98 - CL PROPOSED 8 l STA:. 0 09.73 WL <B STA. J WATERLINE B FL(WL B)=271.70, FL(36 RCP)=275.34 STORK SEWER @ HEADWALL STA. 0+00 END OF E IST. 36" RCP Vd WINGWALLS -& APRON 1/2„ DIA. CARS ".: \ :.. _ FL OUT=275.58, INST LL STAN A �;:: STA. - 1 +94.79 CL PROP.: JUNCTION BOX 39 (SEE DETAILS) 0 12 D.C. 1/2" DIA. BARS ( ) » a 1Y O.C. W GRATE INLET; TG=278.50 36 RCP U = 8 50 = L GRADE JUNCTION. BOX SEE ETAILS , FL 0 T 26 NATURAL 0 J ON D X 2 � ( ) ( ) r STA. 0+16.63 CL PR POSED UNCTI 06" RCP J I FL 36 RCP IN)=270.60, FL(BOX)=275.41 FL 36 RCP IN = 275.30, FL 36" RCP OUT =275.20=FL BOX » N.( ) ( ) FL�36 RCP OUT)=270.S0=FL BOX ; 2 3/4 PROPERTY LINE NOTE: ALL FILL IS TO BE PLACED AND VA IES COMPACTIONCOMPLETED0 BEF RE' INSTALLATION OF ANY UT BEGINS._ sEE PLAN AND UTILITIES 36" RCP PIPE PROFILE SHEET — FOR ADDITIONAL 7 - DESION PLAN VIEW A CONST U O JOINT S" R CTI N I T I D S , � INFORMATION ID [ T{ W n L P A _ K L e l b o -J 3" _ 1 /2 IA. GARS Q z Z lZ s"O.C. k l 3 x z I 285 5 q N — I z 6 4 0 6 :z w W c�c , _ W pg JUNCTION, 1301 PROFILE VIEW W NT S J t- W W Q' (/1 f I W _ fig- 30,000 S.E. L j> QW —1 IW7 0.0W j Q` 7 CL o� :RETAIL S./ALES/SERVICE W _MATERIALS OR EMBEDMENT z _F - p r W_ SELECT MATERIAL: MATERIAL EXCAVATED FROM THE DITCH WHICH IS - cc w cc o; //.� / _. � �/i FREE OF ROCKS, .LUMPS, CLODS, OR DEBRIS LARGER THAN N10 (2) Q. p U W � �� f f " INCHES IN THE .LARGEST DIMENSION. W V1 �� . �. l' S O _W � CEMENT STABILIZED SAND. GRADATION CHARACTERISTICS MUST _ O a. EL W � CONFORM 1N GENERAL ACCORDANCE WITH THE FOLLOWING VALUES: }C O ►-- I I�I f1 „ Q �7 P� i COMPACT ED PREVIOUSLY 3 8 SIEVE 100 w�. o; Uw rZ 0 � \O � MIN. 12 EXCAVATED NATURAL SOILS NO. 4 SIEVE 95 - 100 p SEE NOTES NO. 8 SIEVE 80 - 100 z C� NO, 6 SIEVE 50 85 Q z . NO. 30 SIEVE 25 - 60 Q NOTE. OUTLET OF STORM SEWER AND, /'' END OF.APRON ARE TO BE AT ___ / - RCP PIPE No. 100SSIEVE 12 - o -- ' MINIMUM 1 TO 1 1/2 SACKS OF PORTLAND CEMENT PER CUEIC YARD NATURAL..:: GRADE. \ ->~ � / , \ / i OF SA ND. \ 30 B _ EDDING MATERIAL _ — — — — 3� 0 MATCH OWL E 6„ \\ J' T H FL IN GENERAL NOTES: NOTE: C NTRAC OR MUST F ELD V RIFY FIL ELE ATION ATEXISTING RC DUTIE BEFORE BEG NNING STOR SEW R C04STRU TION N AND NOTIFY ENG VEER M D 693- 359 OF NYC N F LIC BE F RE C O E DN G. O, PROP. 3 RCL PI \ \ P r P \ . \ \ 1. AT THE CONTRACTOR'S OPTION IN LIEU OF SHEETING AND I 5 „ ' SHORING R OTHER PROTECTIVE MEASURES,TR NC S BE — — -- — — 2 .-....:, • 0 ETRENCH WALL MAY 3 (o X Z �2 s .. „ SLOPED 0 S S PED' BACK FROM A POINT 12 MIN ABOVE THE TOP OF PIPE. f-. CEMENT STABILIZED AND (MIN) \\ . ti,owJ SEE NOTES L CONCRETES L E_C SS A. CHAMFER L EXPOSED 2.0 ( \ .O � ;... ( ) 2. ALL „ SHALL B_ LA _. A__ E,.. ,._D TOEW LL \\ APRON / CORNERS 3/4 . ALL DIMENSIONS RELATING TO REINFORCING STEEL 3/8" BAR @16" O.C. BOTH WAYS (TYPICAL THROUGHOUT 30� / PIPE O.D. ARE TO CENTERS OF BARS. I . / c " 3. BACKFILL SHALL CONSIST OF FINELY DIVIDED EARTH PLACED IN A HEADWALL, APRON, WINGWALLS & TOEWALL) \ 8" MIN.-12 MAX. \\ / MANNER SUCH AS NOT TO DISTURB THE PIPE. BACKFILL SHALL BE SIDE ELEVATION \\ PLAID VIEW MAINTAINED NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED IN \\ / SIX (6) INCH LAYERS TO NINETY-FIVE PERCENT (95') OF STANDARD „ / DENSITY AS SPECIFIED IN A.S.T.M. DESIGNATION D698-42T. 0 L 3 8, BAR TO BE PLACED MIN. 2 NOTE: AL � 4. ANY PIPE WHICH AFTER PLACING IS NOT TO THE ALIGNMENT OR AND MAX. 4 FROM OUTSIDE CONC. SURFACES. \ / REINFORCED CONCRETE PIPE BABEDVHNT GRADE SHOWN ON THE PLANS AND/OR DESIGNATED BY THE ENGINEER, ALL CONC. TO BE 3000 PSI 28 DAY STRENGTH. \\ / (NTS) OR WHICH SHOWS SETTLEMENT AT ANY TIME BEFORE FINAL COMPLETION \\ / AND ACCEPTANCE OF THE WORK, SHALL BE TAKEN UP AND RELAID OR / REPLACED AT THE EXPENSE OF THE CONTRACTOR. ENDS OF PIPE, I/ I \ JOINTS,: FITTINGS AND APPURTENANCES :SHALL BE ADEQUATELY MAIN-: L LDETAILS / TAINED AND PROTECTED UNTIL FINAL INCORPORATION INTO THE WORK AS CALLED FOR ON THE PLANS AND/OR DESIGNATED BY THE ENGINEER. (NTS) ''I I I28l 80. ® 2. 0% 270 12 LF o7t PPOEQ 36, RCPSTORM S EVVIERLI NOTE: NATURAL CONTRACTOR GRAD AT STORM UST IELD'VERIFY SEWER OUTLET OF ANY CONFLICT BE ORE PROCEEDING. xNs 00 m �- N - O J W N W O J O a O U N , 4 N X N Ln n ' W a C l0 25 GK �foD/�Y 36 �,PGP—da/l6oW I O GKT 0 ev ed TP S i lG a r R r x N t r% G octh � 5 a x A 10 16 S.H. OR APPROVAL F APPR AL Rev. Date By Comment J w r m� p —� � T z IQJ >,.E. I MUNICIPETVELOPMENT GROUP kj 2DRTw� 11 aO COLLEGE S03 LI0N 4C U r_ .409 693-5 59/�(dQ Q Erganeep t0 rlrg Ptnr.ing 5urve zg V F ioQ^ w+N M cA F- M p F- to N J W II J Lfi� J i-a N J J J PRO ,w I z PLAN t�l_L Q _IN Q Q m (n 1 11 '� -',,� n- N o o x i ., PROPOSED 36 RCP STORM SEYVERLINE Qui cn o_ o co m o U u� .. O II 0 J M Q H O z to O 0 w , cfl w_ m r � Z ?i b S 0T STA . 2 7 �. z ,. . vl z � J I I �� s: • � � � � LOT 1 II_ z E3,. 9 uq �t w z _ o L 12. Mm _ z M 4n Q) W � O O �s to _ LACOUR SUBDIVISION 87 Q _ 3 rn cn U o_ 0 N N w U w .' t\ � O F— F— O � S O N U G� d , Z z o . t'� _ G STATION, 1 I I o: w ry . .e� COLLEGE TA TEXAS + U ." + n + O J N Wi w ® F- x O o o- `�� #t - Pre red for: Scab: horiz:l"=20' vert:l"=5' U r M M DEVELOPMENT 0 S ®VEL PIS ENT O m M E � O :Q W w r Q , Z .- `' Date: Q 99 Q t OCTOBER 1 6 >Q .� \ F-- J , Qr ' L� G f- (n 1 SAGE R U 2 21 AD SUITE 80 J J Li E 3 a N 40 (n (n w " cn Drawn. B SHARON ICE ON w-,�. H S HOUSTON TX 77056 Y STATIONS. 0+00 1 00 2 00 270 I 1. I I � - ­­:,­ - ll­�­��l ­ � 7­ , ", , �', �:�� � , � , , , � ,� �� � , � � I I I I � , -� : ; �, " � ,� ". x, 1'� , ; � - " , I . �'7,� � - �­ � ­ ­� �� : �­­,IqI�­ '. _­ , ­�,4,,�T �,,I-,�7 I- �­ �,,A � ;,�;��,­ � ,� i"".- ,, ,,_ I'll _11, ­,71,­�­ 77­ . — I . . I � I � , � I I I I I I I , , , I � I �, � �`117117_773F�� ____1n?!Il7 ---19r � I , . I I- � .11 � , � - � � I I - 1�11 I I �r �­ � -,, . � � , ; ', 1�1 " - , . I I I 1 _7,1,f�, -,'� 't ",'� `�­ , � " , W719m," '"001111,91 � . I I ­-, ­­1 I - I � I I � I I � I � - I'll I � . . 11, �l - ­1 I - I I ­11 - ___ __ ---I'— I- ­__ ,,,,-- . I F. I A I 8 I (�,) (2-, ------- A ---t ��,_, , I ,,,Of ,��s _@ I -,_� ,,�;,pv 7 "--- I _,_­,Z.�� ,- I , � - � I - , :�� , , �--- � I C', I -I_ a! � � -___I__ I I - INSIjLATINC, MATER--'L-r , ___ I- . __'? __ , � I _---E,Ar_:l' , - , ­', 4 . t .,. �;-<::�, o �� - � - I ,� ___­ -1 SK E 7' - 0_1 ­ ----. wIll-c: --z E I - -1 � '3. . -N�!- I , � n . '' , . 1. - - I I -_ ­- - i -I' I , I*---- ,�l " I '\"\ t __ 11 .1 I '> - — � r,_ 1, I I I . . I � - N : 1 I -1 I I � 11", I � . � I I � 2 INS�JLA7,%G Z-L--E,'E F__R E,.�-- . , - 51 - - - � � I I �­ I I �:��5--�mr,K !" _ � I I . 3 c �L----ATTACH. CZ%-LAITO S;0N �­' ' ' ' . : � � ,�:_: �,� " " � , _; � i 7 -_ �l - - � c ­ . I -1 � i I- I , �_ I I 0 1 , - _"� - , . "'�" r , - - ______­­lll ­-, � �_ 0, Ai MANHOLES Wl FH -"-I F,,:�S ­ - I i __ � I - _�� �,� � . "� - __. , - -_ I � � , - I - � _ - ' `,��_7�_, NOTES- 0 t __ , - , , � � ____ - -', ' � I I � �l , , 7 - �-� I i � , ­ , .--- - -_ -_ , - .I- _z I -1 G... � ,;,',�, ','_�'--­Eq�l - E,* ­_� , I . � �l I-, �/y i � ­_ � � I 1\ ST-E-EL AS MANUFACTURED BY - JURING COMPAlOr �, � --::L . _ , I,' ; " - _ ,� _ I F �: , _ - , , , �N - 1�1_ __ - CASCADE WATERWOPKS MANU-A', 4 0 1 � - - ___ __ ___ __ __ _ .___._____ " .,__.____ `3' 3' � -- -,� , , " � ____� _ I I ,--CCNC.,-- - -GR� ' ­` LEVE' I I " I� CASING SPACERS ARic �C BE ALL. STAINLESS 1-4 1 r, i � F _T I , I ,, 11 _", 7 -, - ­­�- � - 1­ � - . -11 - J_____m i-i �r 1, I,,-- _-:­�,, ECIFICAT[ONS. MINIMUM REQUIREMENT SHALL BE I �,;=_,.. _ I I �­, I , OR APPROVED EQUAL ANL� SHALL BE 'NSTALLED PER MANUFACTURER SP , I � � 4 ! 0,1 2 ST-EL W-'��,ERS FOR EACH _,�_ �17 1;�� - � . , ! i I __ -_-.I- . - I_ - I ._,­,___��___��_____ ---- _ � r , I . - . -11 - � \�l (�=_j Q I "I I �,, I'\ THIS iRTMENT SHALL SUPERCEOE ANY MANUFACTURER � �___ � -,;�.:,_ -_ _ --- ) . ", � I ll�� � "I k % THREE (3) SPACERS PER. TWENTY FOOT (20') OF PIPE LENGTH. . S REQU I � �� --- 11 - I I ': I , ; " I \, 11 TA;r -i--m -,-��, :���� a 1: L T , , � , , � � ,� I , RECOMMENDATIONS UNI.ESS THEY EXCEED THIS REQUIREMENT. I - H � I I I- A__._ I , ___ ____\ —I . . - " _ - � r , � � � It I I I : 1'� . __ Z�:V';; 1, � D - I I ' - - , __ F ,�� (�_ , ,, :,5� - , <----- 3�1 I i I 11 , I 2, CASING SPACERS TO BE LOCATED AS TO PROVIDE A MAXIMUM OF ONE INCH (I"') CLE CASEMENT PIPE of, - , I— _____ - i 1� _______________ l_______._,____.____. 1 ��7 � . � _r � I - : CH 2, - __L '�� _T_�� . � , � , - �_���� ���� I SF?, � - PL _'57, C � - * ' : 1 ' ��­'I' CC%CUIT k G) 5 -i- E ,_�_` — :��_�� - ­ . . - . - I ... , , � I 3� ALL D.i-P. PLA(_D IN ENK,ASEMENT PIPE �:HALL BE COVERED '*r" AS MANUFACTURED BY AMERICA4 i I _�-__ 9USHTNG � �_- ' '�' ---��_�,_, IC a!�3e-­,G I , , �l � It I I 11 I ' -1 " - :, I I I AND SPACER RUNNER, . " 1� 8 MIL. POLYWRAP PRIOP TO lNSTALUNG CASING SPACER',l - ' Z4 � P, -ASEMENT PIPE SHALL BE 'LOK t � - - - , �,�- .� �_, -,-, _-,� 14 � , ,j I, ,� ,- _,.__,', 11, �; I i A � � - I -FAST JOINT5' I - - M,I`_'��CLE , � I i , ,� PIPE JuNTS ro� ALI D.I.P. INSTALLIED IN ENC � --L-L ___ . � - - .. I - . ­ -- _C%7 ,- -� �, -YP) I � r I % �� I I , � I I � ,. r 2, "C-O 7 ,%' TEST I I � I , 1 CAST IRON PIPE OR APPROVED EQUiAL ASI`MiNl PIPE SHALL 91. RESTRAINED wir" -imic 1_ ------- - - __ - , _ __ � __ - ----------- . __,� m ---7-;-- --- I ��' ^ �_ I I � I BELL AND COUPLED "VC PIPE JOINTS FOR ALL PVC PIPE INSTALLED IN L14C - _ � ___ _. ___ - _'�_ - -_ _!� , , I . I _______. 11 __­_ �__ A�� 7_7 N �: E , _* - I � 11 OR APPROVED EQUAL. - "-" �__ES I e, _.� �­ - �'��-,' �;, M,%G � 1, � I ; ; "SERIES 150d' DIjCT;LE IRON RETAINER AS MANUFACTUPED BV EBAA IRON SALES :�. /.,. " : �./ I E , , ,, 41-,-Y I" I SEE NIOTE i 1- � 1, ., , 0(�E_ - -, � I . 1� , . �HiH INCH I I S:O� V! EW --- �/ 3 : " I-znI ly!�'. I �� �,Ip��, , . I I - � 1� -1 ,�:. I . _­ ­ - I IMUM) CNE-E G 6 'S") SYNTHETIC RUBBER SEAL _______�l _1� ; � , 5� " � , % 6, ENDS OF' ALL WASEMENI PIPE SHALL BE SEA;_ED We USE OF (MIN By THE ENGINEER, � ­ - . . - " I I - I 4 �� 5) 1-1 _// .1 __ ; �,� � I , I i . - ' PRO,/ED V , � - = - A I - " I I L tONS AND AS AP /,;-, _',I____ . ___, � _ -11 . 1�., -1 - ____ -_ — " _,� UNDER SPECIAL COND T I ,�� , � �-_ ,j , ll�­,. - _­_." - , �� . 1�1 - �_­­-_­ � ,�� "'�,_'2 _ SECURED WITH STAINLESS STEEL HANDING STRAPS I _. 77-- = : _F �� , - ", 1. - _ ­ (6')- 3�,. --I.- - 11_1 -,-A, I ----A- A .- .!: ____ _ — _ A, � - _-, I ENDS MAY BE PLUGGED WIT4 BRICK AND MORTAR FOR A MWfMUM WIDTH OF EIGHT INCHES I . 14 - , .1�11, 1, ­1 I " ­ 1% , I �. DARD SPACERS. SMCOTH ccl)_� _�l ',,��_­.,:, - - - � -- ,��,/ WIRE NIE�ii ;E�I.F ; T �12- %'-V. + � 11 I I , 7. NUMBER OF RISER /RUNNERS REQUIRED FOR STANU � I ,p­j, ,rp":, /____�:� I li �, �­ , " jUGH 14" P'PF OIAMETF.R. --I- . - .1 1, t �, I �_ I �_,�l - - . 4 RUNNERS THRC , ! . i� 0 ; -1 - - I i � T, 11,1 �i` ll-__--l--,­- 1, P�Pt DIAMETER, I P L -' 7, __ , r-, - - .---., ­­"t- 6 RUNNERS THROUGH 36 12 1 7 RUNNERS THROUGH 48' PIPE DIAMETER. . 0,:,P ll.GCIe, 4CiNT TYPE CAZF�&R - ­ � , - F 14�r-*i BONDED 10ir,17S IN 8 � I 'Ir ­ � I I . .*,_ ;,"',�--wRAP (Sr�`NOTE ?) " I . I I .. I DETAIL. 7—D ;_N,'_ASfMFNT PIPE eMl'�,!. 3/9' WAIA - 11-1 ­­ 1. -_ // III-111CXNESS, BY' BOlk OR �UNNEL) f" I ___ � ___ � �­ 1 � - I BLOCKING DETAIL FOR PIPE ENCASEMENT (N.A�S,P,I-) I 1. I � I . I � L---.— I I I I TA8LE OF OIMENS�CNS i 1 1 1p:=� zi-c; L I A ,I IN I a � I N ; I ��__L�_,) 4 1 _S 4 -1 1 3 77 6 1 4 1 _. 6 562 8 f 5 1 8 7 52 _� I 10 1 7 1 to 941 12 1 9 15 1 11 1 13 1 12 1 15 1 is -11.19 1 13 70 1 16 -, 5 1 His IF 1 15 __I L� 2_!!�� 1 APPL-2 IN FiELD I I Ur- i tA . if I — I NOTE [.� ; I I I . INCFE-ri I NG STATiCNS , 1 ­11 .. -_p I .1 � ('�E= '10TE 5) ­�l _,;� I . ' - - . I - I- TO BE USED WHEN CCN�_ECTING CAST PON OR STEEL P!PE CR V.17ILVEES �_ " - I - - � ... . ____\ _01- , . , Fl_�` I P I , I - _-t�':­:::� FLI;IL� - - �-' 1. TO CCNCRETE PRESSURE PIPE 5 ON ANY BURIED FLANGE . ___`i, . _:,:;f�_ � 'DIP SHALL NICT BE ______­__ NOTE 1 5 JOINTS I 'C"ITINLICUS 7mRCUGH I DETAIL: 4—B �1­%HCLE 10'X 4" CIA CRE��SCTF_'] 3' !G * � TltPE 4 POST (WHE'N PE�UiP.a-) I 1'� " ­4 e_.s I .INSULATED FLANGE CONNECTI&N ON CONCRETE PRESSURE PIPE - 0 WARNING S;G.Ni-11-1 �li. MA,NHCLE SIG%,�,, I I . 0 Pl­ CONICULET 4 .. ...... I 0 I; - , �__ 11 W1 GASKET 11 I m I _�_____ CC',IE R I I I E NO V I EW I / --\"\ -0 � I , , _- NA T L P_' L G R C'�'ND I ,GRCUNO LEVEL * 6 . %, e7-_S3 / -_ -_ __� - -.7 , � MACHI*�l IX -IL I v � � ___ .<, 4 1 -)l i , , : / f I f, , - - I NUTS '� N,:�- �*_ � =� � k _--iWIRCE "' CAST METAL L.M. � (NUMBER rS I .� 11 SP-1 SE3� CCNCULET WITH f I �� I i 7 - ,( i I , , :,- , -, I- , . I __--l- f�_ - - - -1 RE _- U'P ED I - f \ � . PVC. COVER , F_ I - I I , __ __ - ---------- ---.-------- � - � � '___��_ - _­ ­ 1, I _! . , DETAIL-- 4—A z I � ,----- 50 - Lo *—I , I . I , 1 112— 11 I - % \ j f . I 1, I - , " t I "�-_ , � 1 5' MIN. AT - , - % , � � _,; - - -__ ___ -R - __.zF_I' CONDUIT . k� I O� _ - - ---------- � ___ __ ��_ , �_,7-:;_�_,_� � � ­ ,J) PRC -- 4' SAN'IT-'Ry SE�', ER S E-R%'! C E ENO OF SEFmCE MANDREL DETAIL F0 DEFLECTION TEST CF PVC. PIPE I - I _,� �_ I - PLo%S_Tll ---- � I - "I Y 11 � - �__ S-,t,* I RD _�_114 C I. uj LINE. N­N�YIJM SL '' LEACS , � --- __l �. I - - "C- GP�E OIF 1/3' PER FT � &JSHf:%G C-,— 12 SOLID TW TEST \, I 'I -, � I /I 1 2000 i's L cc,ll�:-,�_E -.,--- - - L '_�'� , , � S-�,�_zR C',-EANCUT &��OT E __�_ NO I" 1, STEEL i I ! , 11 III CCNCUIT-- , i I � � ,:,--, 1 ;��.­__ C11;I,E­R OR EQUAL. �_l I . �____�- L­ J'_ �__ - - . HOG. (STAI P To -) , . EC� - .., Pl__ 5 i ! � __ I � ) t a/c B/r , ______ / � - ­11111 GPCUNO LEI/El_­� - --- 6 __F - I WHITE---, , � I \_ --___ - I I 8L_CX RE'D LAIPER -------I � . � - -,- " � ' I , JL� I I fl- - `;o­,--, - _­ _. �_ PROF. 4'-45' :5-END P " I ,/ 12' UNLFSS OTHER'NISE SHOWN , , I [ � STOPPE ') "N f - - -_ , 11 ___ _­_ A - __ I I 1_� 1 1 A CC,NCRE7� a- j ( �, ___ � - ,--- - � I L". __ 'I'll � PLUG � 0 / I : - I SEWER V_'%HCt I � I :L��� "I _ ______ I 1. !61�6_ _ :1 i . I ___\'� �l - I \ �iI i - , ��:7__ 7 ����_ W i - __15' 1 I I -6 45' _�_, -, z ­ 11 I 1, '. I I ,I ____ . . I 1- I I - I 11 I I . _j - �i FLCl,v I I � rn I - -I - I-, I � CLE.'NCUT- --- - UNCISTURBED GROUND; IF FILL IS REQUIRED A ) I —>. t , Is* - , . 1 -4 `0i I � 4!-O* v) MIIN. Ll"i 11 I ,I � - I STACK � I �. I 1, CG,14CRETE EMBEDMENT WILL BE NE=z'�-'�RY. 4* S -'N SEWER I PLIJG f___ _. - ___R�____ LIJ. --2CCO PSI I I I , �_i_l __J_ L � v� . ­ ______I , NON RE1,11FCIRCED CCN17:� ' E7E I � I I � � , - � I � 11 le , 1 J___A' - __ _� OR WYE (4" BR AINCH) SERVICE LINE .1 PCI-RED C�:VFLE_rELY ;�CRGSS 7i�,�'4ci�, : __ ____ ___A - i - _ ----- �__/ I . 11 . _'i �PROPGS-t!) TEE CA=R�E�R PIPE- -� " - If, I .. I � I I � I I x . a EXTE'.CED 2' EACH WAY I�14TC I - T* --- -.---- PLAITIC CC�NCul ' � I � uJI �. UNDISTURBED SOIL� IFCREIGN i � I-- I ,� - I � 11 -IF NOT ON UNOtSTURBED E"ARTH, CONCRETE CUSHION 1 3-1 - ) I I I P I P E LIN " I 5 J0114TS I PIPEL;NE __1 - :�THRCAT` BUSH;NG \ I u __6 // WIRING IN PV.C. CCNCUiT .� WER UNE, w ____�, J____�, I I � I I -1 " u� 1. _­ - _ ----I— f I .� � '-PF,O�,cs, 2 �,_,I_il�Ry SE'hER NI-11IN �­ — - _____ ____ � I TYPE 3 � " I - V_ - _­__ I I . I-'--"- I , I ___� . QE`��A _� - - I I -1 , , wITH_Q_R_Wl_Q$1 _ l�K-5-&B-A%TE7- `_�:��-�--�,:--� �� — - --- .NOTES .:_ , ____; '/ 4 5 - S'E' D I I" __� �_-- ", M 1 r,l � ';��'_ l` 1. - � � \ , R__LlNl_E_ '7 �- 71- 1�,T M17ER!I-IL I - USE '12" PVC, SCH. 40, P!Pr CN ALL TEST LEACS FOR TEST I 1. ,_ -� " - ­ :Ali E:-;: C�� �_—__,-��__:L_� - -_ _ . � - 1, � � , - . I , - ALL TYPE � I � ' I � _____ . - C_- ON I'll , I - �� ?_ � . - 1 I --- ,- , -1 . � . '. NOTE; MINIMUM SIZE CLFA,NC(JT TO BE 6', 1 STATiCNS, AS SHOWN FOR TYPE 1. I I III W , . _. . - I � - I ­ . 2 INSI'LL WARNING TAPE 12��'.,E ALL TEST LEAOS ON ALL TYPE I TRA:-SvERS SE I I . - . T ,IS, AS It— FCR _ I , - _ '. � NOTES: TEST S ATION S C'N N TYPE I 4.1� � 1"... I _'. _... I �� � � I �� " j C�14S TO BE LCC.�TED AS SH�CwN ON PL-AINS CR AS OT H E RWIS E I � � I . � I - - - 3 TE�T ST,�Ti ' I . 11 I � I . ---,----- `___�, - . __r . DESiGNIAT= L � ;­ - �__ � I SEE PLAN 5 PRCFLE Ef-,­15 FCR PRCPCSED LCC_'�;C,43 � ED BY ENGINEER ,- C=­ - . - - - a E - I I ( 21_CC PaL CC' . :_ 2 Of TCH SL,�,'CXS NCP�-I-t LY REQ'�!R�D FCR ALL P!P�3 ON ;O-,'� GRAI_�� 4 CCNCULET SHALL i" APPLETON (E-ICOM) OR APPROVED ECU-2L. OR GREATER- lNS7_'LL ONE DITCH. BLCCX FOR --,!,:'.i TWO FEET I OPCP !N ELE�%T`CN I - I 1, � DETAIL - 3 - 0 DETAIL- 3-E DETAIL - 3 - F I DE 11-A I L: 4-C ,�1111_1 I DE TAIL: 4 - F E E_ -, I ` - Sc.WE R LINE I SEI'I'_-�Z� L�,Nv_ � S E'W-;:',R L I N E I SERVICE LINE CO'­NEL�TiON DE7xL CLEAN -OUT STACK DETAIL ­ � N I - - DITCH BLOCK DETAIL (SERA RATE PAY ITE:_M ) TEST STATION DETAILS "I � I �� � CLEA,N - OU T DET At L . . ! I No. (FCR R.C.C.P 5 DJAR) Aa . __�E_�iLs,�_rt____��Ll_ , ----,--- . I I ,­� �l �' *:- - i , Ili, I I - -I- " - _­ - CCLI -ED ST,jOS CR CRI.IAP _--,-,- I - ---------- -------- 7_=___/" TOP IZ - "I - . _% --- I - �_ E - e ----- � ­' .7 r',S � T I I . , "_E::NE*%G ju.VFE7 . _ � � I - I ,,,,, I_— ­­­ -7 S4�r _�E L' - �, IT -_C��ED N I T --'!,'IT STR I 1- ----- 12'4. - I � --- ­ - � ,,�,g _-, � -_ I _ I 1 j­7' X N T -- - I I i- � � I 1�� ',�l S NST'LLED Op � F .=S - - , � I P, -%T, I- "Inz, - I � -,� "I', I 11 I __ ___ ... , . ,� ------ �-__" ll�r=i� _�_:5 1 11 I - I - I - I —, I ­­­ I—- ".,� . � ­­­­ ­­ - . - / t e - c___________________0 -- eA, - �_- - T - �M __ . _ -1 " �___, - - .; , _� 0 ___ " I � ­1zl- I � 7L z�ll z_ , I 11 � � 4' F,_C, Y N�I,lu� OR " . , I �� ___ 1.1� 11 i 1��,, --e STOPRE-� - ______ � ­ -- � - " - � I il, . , I � . :� � : .. . .. .- � �r_tNT M �CL:3 i I I,,. I An ��-llv,�, ,_N P,-,:",s - '�_,.- : I ,-<�� _ 21 � ; , � I : *--:,,-, 0 f4-,Lz- I � , � f � __ ____ ­ - - , A- I----- — I 11 I I " FE S­%CED r �_,l I � I PiF 'N R�_"_':_= , - + 1�_L�l I i I - I NO, 4 GA. (-,','G) &�,,- , - �- ­­ I --- _T__ __ " I 7, I I - � � lvl�: �1� �X=l -� --I'--- - 4 71 � - 1 _4� ,A! I I=! C ATT'(­��l _77 --7-' 1 ---A � , � - i CC;��FR C_ � m - _ ,��, - - ___� � � , ,,, 1, \ I \� �/l I I ,---- , . � - t�_­_ - . __ - , �_­=_ — � - - - - 1 'P, '- LE'�GTH VARIES 'I � MCFTAR CCA-11"'IG I CC-4,* �C_, C RS CR CR:,'.!P S­li,_� I I � , , , _ 4 � pt - . __ � " G�_`No , , ._ - - � 4 �� _11 - D IN -j- LUGS INST_'LLED A PLANT - � - , , ­D� . 11 i � I CITY OF COLLEGE STATION -' � ::�f\ A I j � E, LC CX E � �T,-) I � I PL A I _., i I Flil G�ASKET I ,� I 1-1 . , E ,\,:O, Rill.,G - I - ­ ­ 4)7�>,, CITY OF COLLEGE STATION �U L�_ I . -I 'r- 4v ---"" - . t�,,4 k. I I I , �� " � 'A V: WATER DEPARTMENT - -_ 0 E 7-'! L "A" CCPPER CA SLE TYPICAL �'C;.%- ) I I I �r 1. - �7 (SEE _E­T�:L'W) 11 - �� Q_�`�__f�) f� '/ 11 --...,-.,, �_____,�_.',--_.___.__ I �, 4 ' �J�' WATER DEPARTNIENTL �. , I . ,, 'e� ". -7-- � 3ZIm-, �, (--- � I -�,', i) . _.�' �, ,It - NOT ' 1, I - __ -,-- - __ __ --- - - r I , I I _�U_� ­­1 I L_____l I L ) - ORS SECURELY TO � Il- ECLT CCz'FE,R CABLE CC,%'.E, T � - " , ­1 - : ,L� --- � T COLLARED ST'JD3 AS SHC'NN, TUCK EXC_E_73 Wl;F�S I ­ � I �__ I S , � , �l -.--. � __-1 __.______l - ---------- �_ -1 SHEE T I - � 1, I I No CR , INTO JCiN7 GR'_GVE A, APPLY CE,'.!-=,',T VC ��,:� .1 - � I " I . � I , , I � 1. I � 1, �_ 2000t PSA. CC*�CRETE ­­1 -, I TO EXTEF,CR CF XINT, COVERING ALL EXPOSED - ".. sc-� No ScAL_� �,I�� � I A-F! _ STEEL- . � �o I — I I'll, I �_ I ��__ ..� F, __ __ . .­­­ ____ K�__� I--- ", __ �-,riw ___ -----., � � � �,,�. I D E T4,1 L: e- - P* :�,z%_.�-'­­ �_ - - - I A .. .1 T _Z_� -, , - I ,l I _DEJ -!I..,.._. -­G SEWER LINE DE iAILS S,1/3 I I . .. __ E0,l'JL,E7D JO::�T DETAIL - (FOR R.C,C,P. ) I MISCELLANEOUS DETAILS & 3/4 -1, I SEENEE= LiNE _� . . - ��_ 11 � I - - I — — - ___ F�� , ; 1-1 � I-— _______ - - - J� � 1�, �_ - I - - I . , , _, '.1 ______ 8� ,z, �< = � =­c PER SC­T iT�A 2-35, ­ - ­­ . ,, --' - - -_ , - , * - S1:1N c 1 I "I'll" I I ( GRA�D'E 1, �-T:,�:E A, CR�,S.--�ED ST-NE - I - . I I �f TYFE "D' H-YACC FER I - � EKIST11',9 PVNIT.� ­ - , I If - , �� 4 - � — - �_j �M�m____111­1 _,�_17� _ - __ __ I /i I ' SCHPT fiE'A 340 4% to' CRECSOTED PCST , ---- " I � MI N - I- , _ ____ � ,_ ______ _ �� �, � " I ,,'. I - TING GR,�',EL-, - _­� - -- r - - , , I I � I _,_,�� I '/2'--jl IT 1 112 EXISI 7 ­­.- w IL", J_=­ - - _ 440L_ . , �� : ,ra ­_l­­­_l.__l­_­ .... � - ______.___..___ I- ­ 1. -­ . �.-.,.,. � _,;�+l ­.­l­;.;. 'I;, , -_ �- � - -_ - NG- ­ I f / \ \ -1, � - _ � I 11 _�'_� -,: .­ I- - - - 11- --,--,.---- - -, i r PIP=- I ­.11- I I - .,"�, z . ____�= I _�, 1. ��_ - SE'NER SIGN - ___ If STAINC-4 M,:�NHCLE RI% 11 N ��­� -E-1 i__ �lr �_ � - , � I �91_' ___L.�_77_ �l ASE Z _; ­ (y,E r,�,�� I --- -_ 6'x 31 S'� P . � ] --- - � � E�' FLEE X'I 3 L E = - �7 p EJR � -,�:� ____�_ a ccVER I , I __.­­_­__ ___­_1 ; c - ,�,­ ;,I.c,-c�R - I f I I I � � '. . 'qc_ , , � I -1--_ -11, - - I � ­ _1,11,___.__ ­­­ --- I-=,-,----- _ 2 I - - 1 l's, ____ IJ I I ,- CURVED �,.� FIT -�l --t-GR_-.NULAR MATEFIAL (S,%',:' SDHPT 2`:3, GF-^-'- 1, I " P,= " � - � " I - (SEE CETAIL�12 I I I-E-C OETAIL: 4-A) 2 ,. _' I - ! 1:-,­ 1 1 -1 , I ,� 1 , 1 ; .-- o-a i,p�_ - - -_ CC M P A, c -1 E ID TYPE A, CP',;S".ED STONE - -- ­ - I -_ , L-�\ I �, t i �, I _­ � ; ... �' I ABOVE =MmEED, �/ SOL,_, _�: S�R;��_11_3 I�ls I I M_­'HC'_r SIGN j � - - I , ii I P:;: = S - T - _v- i I I - I -, - :�­ --. R- 11 E - -3 F_ _��I3 . I 'ENSiTY BY AS7M - - STA �4 C AR C ?A,�NHOLE R!NIG, a COVER-, I � ­-_ 7::�IISE �RE-CAS� CCNCRE'E: - 1; 1 '/2'01-A. R_-,:�'-,� � -, - -- -- . ,_ � /-, �, _ F) , �L;I.- �� ___L , - 1� I " ­'Z-, 1� I �', _', , I 0 r) - ­_ - -.-- " - � TO 95�'� 7) ­ PIPE - CEDT As S�4c_ll*il ON DL,nl%ls I (SEE DETAIL 4 ; I I \ I � - r , oj 11 ----,. I --- _2�_ - - -, I D2 C I I --,- ,�� =,_1 Ex , , = , ��_ � �,_E R:%GS a ?vcR;_ I - - I (:�- = = � _,45 '- IS P ANU IL - R I','. A T E iR � _t L � S �, % _­ OD , -Co PSI C-�,,C�7; 0: � . �-:. "I S -- --j.- ---- - I - �­_R 2 � - . - __T_ , - , 1�_ I N07E 4) � I "'I " ,. , ,, - I I I - I - 1. - - - - I . I 7 I - - I- I.. ." , �l I " , � 114 1 e ,�� , - . ­ �SEE Gr_�_ \ ,I I 6, mi,N. � ;� 't I, - 'CTED P;:-E , - �' - 11 - _ , I P�=_ I 1 2I �l �l j I=- - 71 -1 . _�, , � 24' ­ RE-J;RED TO RAISE TO --- � . � �l A 1;V 14= 1. CC�111=_ I W = I � � � - ;� -- �; - - � I I q � I 7 1�2' 1 1 1 , � I I -) j �,, f1l, Ty BY AST.%'. OD..2 � � � . IT j -1 I - 1,� � I-, . � � - ­­," I I I I � ! 1: I - f TO 55*,�, DENSI I - I I (Ij I G R _o E_ -If ___ i__ � _ � tl�_� - - SHR� '---' T ---"\ I I i I � I - NON 'NK �� -1, , I �� I i I ��: I I . - - I - - � � , "I = -, __ - _ z -YZ' ASS AS D2045 _-�P �c.%�n- I _. - ­ ___ I I - — I El' -IT CLA_ _�. (F!\,=- S, - - L -1 -_ -_ ­­l_l___­l__­­_______ . . ) I I . i I I I - I � I _�: , � I Pu==��c� OR AFPRCVED \ = I - ,� 1 �i " " 1" .. ' I'll 11'' I I I I lIx - V - E p� E � -, E 0 1- -\ , , ­_ IF �- I Ni: N � I 't;j,4jj` 4�­+ I", , I � 1 I 2'x 65 3, - 1-1-CED --7z----, . I - , q I'll, -111, I 1J. DF:LL 2- 518" 0;Z, �1_ � 1, j_,,- �6_ �__70� I ­ ,-- � - 'S' I - � I ,,1111_ I I -1 — 7 ; I ­1� �,ff "I '' I'll i ; . . I I I � 1�11 ED -NT CI_- ­�-S EQ LI � F ' : S,� G RO',� N D I I �2, ��; 1 4,4 � � I TO EA�H E%D - E Y E:7 N' i �_ - " - I , -I �, ", ,I- :., _', �4 � __ - , - I 11 , I ,�� r� �_ _'l I - � �. I H 0 L E S E ' H. E` D I REQUIRED � . 11 IDIA. -I,-- - ---,f----- . . �� - 1 3'", ­ I u, [ , 0 I i - y : �_ - � I I ­1 1, -­ q , '�S ­ �� ��4 � I -,-- - -0. � \. � � - , � " t WCRTARED R!'-.- F'� � I _—, . 1 4 1 � , I..-- ::� 5 -5 TO �iI - i t , , ,:,:) JU STN� E N � -11--" 1 1� > : -1 ,.__ -ct 0 i . I I ­1 � - - I, ' 11 � . L I � A GR-*�_ . ,m,q REC,_,!=�D \ - , : FCP 5 3 6, CIA m H_ — I y___ - . -,D 11 � !, �,� I , ­ I I , R I � !!!!!" i, , TOP VIEW - 1* 111 � I I : �, , I ! P F, `1H , 14h , " , ,��,� . ,.! , - , 01 , ", I : i 'j�i, I I - r , , " 1 -1 �_� - 6 v , 11 , i ff ii 0 : J . -T IL:2-c: ,"L*2-F - - ---��5EE -DETAIL 4-C) , � T � , i � I 1" I x I i i I — � — , I \ � I � � I - i I I � I , I i I i— ­ . —_ . - I 0 - - ��� �'l , " , , , i - ': , : I - .- D:::' , , � I I , , I , DI:: � � 1 I L­ (24" ',I.�X� 'r,��­ I , � I * DETAIL! 2-C - ! r ,. - - I , 1 ,w� - , ---- -- e I � I - _­ � — = 0 1 1 . .T­___ - I � 0 � I -�, I _ I— 'I- '_­­ I ­-, - I I I � I I , I 1�'E ANCHCR DEET-AlL / I . ".. I , I . R , - ` P' EP" lR P � �l � IT I I I I � . G R AVE L 1) F 1 V E' P,�VEYENT REF-"'R AS�' HIALT DRIVE P,�VEI',�ENT RE, - — I I � I I I ­, �� PIPE CLM�'P DETAIL I I � z ll� � I I I � I I I � � � - -1. - if Ij 11 S.;D 1. ) 1�1*."CLE. '_'__,7�E 1 I �i.) I 0) . I I I I , __ ", . 'y I I . �� I � I I I I , (N.A.S.Rl�) I - -_ - I . I 4 11 I I I I , I I , � Lj __-;- I - - I �_-3000 PSI CCNCRETE -r- . 5'- O" 5 6'- O" .- I ,L! -8 _� I , � i I fn� 1__­_­__-________ I I— - ­ '­ - - I ___L I L � : I` I � 41 - I � I ` i 11 � I I . I : .I.--- PIPE7 EVE=%"�l I I I --,,,-_-, ­�--_D TYPICAL TRE',�!' __ -----,- - - ___ I OUCLITHIC PCUR j !� I , !. ". � I I �, - - �___ - I I I. ­ I __ I � - � I I , , I - - - �� -_ --- ,. -, - � r . " . _ t�p_- ,. �,� I - - ­7'� ­ n %�� ,:,��'-'E� �-Yp,l *1 . - �'l 11 ,, -I __ I lil.. , _��.l N 3,', " E N, _'_ � . - . _. _ � ,---- 1--1 --'- - - - -1 I f ­ NOTE 3) ) I . I I " 11 . � I 1 , I I ; I � . - � I I "--, � I '' - - � - � � � . , ,l * I, I � I I . I � r / - . �L; � _'] I - - __L_ I '78t (!l­l.`j_ Y " - - - - SE-L-ECT V;,7_-1R:AL_- , --- -, - , - 'J� (SEE GE�v --I-- �_ ­ ________­ I _� __ I I � -MECHAN;C . �a I �_ �L(___ 1 - . I , - - / I I , � 'Ll � f— I I � - - - ��_. , -I=- 7 � T " ,' � 1 'S� ,IO I c� 2) A Ly CONIP C7ED AT 15" LIFTS - 2% lyp) I T`YP�C_l �_ .- I __ 77- -c.=. NO TEE 2 " 71C 7; �,(SEE NO. E 2) � B-'CKFILL. � I 11 I I I:..------ - - � -- I I . I �11 I , I � - -71-(s---E NOTE 2', -1 I -_ = 14 --- - .��' / ASST?A 01557I � �111 I � I I , - � I , I r � , I— " --- , I- . ; TO 85% STANDARD PPC�TCR (A ! _§�l 1 4-0, 1 - 11 1. I T__ - -1 T---:z, - __,j, ll� I �1, . - , --�- -2,(T,Yp) 1 cm_�=__ - �� I P(RE, CAST MANHOLE ----- I AT WIN!M'�'%l 2% CVER � 1 - -- -_ - _��__' , a P T � 1,1 U,*,j I -1 I 11 I . I , , - . "' . - I � I - , ) i I , .1 �1, I I I T ", . -r- - ­. -----. B ,------- -, � ,-, 1 _4� - �i , .- � I - , I 'I., - � !, I . ­ I �_ - ,--/ � 1. ­ , : � - - - I PER ASTNi C 478 MOISTURE w I- . � �, 1. lop 1, n _--ji- � I 1: - F_ I I �__� 12 " NiiN - I J� 5-O' ' - �; I � I . � 11 a 6 0 � . I ,- - __J_ —_ I -C � � . � 2" 'Att',L 1 - -0 _ . I , � - - . -_ - ___ _ _ " -_ -_ I dl 12" M.'N� ' NSOLIO,�_ � . I (UNLESS SPECIFIED CTHEF'A',SE ON PLANS) i _!��, - I I , - _.� ; -, , I I (M A N Ul A L LY Cr - � r-I '�, , - 14 MIN. . I - I I", I �� , , : _____ � �- ". . -1, - ,--\ - I I - - * - I I - ". ". , � I I - —�=.- -,- I , . �� � F .� j I I I , �, , I . - .� 11 : �xl , - - , ­ AT CP_ri'v!U'A NICISTI`;E,� I - I ------ - - J!_ !�-_. �71'.2_'_: -:1- - - ! I 1 48" 1 DIA, - F 1, I - _1 � ��. _._ I _�____ - - c 1 12' MIN ��7,_, , � A) OR , B) t ' ' - ­ . - ____ _. _.,e_ I ) ' i , . 1. I . - - I ­ I � � - I- I- � ­ __', E., 4 r - - ­ - —/, NIA - - �l 11 I I - - I . � --- � - - -- I o.­ I i�,\ - I I i I I I - =�-, -­,,__!_�� , �;�, . . � 1. I � � _L_ ------- PIPE ______ , #4 AT to" CC- -- - _" ' * 6" "' I :,EMSE, �' NTHOLE RISPR P!FE, INSTALL PLUMB __­ -�-- � . /-, - /` J' ,\ -4 - ) � I . __ �,\\ ' 6 LEV�L, SET �E-_,RE PCURING BASE I � ,� - �, - " - ____ I - - --- -I- V�� LIGHTLY CC%�=,�,CTED .� - 11 �.�� .,--- - �_ 'r '.� A N -i-- ',�PIPE ZONE ' 1� 4 �; � I " , - I . 1. 1 31COO # CC%c-RE7F - _ - '; DETAIL: I - C "I �_ ,fe, - I I --t ____%��) � 02 � t, � (HE,'GHT DET�R'M;NED BY OIA,',�ETER OF . , 1. I '' __ � - I - r ),:,% -� - .. . ,- - 'I '\CAAST IN I I/ / f',,': WER PIPE - B `TCH OUT SIZE) I ,- ' I � `!) '' --- PIPE �------- - I (­-E mY I IFTS - (SPACE By LIFT S I ,�..l - : - . dc/2 1 NPLACE W/ . 11 1�1 , ".� ! -H. SOLT I I , - - _-; , 1__�'� -- , .. )I ,,� — -/'. I Apl'H WI/ PlEll._!F�`__l - � �,�T�. , - S E' NO - " - __ � 1/2'x2 3,'47 :)�A, ',4-'r- , .11-1 � , Bc/2 � I I . ,�, .I : .. + I -7;: - � I �IN "j . ; � �,- , , � � � � "', - -, _./1;1� - - I ILL ALL �,//, 1. , INTO PLACE TO I . _.. I icclicRE I , TRANSITION DETAIL FOR 5' & , � A 'j- �t �_�: f6 ,� L . __', I ", I � 1/1 , .. :. - ',I - " 11 - .I- V , , I . , I .. I � , T T OM -A I I - 6' DIA� 1, - I �l -I* - 111cic) ARO�%O PIPE . 11 . I .. ,:, -T­ FILL ALL VOIDS .. . . , , % - . ,.,i . ,,, _. : , ,:, : 7", _,­_ " � , I . . 12" � - 11 ll * - I , ,,�, � - .-f-,', ,_ __1 - ) ­ I '� 12" N�"` � . / , - I � SE� ­�-� - - 1. - - � .I. , ` ^ " - - I --- -_ - � " I I : PRE-F�'S __.-�_. � I _ � - / E 'S Ly CCNSCL!CAT;� - -1 M NUZ,LLY CONSO AROUND P!PE. ) I . - r .1 "I � CAST - IN - PLACC� MANHOLE . I (YA,NUALI 7 LI <_LL� � ­1 I I -, AT Ef. 7 R I 11 I - ll I � - I I , , . - T �� *1 D� Bc- /I '__ EXIT Q-F ALI - J N, Ni P C U i,z ED ) , � V, - -. -------- D" " G I � � ;S �­:' �) - 'Ni7ri �-,EX NUT (4 RE, 11 - �� -- 7 S ", PIPE -"-" 6 � Pqc)v:IIE f . --7- 1 1 - i AT OPT­',%V miclisT UREA ! � .. .,., - :_. 1 , I - ­ 1, --- _��,. 'T`7�� F - I DA7EA ,,�-- a c _1 ,- � - � � - NOTCH CUT --- �____________ ______ 1 1 � .. I � Bc/S GP 4"MiN. (TYRI �H' . I 'FCR PlzE � � -ET B��TT'_'M OF M-'%H,_�! E RISER � - I I ,�t_ ST METAL L.M. I 1 WITH ;w'- �CC I N, �' �4CIJ�E _ I k 1� 11 - , I I __T , - I I u__ ,�:;,_E�l� � - � II f i I I F ()7 I L�i� I I _j . I E��_ll Ll I - -.ES I -1 l'Ili I IL/ I I / I I NOTE ­7:::�B _�_,_, (SPAOE =_Y LIFI 3 ,NTO , � q C,- I , I \ M-AN ULES I I— , __ I I __ I I I � � - zc.R - - ­ . ____ 'C'OR�,A,%,�E I \ \ �:,'6 OR -1" MIN 1 , PLACE: TO FILL ALL \ __lL__ - " � 14. . I — � ­��L� ��I7 ­V,� , � __� � � , I - � - - I __ El . I . I - -) - /,. GENERAL NOTES: � i- - � - - 1 ,�_1`5 1 1, _,.,� � O I- S � - . : . I - - - - I � --- T �� CE� TER CF F:FE 11 I I --' ---,_ -, -- : ,:, , 1\ / - , -1 - P'.P I . 8" MIN. /'2' PZAX� I I � � I I VOIDS AR011iND PIPE - � � I I . ,V�-��, �- _;�-�',T -�_-­.,-:��C�,-CI,, I I I . . . ", I �_ ­ �_ - - 3 _�l . , � ­ ­ I � 8'�IXN /i2',M_ _Ll/ 8* ,MIN./I2'MAX_ -- IS , m!,N� / I " MAX -,/ 8,?Alt,L MANUALLY CCNSCLIOI��_,E) I � _).l. I . ALL T-YPE MANHOLES, PLACE CONCRETE PIF- L �LC-Z S FOR PA;NT:NG X. 2 ::f_� - I - � I . I (SEE GEN. NOTE 5 VER I � � T', I � 1, � . ­1 , � . . I I . FOR _�IRM SCIL OR 0 � . � � I �__ — ____ S-�­ ,-,:, � � � P� P E, - � � ; I � - 11 �. _R I '--EE: GEN NOTE� 5) � I � .1. I , I '. : I - � ) FOOTING OR BASE ON I ! .- � " I I � ­ . I k -., ,, I . ------- �1_ :_______. : . — I . 1� � EXCAVATE -TO FIRM SOR AND BACKFILL --.—' ­m " -----------­--­j'_______ I 11 ­ I - - I - I F -i E � i WITH STANDARD GRADATION CRUSHED STCNE 71L j � �� � , Iz. I � , =, �,, ,, ,, I— - I I \I- , - ' � � A �- I _5 - _L_ A -1 EMBE7,7 ENT, r--.L - � -SEE SPECIAL NOTE 3 /, -1 - � i I - i - ; - 1) I E 2- pinC ��*A.R_ 10 2� ;N3 . CLASS A MODIFIED CLASS A ,.'.', � � I � � I '_ - CLASS C CLASS 6 ' - - 7 � CRcSS:'%5S (-� � _7 �_cl-,;7,��), So AS TO � - (CONC E, .4RCH) � __ _oCO PSI COI'�CRETE (SEE GEN. NOTE7 1) FOR INITIAL PCURING OF MANHOLES, ALLOW FOG-!! 1- - . - __ _ '- ­ ON CAST . - � - .� %, - ! . NT "i - ;:�!" ' C 'z �) _DMENT I IN PLAZE -11 - 1. - - . 4'-3 1 S-11" I I PRE', , �2 N - � P J P�zSONS k -­� r- . EMBEQ1MENT I 2-TH.K.2000 PSI CAP CONCRETE WHEN F!FST WALL 5EC-- ION 2- - __ - -­- � ­_ - " Z _______ �� __ LING �NTC E'%l 3 E D IMI E N T � EIN! BE:- I ', 5 'E E SPECIAL NOTE 2) � � OR SASE ..'No FIRST SECTION OF WALL TO �� -`� "','- '2- �­',� � � -'-'- 2 �, -, �_'� 4'- -_' t 3'-'C I Fr?37.! W4'�.<'�G P�7�� 5 ­'-D FZ�l (N-A.S-Pl.) (N�A,S P I ) IS NOT CGNSTRUCTED WITH FGOTiNG. I .�� I /­81 2 �=v��=�-- -R ;:-i ��,_--�6;'­;R�l I'l A c DI I (NASPI.) SPECIAL N QTE S - CURE A MAIMUM OF24 HOURS BEFCRE. SETTING '� �-` � 5 - .1 . - . f — I - --- . -, �NA,irlj f, - - - . - I , ,, ­7 �',,4' - - �c _'; `�',, 4: -- -3 � i��'; 3'-- a 7/S'I 2 ' � I I �l �.Z�'______ , - � , _ � . ........... _ _ __ � - , , I !'--- I�' 2' � : ­� -11 L ; I,!�, I I ­­­­ ­­ .11I.-Ill- � -, ,.T" 3` 5 �i 4'I -CIF!CA I TiONS I r-", , , - - 1 - - 3t I. -,- . I 1141_1_� I-— - I , - �, ; �'g, 4;-;, ;,= -2 - CITY SPE I UT_ l­l­___.__l � lz I 2 .l____­_l­_­­ ... _­._,_­_­. ­-1.1 ­1�­_._..__l..._.­ ... WS. 304,0 MATEPI,�LS FCRENIBE�_N .... T - _-_K_E_ - Y__ J­,,, - � __ '. , � - , - - - ,� - .4 �_i!t,­_,,; 2;, �,--���--�-.-��--��--�------=--- - �_=­__.______._ - - ---I (5--7 NO-,E2) ..I--,-- . � -_ ___ . I =;-= ( S E;: N OT E 2) �- , �:=_ , " , __ _._ - ,, � � , 1 -1-2 _. � �l � /___11 I , ,- -, 4 1_7 I/A,l A SELECT MA,-ERIAL ___I3 d Ill!) ___ Bd __ I ­\ - - � � - ,l . - .4 2 1 2"' Z - 1. A I ,��- �� � �l " , - �� ., ; /. - - I - - I I M THE DITCH WHICH IS FREE CF " --- 2000 PSI CON'SRETE ____ �, _ I I I _� � ,-., - �c " -_-, � �. - �5 �,":'f 2'- 3 -�, -;3'I 2' MATE=;AL EXC,�VA7ED FRC 1: _­1 �____ - __ .,,�) I � _­l____l._l_­_ ­1 ......... ­11 . . ­... ___..... ROCKS, LL,Y=S, CLCOS, OR CE E,='S LARGER THAN I WO (2) , - � I —. - I INCHES N 71HE LARGES� DiMEN-IiCN. EMBEDMENT CLASS - __� POLYWRAP (FOR D I.P ONLY) �� _�� ..-� -*,.-. -1 6 " M I N - , - � � 1--ac/8 OR 4','AIN. 1-1 1. 8 GR,�,NULAR .MATERIAL AS REQUIRED , 1) . ,� , K , ,-,-. -- - -,- .- -- 11 C) , ; 1, , �, : OF DETR�NIENTAL QUANTIT - I I 71 , I 11 I 1� " . BCRATORY CRLISHED STONE #4 BARS SPACED SUCH -- - MATEF:_'L a,%O,,�HICH, WHEN TESTED BY STANCARD LA , - __ - �l 7- THAT PIPE WILL NOT - . -1 � ? ), I I I D ____�l I -f- � I .DETAIL: 2-9 MATERIAL SHALL BE BANK RUN RIVER S.',,*ID WHICH is ' FREE - I I . f PIPE r:UARD DETAIL LES OF CLAY, DEEP!S OR OR ��N 1 C -­,t,', " . 0,/�", -A-- TD� GR' . : --/-!: I, - -,-- , - ET OLLOWING REOI,';RE, ­-NTS, S AOA_�Otj . -�. 1 . . I METHCOS, YEE S THE FU (DEPTH, VA�I'ES I' I FLOAT OUT OF PLACE ,I _. . I IM i N 45 M ,,, - �1. . __l 4 MAXIMUM LIGUIO LIMIT I AS RECUERED BY "-� " ! WHEN CONCRETE IS PLACE ____ - I , 11, 1 :5 j 17 Bc ' � I 1, I � E N G'.,', E E R ) �1­ Bc I 1. - MAXIMUM Pl-l-STICITY INDEX � 15 / I _-__:��__ , I I I - � � -s-r�,�,p P�P--_' To P-��Rs, ;�R�1,7,-.E 12"N'LE % !/8' THICK HOC, MAXIMUM PERCENT p. . __17 1 -�­ -7�E' ��­,'D WITH 2-il>*,�3' rH,,7R 5CL7S WITH -­j,f,* ­ ASS;NG N,i 200 SIEVE 100 8" MiN./12 MAX. __�__ a . MIN. / 12 " MAX, - A PERCENT PASSING 3/4' SIEVE __ __ _�F PIPE � 5;ZE: I:ri It ac Im) I B_ I , TY;�E , -`eI ,,,I c y � .____ D� L P, Pvc. I § 1 9 '_�___­?__L_ --- __L —45'3 I 9 I � --I _�_Z__L,��_,?_ --,f..,- I 11 I 1 34 1 160 , 12 1 132 - 16 __ 1 174---40--T I 1 195 I 36 42 I iS 0 --- ii-T- 1 242 D_ L R ;�4 1 ... �5_8 __I 30 1 320-A 36 I ,3�3 3 __ 48 - 54 1 60 __ I 3C8__ 37,6--, 44 9 I I . V, C.T. � ­___5___ 7,4 e 95i_!L___L_lPl_ f �z I I 3. _L_ . _____��L__ __! t L_ I 39 1 205 __jP___4_I 15 -A Iz I 150 ____T_T�_ i6 I —4 ---T--i�c-T-_,;'i__ 1 42 1 2a5 - —127 0-- __ ___ I 31-4 1-2:46-1-4-9 --21- 24 I no j_ 1 �2 1 3t2 . ...... R.C. P I 'o - I ___�_�___L_��_­_ Li�si .__­27 � 1 370 .§O__j 6. 44 � 497 I- ALLL JQ:NTS AT MANHCi E SE--T!C-NS 5 OTHER OPEN OR COLD JCINTS, CR LIFTING HC�E'3, SHALL Ec- THOR66GHLY FILLED WITH T Syrxo� �LEX OR, OTHER APPROVED MASi"IC WATERPROOFING I MAT:7RIAL. (N.A�S.Pij 2�CCNEPCTE FOR MANHOLE 9-15F SHALL CURE FOR MINIMUM OF 24 HOURS WIGR TO PLACING ADDITIONAL SECTIONS. 3,PICUR EASE ON FIRM 6NDISTUREED 1301L. IF SCIL 13 WET, MUDDY . OR SOFT, THEN UNGERCUT UNSTABLE WIATERiAl_ & BACKFILL WITH I COMPACTED CRUSHED STGNE OR GRAVEL. (N�SPI) DETAIL: I -E3 STANDARD CAST- IN - PLACE MANHOLE I ADDITIONAL WALL FORMS AND PLACING CONCRETE IN FORMS� 3- PRECAST MANHCLE SECTIONS SHALL CGNFCRM TO ASTM C478. 4QINTS SHALL BE "O"-R�N'G GASKE77D. IN LICU 'OF THICKNESS AS SPEZIFIED - IN C�7'8, SECTION 7, DESIGN - THE MINIMUM THICK*-E:SS FOR MANHOLE RISERS SHALL BE AS L'�37ED UNDER 'NALL 'B' IN THE "CLASS 4 SEE SPECIFICATION S�204 DETECTOR TAPE FOR INSTALLATION W BACKGROUND ,�BLACK LETTERING TABLES' OF ASTM C76, REINFORCED CONCRETE AT MANHOLES. . A I I --- 0 , ' I , 7 I � PIPE- . ' 4- MANHOLE COVERS WILL 13� MARKED "S4,%IT_RY SEWER' PICK B.:,F'S/GR LUGS SHALL ALSO BE CA.->, DETAIL: I - � NIS' IN MANHOLE COVERS, NO OPEN HOLES ALLOA_-_O IN . - . .-.__j - COVER. Tl-iE CAST IRON RING AND COVER SHALL BE I PRECAST MANHOLE = , I . FURNISHED 8 INSTALLED By COt`fTRACT0R.. , SEWER 2 5. MANHOLE BASE OR FOOTING THICKNESS AS (ASTM C478) CONTACT FOLLOWS z . CITY OF COLLEGE STATION MANHOLE DEPTH (FT ) � THICKNESS (IN.) � 8 11 1-1-1 - - I � BEFORE EXCAVATING. - I r1l w�'S T`0 AJNCHG;� STRAPS THE MATERIAL SHALL BE FREE F-LowING AND WHEN WET, SHALL TABLE I 0 10 'I �l RE TO FORM A BALL WHEN PRESSED IN THE HAND- - - — 12 I , CRUSHED STONE I — - � 'TION (RIGID PIPE) ,OR PEA GRAVEL FOR TRENCH STABILIZATION CONCPE7F ENCASEMENT "' CONCRE-7E ENCASEMENT 14" MED FOR . 11 I m, J. D CRUS�4,ED STONE, FINE GR,ADA I I M,J. WYE I � I A �_ S , 4"I "FL.Ex"EI-E PIPE ) .-- ________ - I 0 1 1.��­­ .____� . I LACED) ( PAID BY C.Y. PER TABLE I ) QUANTITIES — If _____ Z I I 11 i,STING OF DURAB ( PAiD BY C.Y. ACTUALLY P _�,_ fe' 'CINT DUCTILE IRCN PIPE, CLASS 52 WIS ML A - I I NS �. 'k DETA I L: I - E � _ % CRUSHE ( C_Y. PER 100 FEET) _�� 1 �,. ".", //- , I 1- ,.�� PCLYWRAP i � A ?10�FI�,, � ll�___­­­_,_­_­ I,r­ I AND ME7_TcNG THE FOLLOWING PEOUI-REMENTS, I I 1. I I I . � e-,1 " - - .1 - I . I--- � luv �__ c- :�Ilm: � I 100% I I I I I _� - .-I I I I VCT OR PVC PIPE SEWER WARNING SIGN I I I — , I I � I � w I I., it 14' . ____ I , �% ; I . ___�_ - 1�� Q, PASS NIS li 2 ' SIEVE 80-100% I I --- � OCT 3 1 1996 ", I - 1_�_ � rl . � ; � . L I __�-, � I �TA I , i _/ I I \-----, ____ - i . - r— ­ -1 11 _. ,�nzi��_l 1'71'�_ ", 7�� T . �l ` - � I. le, " , SPECIAL NOTE, iI- --,-T-- 'r- ___4 ,L-i , PASS�NG -3/ a^ SIEVE � �5- 60 % I I � , i�� , � I I ON PLANS a ON ALL MANHOLE SIGN - 41 I � I I � , 1 1 11 I i tz* i PASSj�4-, N.. 4 SIEVE LESS T]HAN 2% &I \-EIAN21�D ADA -TOR I FURNISH AS SHOWN I . . ! k,kr 0 pal OI__,�X?_�7 , -----,.---,I ,N_ to SIEVE I I I 1 �7 - � - 3cCl ; . PASS: No , I � - DUCTILE IRON 'PIPE I I - By io'-d' LONG, I , , � ! I�V, 'E ul I I . . r - I POSTS. POSTS TO BE 4 TOP OIAMETER ;� L_ — _:�:,e,f I i . , F. CRU S HE D Sl CNE , STANDARD GRA(DA-PON I CLASS 52. SAME I/ WA�S.P 1. ) i �ij � � 1 PARTICLES AND I CREOSOTED, SET 4'O" LEER. I I NOTES: ��, SIZE AS SEWER / ru BE CO RUCTED FROM C INSTRUCTI I -1 I , , , '�NSI S7% 20 GA� STEEL. BAKED I ,�� I 11 cr C R U S HED STC"F- _U L - r MAIN OR ONE ! � L I,- N S , INS TT NE -4 1 - I - , I ' - - . 'f�_ � I ; I ,,-' i ,'I ;-ffi�iiffllllll"""""""""` - � , :-1-#4 F.�,PS, IZ'C-C Ew,�ZH FZ-CE % TS � � NO POST FOR _ � ; ` � '<l �FCT jl�3 THE FOLLOAING RE:�UIREYE 0 -,F,R tF I ON ENAMEL FINISH FURNISH C, SIG, A I " - _'__ � *i - . D MAXItAUM TRE.'ICH WIDTH, SEE , - I I � : I 00% 1, FOR MINIMUM AN . w �,.,SIZE LAPI, I INSTALLED. FURNISH ONE REPLACEMENT I I ��, N CI 1\ i 7 I I PASSING 2' SIEVE CITY OF CCL7 EGE STATION STA.%O;,;zO SFI�C�F'C.%TICNS. __ - -T I _N � NOT ,�,Al,�AF,I_E I EACH MANHOLE o- t I � f I',-- ,*A-,L;,RAL G,R: I f ' -:)o - Ioc, 1% . - I :, SAII � SIGN FOR EACH TYPE SIGN INSTALLED. . ___� ___ , _R F - _,!�. — ------- __ - __ � .r I I I � i 1 2. N �RACTOR S OPTICN, IN LIEU OF SHEETING , -, - -, __ �9, z _�,:N -lz r SIZE � I � _1 � I- t'_ * S;E'VE, 3-9-70% . R 'CH --- ­­ � - r ­ _.____l­_­_ _______ - � ­_ ­ ­_ - ____­___ � AS MAIN ____�, (N,A S,R 1.) — —.-- - _,_______.__ I __­ , I . I _�� __L� . - I *�� PASSING -3/4 " SIEVE I ,,ANO SHORING 0 ,OTHER PROTECTIVE f`AEASURFS,TREN I _­­_ _�,__l______­_____ �i ;j ,,,-� UNMSTQR�EO EARTH I --.---".-��---,-�--------,-�--- � 11 - 7- # f. � , r��_ __ FASS;NG 11/2 1 1 � � " , � . I A � I I � 1 0-151/6 12' ( MIN-) - I----- -, I - __ , - - ­ ____ - - - . I ! f:. WA' LS MAY BE SLCPEO BACK �RCM A POINT - N ' I I ,_ , - -I , I PASSiNG 3e'S ' SIEVE 0-51/6 - IS TRE74CH WIDTH ), - 1. 11 - - I - -----I---. ______l - .- - 1- - _ _____l___,__________ 'L_ , — ---,------- _ '-- � - � � , I - 7_4-4.1'., � -,-Rs -,41E,R­Tr",�'_ 'N 1 � ; PASSING N.. 4 SIEVE I ABOVE TOP OF PIPF�(Eld � � I LESS THAN 2'% �� ,_ —,-- i � __ .1 ­1 ,­ I . ­ I - ­ I __ 4 6 I TO TRENCH STABILIZATION SHALL BE _­_ - _ Ir __ I - 11 ______ - ___ ­ - - --------- - ::I- 4, j I WHITE 8A:_­"'GRCIJN0­� , 6LACK LETTEPLNG --- I -, - I - - . _4 E��CX �,'­':`7 �EC' 'A�-j Y _�;"� - � �� PASSAG N.. to S�EVE 3. C -1 ; - '04 0 �F I I - I I tk BACKFILL IN 8" LIFTS " I � ,- " t �l i I . I I I 'STANCARD Gfi;,DATICN'. AS CEFINED IN CITY SP,-C.WS-- _.:---,- - _:_,_ i- � I �_1115:�I, � I, . I � I ' - � � I - - ­ NSi TY � I __ _1 _�F-------� -----T __ _______._ i I ; I , - I .. . 5 % ()I-, - 95 `I> � V!�Y, * . I I G_ CONCRETE . FILL OR BLQrK!NG ) OF ACTUAL QuA.14TJY - ____ -I ------ , ___­ -_ I r __jl__l/l`<_ � TO S' . � � 4 1 IT SHALL. BE PAID FOR PER CUB'C YARD , z: - - - -,- - : i . I I ,;=Zl- _m�_ , I.. -I'- - -, .- -, , I I . i 0 0 M TO AFTM C94. THE COMPRES E. STPENGTH OF I - __ I . �rl, , , , ___. � I , \ I DENSITY� IN TRAV_ELEQ I y - _,�- ­_ �If - SHALL BE MEASURED AND PAID FOR . � -I-7 - 'FLOW LINE AT 4' ,-'t -WAYS I � I I � _- �.__ -1 ­ - - - 1-1-1- 1. tl' __ -,- _­,_,_,_,____,____­_­_­ ------,-,------- �_ - - �:__ - . t __ � . * R E PR E 3 E,f TAr I v E, E 1; � , el � , i � ,9 , ;I - 1�" I -,'-O* M:N� � CON F'O R Sil" PLACED PER OWNER'S FtELD _______L___ ------------- ,��_�i_ - ' ROAC LEGE STATION I I I -, -, - I , j ; i THE CCNCRE7E SHALL BE AT LEAST 3,CCO PSI AND SHAL.L 1 4� CCNCRETE ENCASEMENT - SURE� M A HOL E I -11 -, CITY OF COL I --.--,-" I � � ; L_ I - I TKE LENG-TH- OF ENCASEMEN'. ALONG THE __ . TOP OF V, _1 N 111"' 1 2' BLACK PRES � __I--,-- - n I -::-- �-. , CON T':N A- fE,�,ZTl__FCUR (4) SACKS OF CEVENT PER CUBIC PER TABLE LEOR 7 . ,t,k, � .1- � , - -;I � 'CIT 0 - . PIPE I SENSITIVE NUMBER I � � F Y-1 , __ 1� I f ,. * __ . � , I - CENTER I INE OF THE VARIOUS ,YPES OF PIPE ,�,,, Y F COLLEGE STAT ION � . � LINE I I _-, N 0. I— <4 r �_ INSTALLED. , , ei ;_­ I YARD � ___;__:F�7_____l __� "' V DEPART IVIENT - i -� *_� _-3r=- � * � - -A�- I &__ mt_�,­l 111- _jR, - 'a I . _L.__�____,_ ,-- - I __ I—L L ZIA - WATER -.! 11 a- _,� �r4 I I I I AFTER BASIC '��__ I � I ]�_. I � � - __ - I �f r - URI ��` WATER DEPARTMENT * N GENERAL, DIEPTH, SHOULD I E . OUAL CR I I , 044 1 . � ____ - SIGN HAS BEEN I - I EXCEED H",GHT Af],OVE FtNISH GRADE PIERS I � I PAINTED. ,�__ 0 — __)_ 7 � 10' I Ir BE �'EEiCNEO BY A PEGi-TERED PRO- 'I NO E SHEETS __ w . ' ­� � Fl S'�CNAL ENC�NEEJR . APPURTEN, \4 a DETAIL: I-D � f, . �': j­_­,:, I I—. 8, f-B I . . - I - ,--- �'l " jLR I DE T 7i, ,� ". -E��F r-------, 1�� -;za —,,,-,�—LE � - ,Z) W I AIL2 I-F .v "' � r"ET'll ' ____ I �'­lzl*.� 1, A, L-',,, - A I -5-F-i-*--v­f4i.��_ ___--f� ------- " "CijhtCF�:�77E PIER Lj�*TAIL DETAIL;2-G I �tr� -0 DROP CO3NNECTION � � I If — I " EMBEDMENT, PIPE GUARD, a 10ANHOLE IDENTIFICATION SIGN., '1� 1� ," � MANHOLE DETAILS S,3/4 , I I . I I EMBEDMENT DETAILS I PIER CETAILS S� 3/2 1 - m - - . I w__j __ . � ___ .11 el � I I - ,:.- 4 ,I ,". 11 . ". - J � ':. l W NOTE CLAYS SILTS LOAMS 3 � c . -, NON_hO�0�EN0US SOILS u > o _ � . ,. a REQUIRE SHORING AND BRACING. a� o a CV L -. c — d' cn I`0 THE PRESENCE 0. GROUND U O O ,.. U o � N o CD- o �t D o �o 1. 92 � .D USED OSHA STANDARD ICI D A F� D 2 v C F R 1,.� �. 6.6 ,.Y 0 SHALL �-� L� 8 I;� �,a k � WATER REQUIRES SPECIAL � C9 D �. — �, Q. I'0 O N .� FOR THE DESIGN OF TRENI SPFETY RE�.�,UI TREATMENT. a� D —� .�m m .REP_,JIT . M _ C � > -� � SHOI)LD THERE BE ANY CONFLICT BET ., E_N T�,.�, � 1S c� D R 1 �: 6 0C�1._ . LR. DRAWING AND CF .92 5 , THE �Sf1.1 - • _o U) a, : a� N cv SHALL _PREVAIL. �. o C +- N D ' E a� E U — �1 O � s � � 3 WHEN CONDITIONS ARE SATURATED C� E . E &� _ _ — C a D O: � — N .� ,. 1 r r r5 v, , c♦ USE TLGHT SHEET � TI HT Sr ._ P� E O !1� m�� �,r t. TH� .. SE OF SPECI. LL ED .._D TIMBER _AI � .� �'t m a , LC HL AST THREE INCHES �ES THICK, ST �. .MI 1 ,- -. _.T 1 �+. ?fit _ F F (^ � PILAF' (+0 �STRUGT@ � s THAT 4`'� i 51�� G 1 .:: r i .:. : . , 4 .. i y f' � V D ae.. 6 w � I f 7 T 'k a_ �„ PLACED IN POSITION O I �. � , R I A I E O R G N OUNC` L LATERAL_ ��FOF � EF. � _t � � FR RESIST THE PRr�� E _ .. ��J R 0 T �� � T �) F t�.1� SHEETING EFERS T HE PLAE �N F L �F`.� E C I a_ A �_ I T ._ E SPACE AS SIDE BY SIDE ALLCWI J .� POSSi 1 _E BETWEEN THEM. 3 I. I 1 a , 1 I�.Au R u �.. 1�Tm_�� �� INDICATED C T E D I .� 1V a_ _ I AN A ALL SPACING ,. s ; CENTER. �. 4. 4 t}, _ i p�- DIM- WALES :.ARE TO BE IN.�TA�.�_ED J H A E ._ _ WITH T _ . ,T. R �� I H ,R _ . E S 0 v O 170ff�TAL : 5 ,. ,. .,. ,ram OFF R aCENTER _ a_ m mr... IF E VERTICAL DISTANCE F arms , HE THE r �,f z i F '„✓ R 0 i 4 A C T`.J .THE BOTTOM � F B—u ,.... s ,.... � , LOWEST .TSB E w f _ 1� TWO AND ONE-HALF FEET, UPRIGHTS ,..I" ,LL EXCEEDS T J �� IL�SHALL BE Ut aEn .. DBr FIRMLY , EMBEDDED OR.A THE WHERE UPRIGHTS ARE E FDrE DVERTICAL ; F�Of THE CENTER, TH E F'i LOWEST ... .� DISTANCE FROM E r _ f r 3 t t I BOTTOM O r a �R f� IA �, RTO THE OT C, �� F # �. � C H � � _ �. �� T B AC a_ I E B _ ...- ,. m 1 P E ,r1 %, S 9 WHEN t t 1. D . I �._ ,� ,�� R � � D THE EXCEED 6 INCHES. W�- E sF .. �. .� E C�.E 3 R r t . NOT XCE 4 III VERTICAL DISTANCE ` SHALL '� T m_ frD .�� L >} .,H �y ,� R �L .� THAT A, e:.._ iN.� { l�m�L �» NOTE-- M UDSI LLS ARE l� ae_ ... 0 , I THE AT THE T0� 1 THE TRENCH �. D� r. ,. i t FOR SLOPING OF �¢ ": :.OF EXCAVATIONS 6 _ f. � U I FOR A1' D N LIEU c IN TRENCH JACKS M �� .�E E T E 'JCH C S .. C� C % % .., . �: .WITH TIMBER lis! P ER �. � �..� � ., .� . COMBINATION � B �. t .. %. _ 1., .. 1 G I THE CHOSEN ..�{.,PPOR ,� �` T�I�� I SHORING 0 R I N .� E C T .� . � C.-. FROM F I 0 ART F�ROf�a THE T THE INSTALLATION ., T ST E E f; THE TRENCH OR EXCAVATION AND WORK DOWNWARDFEET. ft !: 8. SPOIL MUST BE STORE TWO u rf=r-t um Iv,� .E I Ixu V°I THE EDGE OF THE EXCAVATION, AND BE RE�IAE,jE IN AN EFFECTIVE MANNER. s ... 4 I j r AN E c r f ,l R WHEN HEAVY AV ( ..LOADS MUST S T E� E C� G AT E a� E A I EXCAVATION, THE WALLS MUST 8E BRACED, SHEEI- ?.. PILED OR SHOR�.D TO SAFELY SUPPORT I HEX. F,:�, TRENCH SHORING M (� IMUM I �C,� REQUIREMENTS . vvEl�>-�T. f. Size and spacing of members Uprights Stringers Cross braces; Width of trench Maximum spacing Depth of Kind or condition trench of earth Minimum Maximum Minimum Maximum U to 3 P 3 to 6 feet q 6 to. feet 9 to 12 12 to 15 Vertica l Horizontal dimension spacing dimension spacing feet feet feet Feet Inches Feet Inches Feet inches Inches Inches Inches Inches. Feet. Feet 5to10 F,ard,ccm act....:.....,:.::..,.... P 3 x4 or 2x6 `6 .'.....:....: ...`.... 2 x'6 4x4 4x6 _ 6x6 6x8 4 6 3x4or . Likely to crack .::.............:.. 2x6 3 4x6 4 2x 6 4 x 4 4 x 6 6 x 6 6 x 8 4' 6 - 3x 4 or Close Soft,_sandy, `or, frlled. ...... , :... 2 x 6 sheeting 4 x 6 4 '4 x '4 4 x 6 6 x 6 6 x 8 8 x 8 4 6 3x 4 or Close . .- Hydrostatic pressure ....:..:.: 2 6 x sheeting 6 x 8` 4 4 x. 4 4 x 6 6 x 6 6 x 8 8 x 8 , 4 f 3x 4 or, 10 o15 t Hard .............:.,............ 2 x 6 4 4x 6; 4 4x,4 4x 6 6x 6' 6x 8 Sx 8` 4 6 3x 4 or Likely to crack .....:...:.....'.. 2x 6 2 4 x 6 4 4 x 4, 4 x 6 6 x 6 6x 8 8 X 8 6 3 x:4 or Close Soft, sandy, or filled......`...:. 2x 6 sheeting 4x 6 4 4x'6 6x 6 6 x 8 8 x 8 8 x 10 4 6 Close Hydrostatic pressure .......... 3x 6 sheeting 8 x 10 4 4 x 6 6x 6 6 x 8 8 x 8 8 x 10 4 6 Close 15 to 20 All kinds or conditions..... 3 x 6 sheeting 4 x 12 4 4 x _12 : 6 x 8 8 x 8 8 x 10 lox 10 4 Close .Over 2 All , kinds or condltrons....:. , .:.. � ` x 6 sheeting 6 x 8 4 4x 12 8 x 8 8x10 IOx 10 1 0x 2 4 10. DIVERSION DIKES AND DITCHES OR OTHER MEANS MUST BE USED TO PREVENT SIJF FACE WATER FROM ENTERING AN EXCAVATION AND TO pr' r �t�IDE ADE- OUITE DRAINAGE OF THE AREA ADJACENT T`.' THE EXCAVATION. WATER IS NOT ALLOWED TO Ar�p 1M'.�Ld� i E IN A TRENCH OR EXCAVATION. 11. AN ADEQUATE MEANS OF EXIT, SUCH AS A LADDER IS OR STEPS MUST BE i""% PROVIDED AND LOCATED SO T�_2 REQUIRE' NO MORE THAN,25, r EET OF LATERAL TRAVEL. m I _ T , F. .. k . TRENCH JACKS MAY BE USED ED IN LIEU OF , OR IN COMBINATION WITH CROSS BRACES WED c , , -WHERE DESIRABLE, STEEL SHEET T PILING A'ND BRACI C OF `E UAL STRE NGTH MAY 3ESUBS TITUTED FOR WOOD. � ,a car , L •s - 4SHORING IS REQUIREDNOT IN SOLID,ROCK, HARD SHALE OR HARDSLAG RE N � ti 3 �J � ,4 u r J ,q m a , d . y ,a e 7 - . k. f. 7: m s DESfCN CHECKED D REVISED At - NO sl x ... ...... x. r^^v. ..a -.„-f« rry ,v. :_ ...`•,4.Gm,+'. .__.. -., ,....- .TM'^,4'lC`,�. F`:T. v... .....:. .. _,. '... e. :. .. _, ., .. ,--.•.. ,. .^ _ : I I " , , " � , " � �� " " � I e , ,,, , I , I ''I � ,. -- , � I - - q I I I I - I I I I - I - - I 1 . I 11 I 11 I � I I .1 � I � I � I , , . I � I I � � 1�� 11, , , � , �' - I , , - � , , - FA RP �,- _­ � ' 71�- � � ,' ', - -, .� ,,. RYMM n , � , 11 � , , - , , � I — . a . . . , _. - A. " �,-, 1, — I . . - . I I I I I I . -% . I � I I I I I � I I � I � �, I I I I V _� I , , , , , , __ ": � , ,:, 7 11 - , � I � ., - I I � � I I I I - I � I %I( 71)(I qipvp , I I .1 I -, I ,, ''I a , ,,, ,,, � ,�,, � =Am —TOM OF Jr- nAl F PAPJ?fr ­,',� *:,��, I I I , , , I �� I I — 11 I , " 11, .11 ­ � . I . 11 I — � I � �, I i � I I I I I 1, I I I - I I I . - I . � "I � I - , ,I 11 I I - " I I , I I I .1 , I I ­11� Vq;;;��,,;�§41,5� ", — ,�, , , � 7, -A �'W -�,K < I I ` ` , �. , , 1 i , , , � " , :, ., I - I . I I I � I I I ! � - I I I � 11 I I I I � I � I I . ,� I :, �� , _ " I I I 1� I " 1� I I '. . � , ­ � I I . I I I I . . I I I I I e I I I I , � , I "I - . I ­ - ; , , 7. ,MV , , , , I ,W - � I I ­1 I I I I I � � � �_ � I I I 1; I I " I I I � I . I � I I � I I -,: , , I -z"', 1 ­1 ,2, : _�, � , , � ; n,, , I � �, \Z, �W -11<1 W41,M4W I - I I : I . � I . . I I . - I I I � I I I I . ''I -1 . I I . I � I � 7 � I I I I 11 I I " "IS, I "I , I -e I I I ­ ", - " �, I I I I I - � — I" � . I I 11 � I'll � . � I I . � I I � ., � . I ­11 I I �­ / I I I I I I I., L/ �. 4- I I I - I I - , � I - I :, - � �. I... I 11 I 11 I I 11 � �, " , 11 I 111:,� I I 11 I ­ , _��, ­111 � , I � 11 ­ ­ I I , � I , 1, 11 " , - I ;� ,�, : " �,: I � ,_ 1, - , I � 11 I I , - , "". , , 11 , i , _�' �' � , I ,� , , , �i I I I , 11 � I I � I I I I I I I 1 1 1 . � I 1. I I - I I "I . I I I I I , '1111'� , , � - �, � I I I � � ­ . I I I.; I �, , " ,,� , ,,, �: I I I I " , I : I �, . I '11;, , �� 1 ,, _ I :: ,. 11 - I I �., I I I " � .111, I ­ I I , � ''I I � .1� � �. 11 � � I � I _ I '' '' I ­ . 11 I - ''. - I I I I p 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 � 4 1 � ,_ "I 11 I � ! ,­,� —, I I I . I ­ �, I 11 , - � I I I I I I I I 11 � � . . I , I � :1 � I ''I - I - � � I I I I I � � . � � 1� I I I � � - � I I 11 I I I -, I I . I � I � I I I 11 I - � I I I 1, I I I 1 - I — I I I I .11 I . . 1 . I I I I 11 - I I I . . I I 1_1 - I �� ,� I , I I I - 1, — . �, ��, I I I I , I , � 11 I . I �­ " I '' I �� , � - , , - . I � " I I � I 1; % 11 I I � � I 1, � � I - � , I I I, I I I : I I - I � I I 1, I I I , , I I � I 1, I I I'll � ,:1, - 1 � " -1 �._ , - � . I I - Z� -, �, I 1, ,� ... � � I , � � - I �� " I I I 1, I �_ I I I � I I I I � , I I -1 I I I . I I -1 r - I - I I � I I � I I I I I �­ I ". I � I I I - . . I I � " ,� � � " ,, . , , , , , I I :z�r I I , r 11 . 'I- 11 ­ I - 1 I I , I . I I I , , � __ , , I - I I ", , , I I I ­ V��,� � � I I'll , , : L �� _ , , � , - - I , I I - I I I ,� I , , I I I : , , , ,, , I 1: � ,�� � " 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 , ,. : I , ': I I 11 - I I I I " r ''I i "I I-'; - I � i,� � � , I I I 1, 11 I 11"', 11, ,-, 1, I , : , , ': I I I , I I i � ­� � I �11 , �, �, �. 11 � 11:11 I . - I " I 1� : , � . , 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 11 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 . 1 1, � A� I � " I 11 . �, I I I I I � I I I � I I I � I I I I , I : I I . � 1 .41 1 . I- � I 11 . I . . � � I I . 11 I I I 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 - - � q, , � I " , I � � I 11 I I � I � I . I . i I � - I ., I - � I I . I � - I 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 I [ , �� " 11 I � I � . 1� ­ I I I , 11 . 11, ., 1, I ;�� . . I � I . ,,, , I � I I I I - I i 1 I - I : � I I , � I I - I , " : I . I I I 11 . I � . . � . I ' I , . - . I ' ' I I I I ' � - - - 1, e � , I I 'n 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 I I I I , : � �� 1. .1 � I � I I I I I I I I " , I I , , - � � � I I � I I 11 - I I � I � I I � . 1, � � " 11 ''I � � 11 I � I I I I � I I .1 I I I " I I I v I I � I I � ,� % ", � - - , " I I � I I - I � 1, I , I 1.11 � I I I . " � .'I I I'' I . I . I � � - I - I 1, I I � � I I � 11 1, I I I I . , � . I . I 11 - I I I � � I � I I , - I I 1. � x � q , . I � I , 7,� � I I I I I I - . � I � ,1 - I I . � . I � I I I � � - I �, I . I 11 I I � '' I 1 1, I ,­ �,, � '' I " I � I 1. I � I �, � I I I I � I I " , I - I X '� , , , , � . I �- I I �''. I J,, POSTS 7*0 BE SET AT 3 MOT'MAnk&M`5PAe1NC.� IF'tAMPY , I I X �'� R �F 1�3 " � I , � . I I 11 � :` , -, I - . � I I I I I , .1 '. I I I I � . I . - � I � I I . � I I I I .1 11 I I .1 I , I I � . "I . - - 11 _­� . 1 11, I I , � I I I � I I I � I I", � I I � ,. 11 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 I . � I I . I I . I I I . � I I . I I I :1, . I I I I �'. "I � I � I'll I � I ' � I I 11 , I � 111. I - , 11 . .1 I I � �, - 1. I., TH, SUPPOR7, NE7'77NG, IS USED, �_ � � � ,,,, - I I - -11 " ­- � 1� I PRF_4=MBLVD FZNCE,W7 I I � _2:� � .., I I � 4'.�� � I I , I I I I � I . .1 ­ ''I I I � � 11 . ''I � � ­1 � I il, I �,��, � 11 I 11 I � I . I I I I . � 4,1 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 : 11 I 11 I . I . I I � - , � ` " ,- �, " � , " , I � , � "I I � I , 1. I I I , "' , , 1, � .1, " , , I ­ � , 1 , , 1!:�A 0M^G OF P05�1 ,W Y BE !NCR : M 6 FEET WAWUM.' ' : " ,,, I" I �_ . ,� - , ''n . . " , , " , . . I � I I � � SWBOL � � I I I : I I I I I � � .� .. I I I I ­ I I . . " I I , , I . I � I , � I I .1 11 I I I I � I 1 , , I � 11, I I I . I I .. � I I I I I I 11 11 1'1�1, . � '', I , � I I � � I I . I I � . I I I , I I I I �� - I I I I 1. I , I �� I � I I L . I 'I', 11 i I I �1. , . . I . � I I I � I I 1, I . I I 1. ''; . � . e I I � I . I I I I � . 1. , I - .1, I I � I I I . I I � 1, . � 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 I I . I - . I . I I I I I I I I !", I- I I � .1 . 11 1 1, I I I I 2. IMEN TTO SEC770,1i'S OF MM CLO771 ADJOIN EACH OMER " � 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 .1 11� I � I - I . � I - - - I I I . I I � � I I � I I 1. I I �_ I I I , I I 1. 1. � � � I , I . . � I I 11 11 , I I , ''I I . I I . I I I � � . I � I I I I I � I . . �� � � I I - I 11 I � I I 1', , : � � � � , I �, � I I ,"�: I I . I � I I � � I � I 1. 1. 11 � I I I I � I . : " � � 11 I � I -714EY SHOULD BE 0 VERIAPPED 6 mmr.S A r THE POS7S. I I � I I I I � I ,, I I � � , , , , �': ,, I I - I I I , � ' . � i � ,� . ' I - I � I I �� I 11 I 1 I I I I I I . I ­ . - � - I - � - I ­1� I .1 11 I I I ,� '' I I . � I :_ I . ­ . I I , I I.. I . I I I 1 I � , � � � I I � I . I I I � , ;1 11 I . I � � I I - I � 1 .­ I I .1 � 11 I � �, I I . , 11 . � - . . � I . . -1 I I I I . - � I � I .��:, I I , - ''­­ I—, 1 "I. � 11 �, � ,e . I 'I'll I . 1 � I - I I I � I I . � I � � I . - I . 1. � . I I 1i � . I I I ,� I 1. . � . 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 . � 11 ­ � I . "I . I . ­ I I I I I I I P;11 ��, � � I 11 I I � �� 1, , I 1, � I �. � . . I ,� 1. AND F'OLDED. ­ 1. ­­- I .. 11 11, � 1.11 BMP 4.2 1 1,�, ; I ­ I I I . I ', ­ . I . I I 1. I 11­ 1, I I'� 1� . " �. I., �_, I I 11 .1-11. �11­11 I'— 11 11 I _ � 1 1, I �, I I , ''I'll'' � 1�.�111 1 I I - .. ­� I . 111. ­ I � .. I I I � � � � I I � � I � I . 1. I 11 ­ ­ I I I - I I � I'll � . 11 1� � I �, I I 11, I I I � � , , , " , - - I , I , �'i �. , I I I ,� � I " I I 11 ''% .� I I � ­ 1� � � - " �. I- . I I I �z � I 11 I .11 11 I . � - � I I � I ", I I � . . I I I � , - �: , I ­11L 11 I �' , 11 I I 1. 11 11 "I � I I - . � ,,, I � � , , ­, 11 1. I � I I I I - I I I., I 11 I I ", I TER T I ' I I I - I , , I I I I % � I FIL ABRIC EENCE I - 11 I . I I I � I I I — — � I I � I ) , I � k� ,�� I I I 1, .11, I � I I I I . I ­ 11.11 11 111� 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 11 � 11 . � I I . � I � I I I �. � ­1. I I I , I 11 I I � I I I )� �, , ,� I , : I I I I ­ . I I . 1 . I . � � I I � I 11 11 � . . � � I 11 ­1 I I I I - . I �1: � I I . � 11, I - I - I 11 . � I ­­ ; I �, I 11. 11 I 11 . I � I I I I I �, I �1.1 ­ I .. ­1 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 . k 11 . I � - - I . � . I , � - � . - � I . I . I � ­ I . . "I 11 1. I 11, I I . I � I , . � I I I I �, - 0 � I - 11, I I-- ", � ,, �- I _ �1. 4, 1 1 ''', . "� "� � I I 11, � � � � I . I � 11 I I I . � I I I " � I I . I � � � , i I . � I I 11 I." 11 I I 1, I I I . I .'' �� I I ,'� 1 I I � I I 1 7­, � f . I 11 � ­,­ 11 , - I 1 I I'll I . 1 41� . � � I � I - I �� I I I I � I � I ; I I I - . I . I . � . . � I I I I � � I � . � I .1 ­1 , � I I - 111. 11-1 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 � 11 .1,111''. 11 � I I I � I � 11 I . I . I I . I I I I 11.1 � I 1, I I � ,� I f 1. I � � � I � � I I I I . I . I . I I I � . I - . I I . I I 1. . I � I . :il . � I I I I I 11 � I .1 I , ,� � I I I I I I I � . I 11 I � I I . I I . 1� � I , � - I � I I - . I - � � I I � I 1� , ­ I I � � I � � I I ,. � , � , ; . - � , , �, I I I � I ,� �� I I I 'I : : , ,.� , I 11 � I I . I � I I . . I � d I � , ,, , �: : ''. ,� �, I , . I I I I � I 11 5 I 1, I ; I �� : [ I I . '. - I . I I I I I I , 11 I � . � , I , : , � I I - . 11 I I 1, I I I I � . I '­ I I I -, I - 9 I . . I � I I � - I I I . I., I � � � .1 1. � - I I I �1, � I 11 I I I ,� 11 I 11 1: I ­ I I I I - I I , : 11, I I � I " , I . � I I � ,�:: ", � I I I I I " 11 ­:. " I I I I .111 � I .. ,� - I . I I . - I I I _. " - I I : ''. I- I � - I . ''I � . , � � - I � I I 11 � . I I - � :, - � I I . � 1; I � - i , � � � I I I I I I I I I 11 I I I � I I I 11 . I . . � , , . . . � I - � I 11 I I I � T .�� � I 11 � � I I I � � I . , I I I .1 � 1 �, � I I I I . I I � I I , - I , � � I . 1 I I 1, I I - 1, I I � . ,�, . I I � - � � - 111 I I � I I � . , I � I I I � I I � � , � - I I � - I I � - : . I I � I 1, I � 11 � 1 I I I � , . � I I � I I � � I � � I I I I . I 1� . I I . 11 1. 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 , 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 1, . I � I I I . - � � � � - I � I . � . I - I I I � I 11 � � I I I - I 1, I I I - 1 I � I I . I I I , I - - - . I 11 I I " I I - , , , 11 I � 1, I - I I I I . 11 I'll I y I , , I , , , I , ,.: � I � I I I r '. , , � , ��", � I - I I I 1-1 ,,, 11 ,� I I I . I 1,­,,­', _ I I . J , I . I I I . � .11 I - � I I I ,� I I I I I I � ''I'll �, 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'll., I I � I "I I ,� I � I � � ­ ".., � I " ,. , , '' � ­ ",,%:�, ­ . I I .11 I � �. I I I I I I I 1, ;1�1 � " , � 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 - . I I � I I � I � , I 11 �- I I I I � " ,; "I I I � I : . � I I � � � . . � � I I , � ,� I 1, . I I I I - 1, .1 I � � , I I ; I I � � I I I � I � I , ,,:1 I :� I 1, : . , I I I . � � . � I � � . 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 I I I I . 1. . . I 1� - I 1� ­ � 1, I 11 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 . 1. 11 � �� �_, � I . � I - - . I 1:1 ,� . , 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 1, I . I . � I . I I ": , I I � 11 I I � I .� . � . I � 1. � 11 I 11 I � I ­1 -11 I � 11 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 1 � . � 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 1� � I I I- 1 � ; 1 I I .1 I I I I � I � I 11 I I , I I -, , , �11 � 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 I I I I I � � I � I I I I I I I I I � � I I q . I � I I � % I I I w 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 s , I 11 I 11 -, I ,� I � I � , � I I I I : I I . � I I 11 .� 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 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 .� . � . � � 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 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 ;1 " 1. I - � r. 1, � , I I V , � , 'I ,,� I � � � ... - ,�, :�,!� , � . ; ''I 11 I I I 1. I I - - I , ,". . , � - I- . I - . 11 , � � , , I I 11 I 1;, I . , - I , , I I I - I I I 11 - I , . 1, I � I I I I I I - . I ­ I I e I - , I- 1 1 I ,� , I . I I I I I !� I I � t .1 I 11 I I , I I I I �, , _� o I I " I � I I . I I I I � I . I .1 I I � " I I I I I e I I 11 I � I � I I I I - I I � I 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 I I , �, , I . �,, , � , - , : , , � , � ,,�: , � , - � , I , , �- I '� I , I � � �,,�,� �, �', " I I I I I I - I ,� . - I I'll :1 I '' , 11 ; - � I - � I � �,z , I I I I � 11 , - - � I � I - � � � � I I � I I � I � ­� � ". I � � I I � I I � I I I . 1, I I I - % I I . I 1.� 11 I I , 11 I I I � . .- I I I 1. I I I I I 11 I I I I I � �_�, �, I I . . I � I I I I I I � I � � I " I 11 � " I I , I 1. 1, I ,� � � I r- I �, I , �, I I I . 11 I 1. I � I I ­1 � � - I , I I . I I 1 - I � � "I 1, I I I I I I I . I I I -1 . I . , . I I I I � I I � I I I � . I . . I 1, � I I I � I 1. I - - � I I I I I - I I I . 11 , , - I 1. � I I I I 11 I I , I . S�, I "I I ­ I I I 11 , I I � � � ,, ,,,, , , I I . . � - I � I I I I I . � I I I- . I - - ,: . % � I i q ,. I :� I , I � I I I ­1 I . 1� . 11 I I I � I I I - - 11, I , !- I . 1, i I I � I I I I I � - I � I -, 1� � I . � � I I . '' �. 11 ,�,., I �11 I I I - � 11 I �. I � I . I 11 .1 I I I � � I � I I I i 1, , 1 I � - I . I I I I I , 11 �.' � , I � � I I I I . , I 11 I :, � " - � I I � � I - . I . I ,� I . I . 11 I I , , -, . � I I I . I I � I I I I I .1 � I 1, I I 11 : I " , , I , I . I � , , I I �' , , , o�� � . � I , - I - � . 1 I � .I- I I I I I �i � �, , ,; , , , , , ,� ,, ,,n . 11 :, z , - � , � 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 . 1. I � I I I- I I � I I 1. I I I I - I I '. . I I I I ", ., ,,, 1, : I �, 11 1� I I I I � I I � , � � � I I � I - I . � . 1, I � - 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 I "I I - � I I . I , I - I . I I " I � � � '', 1i - I I � I � 11 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 I I I I . I - 11 . I I I � I I � � % I 11 � I I 11: I - I � " I I � I . 1.11 I � 1. � I ''I I I ": I I ­ ;_ I _ � I I - I I , I I I I I I �, '' I � '. I ", I 11 I , 1, I 1. I I I I I . I I I I - - I . I I I I I I I 1, I I I � , I � 1, 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 11 I I I I I I , , , I I I " .� �r. I � I I I I � - � 1: ,��r�, . 11 I - I I . I I � . � I �� I , I . , I �- I I I , I I � I , I I I - I 11 11 I . � . '' - I I I I I I I I - 1, 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 I I � I . � I 4 I � I I I I I - . I I I � I I I I I � I I 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 . ; � I I I I � �� �� � � :� � ,, , _1 1,� " �i .11 I � - I - 1. � " ", , I 1, � f, , , I � , I , �, : _ k � -1 , I � .. : � � I I ­ I 11 I I I � . I I I .1, :1 , . 11 . , ,� , I "� I 11 I I 1, �, � I I , I . I �, I " I � I I - � �, , , , ., I . � - I ­ I . 11 I I I � 1. . I . -Z � � � I I � I I � 1 I I , � , , . - I .1 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 I I . � ", ;� I 11 � 1. I � . � d� I � I I I . I ,� I I I I - I - I I I I " , - I I I I q I . I I . � I I L � � I I I - I., I � I - I , - I I " 1 . I � I 1, 'I, � ,� " I . .1 I I , I . I 1� I I I I I � . I � . .1 � I I . I - � I I I 1, I 11 I � I I � I I , I I � I I . I � � I 1, I I � , I I I . I 11 I I I I I . I I , ,� � � 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 I - . � v 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 . . I � I I - _­ � I - 4 � -1 , , . I � : , �� " I I I I �,� , I " , I " I � , , 'I, , I I I I � i �11 , � I I 11 11 � I I 11 t I , � i �, I � - � , I 9, . I : � I - I : I I I I I I - 11 - I I I I- I . . "I . . I I � I I � � � 1, I 11 I � I I I I � 11 � I , 1. I I � I I I ," ,� , � I � I 1 � . : , , I- . � I I . 1, I � I I I I I - I � , , " , I I A I 1 "I I I I k .. � , I I I � : - - - �' I I 11 I " I I . I I 1 I . 1, I I � - I I - � I � 1% I I � . I � I - - I 11 I I I . � - . I I I I I I I - I I � � . I � � � � - ': , � . I I I I 1 I I I I "I � I 11 I . I � . : I I , � I - I . I , � , I , � �, 11 , I ;: : � 1 ,, : , '. � I I I I � I I I I 1, � ,1 I . I , � , � 11 I � I I I � , . ; � � - � , I I I 1, . , . , I � I I , k . I 11 I I I i � I I I . � . I � � ,- I I 11 I I � 1, I � I . 1, 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 �� �, �1. , I � ) ", I I . � I . I I I I I . I I I , � I ; � I I . � I I . I � �1, I ­ I I I �1, , i I 11 ,: I I 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 , , , 1, 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 , 11 � I � I -1 � I I � ., I I I I I � . I I I I . I - I I I I 1 - I � I . . I I . -1 . I I I I � ,� I I I I I . I I , I I �, -1 11 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 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 11 � I � 11 � ,� . I � 11 I I . - Y I I 1, 1, � I I I I 1 I V I 1, I 11 I I � � .1 I 11 . . I I . I I I . I I . I I f I I I . I I � '. I I I i I � I I I C, � . I I � . - � . I I � � � ,� � � I � 11 I I - I I I � I I �� I" " 1 11 I I I - "I - - :",� �1: , , ,,, �,,,., , -, , t ,� I I ­�, , I I I 11 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 11 I I . � . , I I ,� � . - I I � I 1, 11 . - I I 1, . 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 � � � I , : I I , I �, � I I I � ' - , �! , 11 , I I e I I I I � I - � � �, � , , �, '1� I :_ I '' � _ ­ � ,I 1. - I ­ 11 �� I'll 11 I 11 1 I., - I I , 11 I I I . . I � � . I 1, �, I f I I � � I I I - I I - I I � � I I . I . � - I I I :� I - - I � I I I I I . L, � , : I . , I I ,� - I 11 I , I . , I 11 .1 I , , - I I , , " , 11 I ,� 11 � ': ", � I I � I I I 1� I :�, I I . I" , I � I , I I � I � I 1 �.. - - I I � I . . 1. - , I -1 I I , � , I I I I �, I . I I I I I I � �. , � � I - I � I I � - � I I ­- I � .11 1. . � . � �- I I ,� " � � I ­1 I ' , 11, I I � I I I - 1� � , I 1. . . 11 � I I 1� � I . I I I I I I 1, � I 11 , 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 . .1 � ,� � - . .1 I I I I I I I I I . I I I : ' . - , . I I;- - I � . 11 . ,� � - � ,� � I I - � - � I . I 11 1� I � I I 11 . D -nts. I I . I I I � 1� ­­ 11 . I � I I - � nstruction Re 'iri"i � � I 1, esign Criteria, and Co'' qu - � , I I I I -1 � �, '' I I - . ��, 1 I � � I I . I I : 11 I I I . I - I I � A I . � I . - I � K_ .11 I I I 11 I I I � I I I I I � , I . I I �, t I I � � � I 11' . � I., I I I I 11�, �' I I I I - I 1�1 ,:,: - I � � - � I 11 I � � I- �� - � I 1� ­ I - I., I I I . - 1:11 11 " I' � 41 1 .� � I 11 , ,11 I I I ,:, , I I I I' � I 'I- ". 1. 1, 0­ I I � � � 11 I 1 �4 : -, ,,- � � �� , �,� -1 ,,�, � 11 I � , :, '� � I " . I -1 - -� I . I , . I 11 � 0 'M � I , - - - I ,1 -1, !­ I I : " ,, , " !_,�� - ,�� I I-, ,, �1: , , � I - I - I I , � � �,� �,i � . I 1� 11 : . � P :1 I - STRA W- BALE"'FENU I � � I - I - � � � I � � I - I , " 11 � . � � . I I I �, I . I - - ­ I � . � 11 .1 I 1- � ­ . . I I I I � I .- I . I � 1. I I - I I -, I . ,� . I - I - . it I � I I I I I I I � I I . I I ; � - I I - ­ 1 I 1� I I I,,- 1. _� � , - L, : , ''., "" '' �: � 1� , , I I 1� - , 1 11 � I I � �, ., I �­ I 11., - : - I ­ � . I � I I I 11 ,� I I i � I I I 11 11 I I � I I - I �, 1, I : I I I., �,�_ � � � I �, - , I I " , I — I � , I., I I - I �. I - I I 11,11, : . ­ � I " " I I I I — -, ­ � � - ­ I .� - I .11 -, � I I— � "I., I I � �. .1 , - I . � I - I 11 J . . I I �� - I � " , � -1: � . I � 1,� � I . I I - I I I , I , 1 2 1 1 1 � I ,,-, � � , , ,,,,, � , I - 11 .­ . I .� I 1­1 ''I'll ­ � � I I— . , I : I I ��_ �, � I I I � :�, I �, I , , I , �� t I I , I . I . -, � I � I I --- 11 - ,:, ,� , , 11 I : � I . : " I 1� t 1, . 14, 1 - . I 11 I I-Y I .1 I I I I 11 - I I ­� : �� 1-1 '�. 1,11 �, , , " �', ,,�� ,1 I I I I'll, �_ I I � I I I I , 111�,_, I 1 ,. . 1:. I . , , I , ­ , - I I I I I I �,. � I :� _­ I �. I., I_ 11, - . 11 I., . I I - , . . - - I 1. -_ I -1 I I �, I � � I � . � , I I :�, I 1� I 11 I I I I , 1, I . I - I 1. � I . , I I I I - � 11, I . I � I �� � . I 11 I - 11, I .1 1: I I � ,., I I I - � I . ,. I I ope I I � - I � ". ­. . I � I �� I i " f 4 ' ale fe ces i�hall be i' t ' I , I . r : i � Str b, ., imi ng 1. aw n installed prior to disturbing the,upsl � . ­ I . I 11 1, . I I I I .1 I � I . I I I I " � " I I 11 I I I I .1 I 1. 11 - � I 11 I � rl 11, � I ­ I I � - ..., I - I I I I � . � I �� � 11 I I I I I I I I - I I , _A, I , I I I I � � �, I �� I � - 1: , I ... I %, �, , � I - I �,'­ ,� I I v . 11 ;1 .1 I 11 I I � I � I ­1 I L I � �_ 11 I I I , I - I I I I I . I - I I . -1--­�_ , I - I . � - I - - � I I I I I . -- � I .11, I I � � ­-_1 . I I I I I � I I I I ''. I I I ". . I - 7-.,-*- I ": . . I - I I I 11 '' � -, , , I I I � I I �� . I - I ''I I I ''I '� I 1; 1, I �­ I - � � I � � , �, . , � �, . I I ,,,,, I � ,`:� �,; , � I � ,, , ,, * ,�� � , 11 I � I I I I I I I I I I 1, � I 1 4 -1 I p�, � I I . 11 � I I 11 I 1 -, � I � I . L I I I � I � I I'll I I I I I � � - 1 . I I - , I I -�' , � I "'' I I ". ItSTAAT � , 9 . - "I I � I I " .1 - 11 _�, I -11 I - I I I � - �_: 1 1. I I I � � � ,,� 11 11 - . , I I � . 1­1� ,,� , , I �� , �: �:, , , �� ''! I I I �� . I . � � � - I � I . I I I I - I I � I �, � I � I I I 1� � ­ I I - - I - ,� - , I 1, 1: I - I . I � � I , , 11 - .1 . . � I . � ,1 I 11 I I I I �� I I 1, - . el ,� , , �. �, " - � , , .are . � � I I I I � �­ I , , , a -_ " I I - I I 11 . , I . I I I , . , - I . I . I � I � 1, 1. - 1 -1 11 . 1. I �: �, . I I I t" �­, 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 I I � e . . I , � I . I �, , , I . ­ � �, �� I 11" I I � , " I I �1,1 L11 i I � 11, ,,; , � �, -1 I r I I I 1, � I I I I . � I � %. , I I I- I I I � I 11 I 1 1� 11 I I 1� I I 11 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 . I - , , " � , ,- : � - , I I - I I ,� I I �, I . I 1, I I . A 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 � I - I I I ; I " � � I I I � ., 1�1 I I , � ' ' - �,_ � I - HAY 0 STRA Ir AALE � R I I �, 1� i I � - , I i J.� I . - I � � � y '. . I, I I ­ I I I ,� e � I 11 - I % I I I ''I I � � I � I �, I I ,� I I :� � -, �, , �, 1 � - � I - �, , 1, , I 11 , 1. I I I . : ,. I I I ­ I - � I - � 11 �, " � I 1. i 11, � . r - I I I - - � , k 1 - I , . I I - 1 I " , I �� � -- I I ­ .1 11 I I I "c' I I I 11 �� I '. " . " , I I I I ,. � . ,� I . - , ' � I - ' ' I I I I . I R6�� , - Straw bal fe ces shall be remov�d oncefinal stabilization' of the � - , .1 I I I �- I I I I I I I � e n - � ­,� � � ,� I - ­ I I I - I I � � I I I � 9 � I 1: 'I- , I I I � I 11 I � I . . I I � � I � . � _. � . , �, �_ , "! � , , I " n�� 1; I - , : , - .1 . 1. ­ I .1. - - � I I I I'll � � � I I � I I., I- � - I I . I � : I . I I I 11 - .� I � � . I � I I - I I I 111. k , � I , . "I., � . I - I . 11 I � I . I I � � "', , , -, � I- I � ­ . � I- 1­1 I I I � � I , , . - � , I ­1 I , 1, - r . I �: __ , � , , ,� 11 . - I �� , I . I � ,� , I � : ­ 11 I I ", � I , � � _'J I . ­ I , - ,� � � ,:1 I I ­ I I I - I � 11 1. ,��, I I ,"'. I �, - I I � � I . . I � I � ­ � I , � , I , 11 y ,� , 1�i 1, �e I I - I 1��, : , , � I . I I I i . . I I � " 1, I I , , I 11.1 I ­ ,I I ;, - �, ,� ,i I -_ � _�, ''I I I I I ,� :, . 11 I I 11 I � I I �� I . � I I I . . , I - if -, � n� � � � I ­ , - �. lal . � r I I � , � I I I � I I - I I - , ' - I I I .1 1, , I I I :, - 11 . , . �,,� , I - � " ,,,, , , � I I I , ,� : - - . � I ," �, � � � I ­ � I I - I i I � .1 I I I disturbed area is completed. , . -1 '� I 11 - - 1. : I . - � � r ­1 - I I I � . .h � I I I 11, I I . I .1 I I . I � . I I . I I . I w � . � � - 11 �, I . � I i - I I [� ; 1� �,��, _,:, , 1, S I , 11 1. I . , . ­ - ­ - � , , � ,:'' � � - � - I— - - .� I I I �, 11 � I � 1, 1. � I I �, ? � :, lr �, � �", , ,,, I 11 11 , " � - �, ­11 . � I I I � . IL I . I � r � .: - -11 - I I - I I � . � I ,� - I - I - -1 I Z­ -1 ­ I - I I , I I- . � I . ­ I I I � - I I - . � ". I I I � � . . I 1_ I 1, -, - � ,� I I I ­1 - .1� I - � - , 11 , . I , , - I - I e 11 I . � I 1, . � 11 -1 I �� � I I I - ­1 I I I � " -, , 11 I I , , - 11� - I - 11 ". �� � � I I � , � � I - �, - ­1 ' ­11 - I I � t" 11 11 �' ��, I - - ­11, COMPA = EA RM -11 .1 - I 11 I � I'll 11 1, I ,� �', I , � r� �, . I j I I I , 11 � - I I I- - 1, I I I 1- . I �i - �, � I . � � .1 � � � ­11 ,. , I I � I , I 11 , I I . I 1, 111.11 I . - -1 1. I �. . . ­_ I , - I 11.1 I I 11 I �, ,: � -1 � I I , - 11 I � I . - I � I A -1 - 21 � I I � I . ­ I I I � :'- I � I I � I . � j . I � I I ­ I I - . 1 I I � � I 11 ' . I � I 1� 2' 1 1 � . , , I -1 ,! I , 1, , - I - . , , I I 11 , I � , I I I ", I � I 11-1 �, - , I , � I � � I �, . -1-1,1 , 11 � . 1 , , , '' :� ; � � : , , ��,�, I , - ., '' z, .: - I � r I 11 - I- I I , ­ - , I � ��., 11 _. : 1 "�` I n� - i � I :��, � � ,,- ,:, . " I , ­. .- I � r ­ �_ I I . __ - I I I I � I I A � I I � � I - - I I � "e I 1: ,� : , I I . I I � , 11 I I'- � I . I - ", I . I I ­ � . I � , � I 1. .1 � I � 11 . - I �%_ I I � �' - , � � I I � I ,, , Placment ,� Straw bale fences should be laced on the contour to .'the extent , : , . 1. � p L I 11 � " � � I I � I I � I I I I I :1 , , - � . . ,- I - 11 - - 1, 7- I __ �� - I - 11 I ��` - �' ' I- - -.:. 1 " 1: . 11 I I I- I I I - - ' I ­­ I I I I I ' � �� , I I I . 1-1. .1 . � .1 , I : - :_ .- - ,- - I I � � I I � ,' I - . " -A, I I -1 I - - � , I . �_ � I I " I �1'1 � " � I - - - - � I I I I ­ I " I :: I'' � , � I - , I , I I I ­� , :� - -, � , . I � I I . I I _1111 � I � 11 '' - � I I I 1, , r I , � . I � , �, � ,,�, _­ ��' I I , � - � I I �, ,, I _ , I I I "I , , " " , � . , , , I I I 11 , - � � 11 -- .11 ­1 ". � � ,Z' I 1, -, I . - , , , 11 I .� - 11 I : '' -1 � I I , I � � - � . , , � 1. I - I 1 . I 11 . I , , �'­ I I _ 11 , - I . � I ­ -11 . I , o I'll I I . I " - : - � I I . � .1 I I �­ I -_ A � i P, I I I I I'� 11 I ;, I � I I , . I � � 1 ­ :1, I '11, I �� � � . . I I � I I" I I , I - ­ I , ''' , 4 � � '� " , � � , . 1, .11 � - ,-. - r � I , � I I I - �, I , 11 � 1. I . , � I , I - I 11 I I I '' , I I - ,_ . " � - I . I . , I I � . StTa ­ I :, I � - "I'll 11 I - I- � practicable. . w bale fences may not be placed perpendicular to � ­- � .1. . I I . I I 11 I I _ 1. , . I I L . I � I I I I I I -1, I - I I - � I � I I i - . I �� � � '_,,.,'!, L , I , �. I , , � � I I I - � . ': .­ . 11 , ,�' I I I _ � I , � 11 I I I r I � � j 1 I .,� � I I I . . "I .- ­ � I r ,:1 � . I Z�, I I " I �, - , I I I � _ 1. . �- � I � - �, 11�' � , I ,� I I :� � - r � ,I- I - � I -, I I I- � �, , ­ ! �, � .1 � 1-1 � I I � I I I -1 I �,� I", 11 � .1 , , r - � � � I . I � I ", . , I � I I I I I I 11 . � . . I I � I I , 11 , ­ . I 11 I I ,:' I I 1.1, I 1� ': I 11 11 �, I I., ,., I 11 � � � � " � , i 11 I I , 11 --� MIr - : , ��'_ , I _� 1� 1, I I 11�1 I � I ; ,� - I - �' I �� I .1 -, 74'� -� , I I , I - , ' 11 - I .1 . , :': k , ,- :__ 'I, , . I I . . �, I . � I the tour ' n Ugreat' than 20k� The onds of,the straw �_. ., , 11 I , 10'r eS : ,�, �_ I I � con 0 s p 0 er I I I - I I � � I I I . � I �, I , � I � I I - I I I - I - I �, I I -,, ,�,� �, � � � ": I �`, -':,�, - :, , I - . I " Ll� ­_ I I I -I' l, � - ": , 1. _�W " I , , I I . I , I � '11, � _ ,�: � I'll" 11 I , � I - I I I I I � .1 , ".1 � � , , I I I I I - . I - � I I � � I I I . I � I I I - . '': __ , , ­� I �,�, I � r _� .11, lm:". 11 :­ � � � I I I . I � I I I � I I I 1 . � 1, � � I -1 .- - � , � . - . I I . I I I � I I � 1. I li - , I I ­ ,­ � - , � " , � I - - I I . 11 I , , � I., I 11 1, " ' . I � , "'.", I I _'� r I I I I I, �_ I I � - "'. , I'', " I � , , �­­z 11� I ,_ 1, , , . T5111, " I I , � I . .11 I .1 - � I � I , 1_;. - '; - - , %� , 11, � I I \1/ - :,:; I � � I � � I I �111 � -1, I - __1 I . - � - I ., . I , 11.1 I - - I . 1. 'r ,� � - - I - ­ I � I I ,�. I -1 I .", -1 I - 11 , �, I � I I � I r - I- I I 1. 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 � ), ,o I � . 1: I I t � - � bale fence' should be turned upslope 1 to 2 feet in elevation to - . I I . . :', I 11 - . : .1 I I I I z 11 r � . , , I I I I I I I � . I I . , I . .. I I I I � � r I - ­r - I I � , , _ _ , �, , 1, ; , ". r I 1�,� [�_ L�f�,_­'­"� - _ _ , ' .- 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 �, � '1�1 ­ , , � �, - I I ­_ I � I I � � " ��­ I , I - . I , I - I . _� � L 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 - . 11 I I � ., � I I I � I r I ' I i I I ,. , 1, . I I � I I ­�� ', I I � , , ,-_�: 11 � � I , . ­ I ,- I , I - I , . .�, , I Ir. % � �i ,�� , � , I � , "t'. � � , � r , � , ., - , . ­ �, I ­1 I I I I - ",�­ " -, _ 1� , - I � . � I I �, I I I \ I . I , � . I � I . I /. -�- /� If /. I /� I I, _ �, �� 1, I 1, I , % 1 , 1 . I I � I I , IfIlly i �.., 11�� 11 � �1 ;,: . I i I . . I I I I I � I I 11 � I � ;�, I . � 11 ­­ 1_ - I I" I I � � -, I I I I I I I r " � � I I I I I I ,� It I % IN % \ "\ - � � " ; , I � , '�' IN, . � . I I , . I 1, N I I I I 1, I � I . . 11 I I I I � I I .� I I � � I 1, � I .�, L� - �1. I � 1, - � I I 1, . I . I I I . I I � ��, , ­ I ,� I I � 11 11 - I � . I . �, I ,� . 1. - - P �, � I I �, . - �� I I 9 I . ­ - - � - 1. I . ,� I prevent flankin - I -1 - -1 I I 11 11 � . I I I I � I - - 1, I - I I 11 I I 1, e � I I I I r I I � . I I I I I . . I � I I I . I . - I � I � - � I - 11 I I I I � � 1. � 11 � � I . I : �,-. �, I - _� I � - I - 1, I _-, 4 1 � I � 11 , , I � � � 'I" " "I", 1, , : - , �, . " ,,� , .1 I I I I . _. I I I . I I", .. I 1. I. 'I, - _, - , . - 11 , I I � I I , ­ , , , I - 11 . I I � I I :, I � , . , � I I - I �, r �, � � I -1. �,__ I T I � � I I -- �11 - I � - 11 I I ,� I I . 1. r. I I � I I , " � I I - - - :, - ; � I � - � � , . � � I '. ' � ' � - ' I - � I I I I -, 11 11, 1. I I I 1� I 1. ,�, I - 1, I I I .-I 1. 1, 1, � ­:" I � ",� I �- Z , - I I � . I., � ., ; , � I I I I � I I I lit 4*, . I , '. , : - � 1, I � :. I I I I I ", r I � � I 1, , , / � I I � I 1� - I'' . � 11. ; I � I I � I I � I I � I , , , . I ': �, ;, ­,.:�, I 11 , " - 11 , ;'. I I I : �,,� , .� - , � , ", , I I I , I � , I I I I I 1. / ­ I 11 11 I I I I I 11 I - I � I � � , � 1. I 11 ' ' - I - , � I I , I . � , I I ­ , � ' � , , w bale fe'ce:sh,iU be ' t least 4'inche' ,The , . I - , � r I h* � Th stra n entrenched a S. 1'� �­ � I I :, Entrenc ing '' �, � , � ­ I . � r � � . I � I � I I 1, � I - I � . I I , , I �', 1 "", , , "'� 1� '_ I ��,­ � - I .1 - � �� I I I � 11 I I - li 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 11 I I I I I , I � , ' I 'I'll . . I I I I I I , . . I _ �� �­ r , I . I . I � I - I- I I I - ,; , , _ 11 � 11 I I . . I - 1, 11. ,�_ I �, , T I I 11 I . '. I I'', I �. . I I I �, ,; � . � � � ,,, I I I I � 111. '' � I ''I , - I I I I . I I I I I I I � 1, � I - I 111- I , - 11 I I - . � , ,,, -1 I I I � I I ''I I 1, � . 11 11 . I . I - I � I . I I � I / . I I I I I � I I �. . I I . � ­ I 1 I I - I � . - , I 11 . I . � 1, � � ; � �, 1: I - I r,' � I .11 I I . I'll, I- �, I '', I "I I � I I ; , , , A I 1�1 I ; " 11 ,� I I . I _� I 11 I I . 4" VEMCAL FACE,', � �, �, � I I . I I I . I I I- I ''I , - I I �., ,e, I � � I � I . I ," - I I I 11 " I � -1 I I I I -1 I �, ­ I 1 I I , I I I 11, I � ''. ', I I I � . � I I . : � upslope side of the bale shall be built up an additional 4 inches. I . I I 11 I I I I 11 � � I I ­ I I I I I . I I � . . �� " ,,, �' ,� I I � 1, ", ,:1, _� . � , . Iq : , z , ��, ��__, , - 11 I I I I I I , I I 11 I ; I , I I 1, I - 1, - .. I I 1, I I I � , I - - I � I , I I �, I I" , "I � ` 11, ,r �, 11 1­1 �,�­­, I I , I I - ,,, I I I 1- I _� � I I'll, � f, I 1, - � I I � I � � I , ,.. I I I I - - I I � : � " � r_ I I I - 1 7 1 . I I I - 1, I . I - � I � I I , � , � I I � I I I I I I I I . 1, _11 I � I I I , , - I I . I I . I � � I . I I I I - I ­ I , I 1�1 I I I � I � I 11. I 1 1 1 � I i ; I � I I I � I � I I I I � � �,,� 11 I )� I ., r ,�:, ,; �, �, I , , 1, . , I , I , k ''� � � . � , ''I" ,� ,, �� � � I I I ,� � I -, I �, I- I " - � � - I I - I I . I I . I � 1� . - I I 1, - I I I � � I � I I I I I I I ,�� , ` 1�� - � . , I � I � 11, . I . . � I I 1 I - , I , .1 . " . "I �, � � � 11 � I I I I "I .11 1, ,�. ., I � - I � I I ", I 11 1. � I � I , , _: , " �. , , 11 I I � I I 11 � 1. ,. I .� � I _! I , I -, I � . r. , � I i 11, I I , I ,� � - . - , ­ I � � I ­ I I I I � . I I I � I I � 11 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 , I � I I See attached drawing, , I I I I � � I - I I � - - ­� I 1 I I ­­ � ­ I . I I � I ­ I . 11 . I 11 .1 - I I I I . I . - �, I � I . . � I I I .1 - I . I I . . 11 � � I � . I - I I - - - I I . I . r � I I I �, I., 11,�,� 11 1, , 11, 1� I . r - I ;, _� � I . , .� � , 1 � � '�­ � -, - I 11 .- r J ­ 1. , , , I � I , �, ., I I - -, I - I 1, � I � I � I I ,�, ,� � - . � '.,O, .1 I I : I I 11, I � , I , r � 11� " I ­ I . ''I I � � - " - �' I ''I I I I I ''I 11 " I I - I . I I I .1 I I . , I . I . � I I 11 I I - I � 11 11 , I � I ­ I I ., I � r � I . I I , I I I I%i I I I - 1 %, �, , I � I I . I I � 11 I I 111 I I I .� � .i ,,� ", -,, � I 1, , I - I � ­1 , I 1, I - I , � � 11 I I � I . I I - ,�, - � I . I � "I I - 11 I - I I I I I . 11 I � � . � I I . z I , - I - " I . - I I - � - 11 '­ � .1 I ". I � , - , , I , � , I �_ � . ,�� I , I I I I : . , """ - I I I . 1, ;1 , . I . � . 'r�' 12�� I : ` I C 1. I : " - I . I - � z ,:: ', , � " I , , I I I 1, . I I � - I ,, ,- , 1 �, , '', . , , I I - 1� 11 I I I 11 1, I � � . 1-1 �. I 1 4� , , - , I � I I , - . I I 11 I 11 I I I I 11-1 I . I I I , � I I I r� I , I � ' ' ' I I . 11 I . � . "I I r I I 11 � I -1 . w e I . s shall be constructed by tightly atuftina ends of, , ' - . �,' Ahtting � - Stra * bal ' fence " I ' , ' ' � 0 1 I 1, � I I I I . I I- I . � . I . I I I 11 I . I I I I r � �' � �1: ""�" �� r ,'. � I I - , � �. 1. I . . � , , � , � � , , ,11 � � , � 1 � I � I 1, 11 �, , 1. . I �' , 11 I . 11 I , , , : ! - � , I - 1, I I � � ,,, I . � 1. I I I 11 I I 'I, � 11 I I . I ,; �111 I I , 11 � I'll., . I I - . I 11, �. 1� I . 11 ., - I . -1 I . I � I I � I - I - 1 I . � I I I I I I , � -1 I I I I I I I � , I I I �'. � I I I - 4 , , , . I I I .1 1, I I , , I I I I 11� I - I I '­ .1 _�, :, , �: �, , " " � � � �� , , � 11 � , I ��, ,�, 1 ',, , � I I I 1, - I , � , - I ,, . " I , I �� 11, . , �' , " � , e I � ­ "�, __ � � I �, 1, � 11 I I I I I 1, .1 ­ � - I I � I . I I ­ I � � �� I I I ,�� � - I - - I I I 11 I I I I I 11 " 1, �� I I ,� . 11 L� 1. � � � , , � , �� � . , �. I I , I I I I , I - %, -, I � I -,� , 1� , I I , 11 � 1'r I I. � 1. I 1, I I I I I � I . I I r � _. . I I I _­ 1, . � I I I 11 . � I - � " 11�_ � :" , I - � -1 I ­� � � . 11 � I 11 ,k, I . . I I . r I % � I I I I I - . I "I _:: ' . I I I I I I I I 11 all be filled with straw. � �,� �,, - ,,, � , � I I I adjacent bales. Gaps between bales sh, � - -1 I , I . I I I I � I . . , . I I ''I r I � . � -1 I I .1 ,� 11 . � . � - I I I I I 11 � . , . 1, . I . � I I I � � . I I � I I I . , �, I , , , I � ­ I 1, � I I � I I 1- 1 , I I , " ''I , _', �� , 1, � I I . I .. - �_ I � I _� I , I ,� . :� 1 11 I � I - 4, I . � I I I I I I � I , 1. I � . � � I'� I I 11 ,� I - I � , ,r I - "I . . I � . I I I 1. I I , I � I � - I � I I I I � � .111, I - - 1, ,,, , I � I 1� I I . 1- . I I I I . , I � , � . I I I A'. I I I'- . I "., I I , I I I �, �, I'll . � " I I L I " , , I'' 1, � I , ,�' .:' ,,, � , ,�. , " � ­- � I ,� ,, � � I , , 11 � , � I , I " I � 1, I'll 'I, "l . I " �, ; ­ � , ,�, . I �� 11 11 . , � , � � : 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 - � , , , � 1, I �', I ,, I � � I I I ,�, I 11�, � I 1, I �; , � ": 1, ,_ I - I 11 .1 11 - 4� , � t , - , , � .:�,;,. `� 11 I , 11 .11, I I I I I, I - I � , '. 11 I r � I - " I I I I I I I ' 11 I I , � ME OR NY10M, I I - � I r � I I I I I - ' ANGLE MS't .STAYX �� I I - I � I � I I 1 2� , � � r, ill , , , , , 11, 1 , ' � I I I , "'. ., . . ' ti ' 11 � I I - 11 : . - I I , . Positicning , All bales'sha.11 b wither- i ' o ed with nvl I e wire-bbu.nd r on or , 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 I � I I , � 1� S, , . I � . �, , , - I , I I I I _: I I I . . I I I I., - I - I - - I I I , , � I � I � I ': � I I r - - : I I 1, I I I � I 1, .1 . � I I 1 11 . 11 � " 11 - .1 , I . . e _� I 11 1. ­ ­�' - , � I I , , "'r �­ � _ �' ,, �_ ,� : � , �, �, , - ,�� '­ .:� ., - '­ I- , " I , r_ I - I ''. I 11 1, I I �1' I � 11, , � ­ BOUND BAU�, PLA CED : , , I I :, I ' //,�,,- , - � I I ,� .1 I ' I I I ,� : � ��, - I � I ,, � ./� �, ,,­,� �­ , � : ; : , - M WARD PREEWOUSLY- �, I I - I 1, I I I , , � � I I ' � . I I I - g is n I . , 11 L" I polypropy ene rope. otton bindin ot �Jlowed. S tr a,w � I 1' ' jute or c' . I I � I � I I r I I I I 'I 'I 111.11� 11.11 ''" 1, - 11.1 , I � e - �,��,,�� I I I ,� t I �,_ I � ��, '11- 1, - I 11 � . I A 1, 11 �,, ��11 , � I � , , - I - , ,,�, ,:,�­ j � , � , �_� 1, - " m­ I � - � I , 11� ,�� ,. �. ,, : :, � �_.,, � � , � I , - , .. 1- I I , , :_ , - 4 : I ,r' - � ­1 I I " � . � I . ­ I I ''I I - I I I 1� 1. - . 11 I , �, I I I .7 11 � I I I . I I I I , I - . � I � � I � � ., I I I I , , , 11 11 r J " � �, , I 11 _ I , 1.� - v , r. I I - : 1 , "; " I I I I � ,4 " , � , " , � � � � I I I I _� . I - - I � I 11 I 1. I � I 1. PARALLEL TO GROUND I - I I I ., , 11,� I I . 1, 11 I - I I - -LAM BALE I - 1, I - I I " �­ I I . 1�: I I ��1111' � 1�­­ �� I- -1 -, 11 I I i - .,� I : � , �, I 11 � , I . I I � " � � 11 , , I 11 � �, I � ­ , � I I I.. I 1, I " � � . . ­ . I r I I 11 .. ,� I I I I � I 11 I I I - I 11 �, 11 11 I - � - I I - I I .1 I .� I - - . I , bal 's - shall be installed so that bindings, e oriented around the I � ,,, ,, I I � e n . . � I 11 . I I - . I 1� 1, _. I I � I I I r I r I I I I I I - I � ,,�,_-r,� , r, , �:� ­1 " � W,­ 11 � � I I - "I � I - I I 1, I , � , � I � I I ., - I I 1.1- I ': I . .: , � ': , - � , .:, 11 - � , I ,� I - I I � , , . I I � , I � I . � I � , , ,' I L , I'll '' � �, , I , � 1 I I -11, I , , I I I I I . , I I I 1, I I : I - ; � I I 11 ­ ­ 1, - 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 I I I I I , I I 11 11 11 I I I I- I . . � I I � � � . I I "I I . I I L I I I - I . I I . � I I .11, I � - I I . � - ­ I I 11 I � I I I I I - I- , I ,i I - ­r I, , I - I . I I I I -,, I . I 1 i � � - I 1. � I I , _1­ 1� 1 , � : , , : �� , I 1- I I- I I ­ � I I : . I I - I I I I I _'11 1. � , r . . I I � � ,� I , 1. 11 "' I . I 1. . I " _; �, � I - I ., n � . I I 11 I I I I I 11 - r � � sides rather than alo g the tops and bottoms of the ba� es to - ,� - I I � � � ;. I I I I I I - ,� I �, � ,'-� ` . y I I r � o� _1 � . : , � I I I I . � I r ' � , " , 11 � , I , , � , � _ �, _:. I I , � I �� I - " - 7 11 I I , , ­­ , ., � � . � I � "I , `�: � , / �� �_� �1 , ,,, . , , �. _� � 1_ �, I - 1�, __ " I I I �, : �, f 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 � � I . - - j � � I ,�� ­ ..' 11 I I I . I � I I I _: ­ � , 1, , I I � � '' :1 � I 11 � I I I � Ir . . I __ . I I I I . I 1- I I I I I � - I , 11 I � I .. I 11 ' r'� 4� - - I 1, ''I - I I I I I I I I t I 1, ,� � - 1, _1 I � I 11 �, ML VOIDS BETWEEN , � I I ' I � . I I I I I I I I , . r I I I I 11 , I I I I I I I � . - I I'll, :� prevent degradation of the bindings. . I . � I � I � � I �� 1, I . I I I - I ­ � I , I I . . . - I 1� I I I I I I � . 11 I I I I . I _. I'' , 1 ; -, : , ,� - � i , ( " I I � � I I i '' " , , I � I I , � L I � I � � I � - - �'��, I I I I I � � I - I 1". �",: ��, 1� .-.1 I'' I � " I 1, I- I �_ ,, � I ,'� I I / _. . , I , I I'� � " � I . I I I I I � . , � ,�, I 1, �:,: . I I , � . - :w I I � I ': . I I � � ,,� - , 1, I �,: _ 11 I I - I I � I A- I � : - 1� � � � ­ � I I I 1� I . I ­ I .1 I I � I - I I I 1. - I I 11� . I 1, -1 1, � I I 11 � - 11 I I I 1. I I , . ,,, I , I � . �11, � :,, � �, '�, "' 1 1 .11, 11 I 1 �5, W ., I I - I I I I . BALt rTH SURPL US � � � I -_ '' I I - .� , � I , 11 11 I . ` I I . W 11 - -- � 1. � I � , . I � I . I I � I I I � . 11 . I I _ . . I I ., � I I.. I I . � I �,_ I I I '' � � "I. �,�, I ,�_­ , -1 be anchored securely by at least t �, Anchoring Each bale wo � . � I I � I I � I � I I , I I � I ;��, �, 1� � �, . I I I I I . I 1, I I I I I r - I , I , I 1. I I I , � 11 � � . I ,� ", I ., , I 1 ,�� , 11 I 11 I '' . I . I 11 I 1, 1, I I I I STRA I I 1-1 - 1, I I � I I'', , �­ . I - �L " 11 I I I I I I I , . . straw should I I � I I 11 I . I � 1. - I I ­ I � " I - , , r, I I I I ,� .1 i , �, . . � 11 11 I , , . I I " I � L � I I I'- �, � I ., �, , ­ . I - I L ,�', , , - I I . ;1 I I I , , r , �,� 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 11 - I I I.. . 11 I 1. I- � I �. - . I I � I . L � I � .. , . I - . I : I I I c L, I I I I I I 1, � �'.1 I- 1, r ", 1-1 I 11 I 4�� , , ­ , - .1 � � , I � � ", � � I 11 �, I I 11 , . . I � , � I . I " , � I I , I r �. L11 I I I . . I � �. , 1 -7h.- 01 . � I I , , ­� " I i 1, . I I ". I I I'll I � � I , �, , I I I - I I � , I .1 , I . ==- : I � , I I I � I I I - , I I I I I - S - I � - , I � , , I ''I, � ,, : �- stakes 'or,re-bars driven below the top of the bale and at lea t 18 . I I 'I'll I :, , . I . -1 . I .� I ' . I I I .1 . I I � I - - � � I I I I I I . I I - , �111� I I 1 - - r � 1, I -1 , I I 1 , � . I i I I - I 1, I 1, I I I I � � � I 11 " � : : , ,,�, � �­, ­z ,� � . - I .1 11, , I , "I I ,,, . I � I . " I I I I I I I , , I ': . � L . � - � . I 11 � : I � I - , : 11 I .� L' I . I � ��, I . I I � I , � I I . I I I 11 I I I I . I I I I , 1. , � L . I � , ': I 11 - I I I I ; . I I , � 11 I : , �1'1 , I I I � . I inches into the -round. , The first stake shall be driven towards , I & I � 11- ,��. . I � I . , I 1, I - � � I I , � 11 � ; 1. I 1, I 11 11� " � I I �, I I "I I I � . I I I � � .1 I I � .1 11, ­ ". , , I I . ,r I . I I I � I I I I � - , , � ­ I I I I . - I , . � I 11 I I ­ I I , I � - I 1, , ��'­� � 1� I I .1 11 I - 1� 'I, � , 1'�� , , - I . r �, I 11 '11, L - � I I 1 . I I I I .11 :"�: , I , "L I I 1-1 "I . 1, � I I I � I � I I I . I I I I I I ­ I I I 1� 11 - t ''I r 11 . . I I I . . I . I I ; I . I 1, I I I . I I _,_1 I 11 � - . I - I'll L � � , I , 1� I I I I I . � � , I I I � � , . now I I I I I .. ,. I I I 1-0 I 1 I � ­ .01 I I I I I . . I I 11 � .. -_ I � I . I ,.,Alr- , *;=;;M� I � :� . il 1 1.1 I 11 1� 11'.1, �: 11 � I I I I I - � � -1 1. �, I I 1. I I � - Exposed �.� , I the pr viously anchored bale to help create a tight fit., I I , e 11� � � . I - �� I I 11 I I � . 11 � I I I - ,-I - � � I . 1, :, _-, - - , I . 11'', , ;,: ", , � : ", , , I I � � ", I I I I - 11 I �'. I I �, 11 I I � I 1. I I I I - - 11 � I I 1� I � , � 1. - .1 , , - . � I I I ,. I " I IL I 11 I 11 �, I 1� I . " I 1:1� : I I , I I 11 ::, � , � I I I � w . I _­1 . ,� . I I r, I ,,�, I ,, I , I - I � � , I I , I - I . I �', � � I I I I I I I , � I 1� � " I � I I A I I I , I I - I I � I � . . - I I I 11 11 I I I I . I I L ,. I 11, , � : � I I I 11 I I .9, : . I I I �, � , - f I . I I �,, , , 1, . I -A o' _­­­�­­r- I I I 2: I �,e I I � I - 1, ���: :1 I I 11 � - — , 11 , ­ - - � I - I FLO Ir , I ;;;;No -- �� I "I �. ., . . ' � ,� , � , 1 I "'' I I -bars should be capped to protect as % " I , ainst injuries. � , �. I I I ­ � I � � I re I I - , , " � I I 11 ,:. � 11 I , � - � . I � ­ 1 . I � ,.. __ '. . I I I � I I %, , I I I ''t I . �� I � I � . I 11 , :: I I - . I I I I I I 11 � - � I " I I I I - I I � - I I ­ L 1, 1: ""'' I I � . I I . � ,� I ,� -1 I 11 I 1, , 1,1, I � I I 1,� : " -I'L � , � :�j�,� , , : , . � - I - I .:�� 1:1 I 1, I I.- - � .� , r , " 1, I :` i , 11 I . , I , � , . I I ­ I I ., ,::, I _ . I ,�, � I �­- '�r I I I , I I I _ , 7 � I . � I _ � - 1, I �'Z_:� .1 .� - "I I " �_ � � - I I 11 I . j , I I � � , - I .. .1 -1 11 - � � - . I I .11 I . I I I � 11, I I � I . � I ­ I -, -1 I I 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 , � , L , I I : I I ''I , . I I 11 I . � ­ , , : , , , , ,�, 1� , I I � I I I I � - ��, 1, "I I , I I . � , L ,�, I ''I . .: 1, .r � I � I , ­ I I I � " I : - - � I I I L I 11 I � I I I I r I I -- . I I I I I I � . I ­ � � L - I r I I I � ,i�' � � ,� � I I I I � I I L I I I I I - I � � , _� I 1� L ­ , 1, I , I 1, �, �,, i 11 I � � , �'�:,, _1 I I .. � I I � � - � . 1 I . � ,r:� :,� - ' ,,,�� 11, � I � , 1-1 11 - I ; I I I I I I I . I . ,�� I 11 — I I - I -, . I,', ­_ '. , I � � 11: � 1, �� , -, " � I . � I I , '' . . . . . . '11 I ,� 11 Ir .. I , - . - I � ,,, ___ . � I I � � I � I I I . � i � I " I � I I I � I - � 11 I ,,, I I I I I �� . L �� � ., 1, � � ', � I �. I . - . I � I I I I , I - I � Inspection and'Afaintenance I I I � I I . � I � I o _ _ I I � V N'l I L I � I I . " I . . I . � , � , . A I - . 14 I �IL1� 1: '! , , . r' . � : ,� , I , ­� I . � �, �; " , ; � I . I I I �, 'I '' I I , I � I � I I , I I I � � , . -1- I 11 , �, � � I I .1 I . I � 1 1, �� I .1, I'll 11�� I �, I : , I I z � I - I " , I . 11 � I I I I I . I I ; - I , I � � I . I . I , I . I � I .� � - - I I - - - � I 11 I .1 I I I I I I -, I I . I _� , � � � I I � . I I I I � I .1 I . 11 ". I I I . I , I - I . � - I I 11 I � I I w 11, " I I- . - , 1 , , , �,� , ,. r 11 � .1 ,�, � I . ,� I 'L I 1: I �1­ I " - �L , J , ­ , , � _­ �' � ....... " I I I I , ''I � I I � , � r­ I" I e , " ,,� , � , , , , I , 11, � I I I 1, I I ": ''. � , I I � " I i � � 11: _.1 , �� �, I I : I I � I :" I I - . I I � I � � � � , I 1� . 11 ­ I I I I � 1, - I . I I 11. 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 1. I ., I . ?; I �­� , I I - I �, , . " .1 �. I � -_ _= . . , I - I ,_ I � I 11 -&R - , I . . . � rr , � 2 RE S7AIM, I r I �, I I I I . I � I I � 11 . � I I I I I I I _. , , ", I �, 11 . , 1, , 1 �, � '' L � I �1 , , � � ,I - , _ * � 11, � ­ � I 1, I I . ? I I 1. , ,, I : Str - 0 � all be in.spected within 2 our 1. , 1. a,,� bale fences sh, 4 h s after each rainfall 'f , �� !! ,��:, L, - I I .. ' � I .1 . I � 'L I � I i I I I I I 1: - , - �,� �, ' ',:, � "'� I I 1. � � I . I I I :.1 11 I I � I , I I I - . L I I I I � � ., � I I � - � - - 1, I z . I � � , � I I I . I I I ''. I - I I 11 . � , I 11 I I � ,� � � I I I 1 14, , , I I I � I I :1 ", , � '' I I I I �, - � '' 1, I I . i - I I �, , `� ', ,4, , ' " ' L' �'' �' , '� '_ I r I I I L' � , $. " , I , I I I , I . I �, I I � j � � I I 11 .1 I 1: - I ­_ - - - e - 1 11 % I I I ''I 1. 1. 1 , � I � _,__­­r ; IL : � I " "I - 11 1. . '' I y � 11 'I- � 11 � I I , 1 112' To 2*:'rN" r I I I -1 I I , I � . , __ I - I � - - I . I'll, � r 11 I i . I � I . I � � 11 1, 0 5 inches or more; daily'dunng periods of prolonged rainfall; and at a I I . I �� I I � I 4, , , ": �, : ,, I � : , ,� , ,� , � : I �11 - � I �� I , � � I I I I I I I I I , I I I I _� I 1. � I . . I I - , - 1 . I I I _. I I . � I I I I I I I � - � . I I , I ­, I 1, - I , I 1, I I - -, . I � I I I I I 11 , , - . � I I I � " I 1 r'', I , 1, I I , ,,, -�, * - "I I - , � , , - , I r � I 11 � - I I ,� " - � � I I � � �- 1! I , I I" . I" : '' �, I � I I . I � �, � ,� I I - - I � � I I . I � , : , % I _,�I= , " � 11 � I ­ I I 11 ,, � I I - =_­ �M � , I - � I , I , I , L, �� I I ­ � I . , I GROUND_ - _ _ , I -I' , � I I I � - ­ I I -.Ri �� .1 I I I I I � I ­ � . , - I I 11 11 � ------- I=-- I . - :� � A� � � ­ - 1% . I � I � I I I I � ' - , I I . - : " ��: � ' I 'w_ ' iM � I ce a eek. Re air or replacement should be a e . I I um on I - I minim f z ; . � I - p I I - 11 I �_! i, � I � I'll I I r � ,� I 1: , I " 1�� " � ­1 L I I il I I I I 1. I � . 1 5 1 , I I I I � I ''. I ­1 11 'J, , , I � _ ,j ­1 , ��� � , �, � , � ­, I � - I � : I I � I I I I � � I I r. . I I I 1: I I �, I I � -1 I . I � � I � I I I - I - . I I I I _. I I I e � - I - . I . I I I I . I � I . I I I I I I r I I I � � I I I , . � ,,, I I I I 4 1 1 1 , I .11 ' I I . � I I � . , I , � - I �:, 11 � � I - I �� I I " I 11 - I I I I i � I "', = � -_ , � I I I - I .1 == __ - __ I I , _� I �L - I . I I I A � � 11 I - I . I I 11 � " I . I . � I � - � � � I , I � I � . 1, I '. � � � I I I � , I ,� I 1, I I I I I 1. I I -11 � � � 1, � . I I , 11, .11 � I I I "I I /. �' I .1 1, � _r � I I I - I � I I . ",7 I �:, '' , _, 1. :,. ,1� 1- 1, 11 I . I " . , � I . �.' . .�, , I I I � . I � 1. . I 11 '_� � I � L � . I � 11 11 , � ­: . I I '' I I 11 , I r, �, , I : I I I I I " , I , � ly- � , ., I � I �, I . � � �� I , I - I I I , I - I . I � I - 1. immechate, � I I I � I . 11 , I . . I I I � . I . I ,;� ", z I : I "" i i I 1 , I 1 o I I . I � I I .1 I I L I - I I I , I I 11 I I ,�L � I �.. � " I .1 I I , , I � I - I I I - � � - `,�,� � ­ -1 1� ,� , ,_ , 1, I � : � ", �.�� , � , � 11 I � I 1, � I I I : I � I �.. � . I I - I . I 11 I � ­ � � � ; � , 11 . r �� - � � . I � 11 I I .1-, 11 I I . ­ . T I .1 11 I 11 I I I I . L I I I I 11 , I , I � * ,� � , I I I'll. - � ­ ,� , �, �� �: '' ­ � I � - I I � I I I I - 1. I - I I � � � 1, I - . � I I I I I � . I I I I I - -1 I 11 I I., � ., I I I I 1, I .� �: , I I I I � I i I ,� � I � I � ", I I I 11 I : , , ": - 1 , � � � 11 I I . I 11 � � � 1, - �_ � I , I I I � I . I I I , 1, I I I I ANC1109LYi2 DM �, . I , 11 � 1, - I I I � I - � I I - I I - I I I , � I I , � I .. 11 ".I �, 11 , ­ � I . I I I � I - - �­ I I ; 'S dimen't deposits should,b6 removed aftei"e ch�storm e n and before .. � . e a ve f 2.'' � I .i I �', � I I i ­ �i i �� : ! I I 11 . I �! I I I 11 I 'I, I I 11 I I I I I I I � -1 , I � I I I I I � I � 11 11 I I - . I I I ,� I � I I I I I I I I � I I I I 1. I - I 1, I I � � I I I I I � I � I I I - I I IL I I I I I I . . - I I I . � " 11 � � I � � I 11 �11 . �_ 1. I ,�, � 1: I - I I I I � �11 I � - I I I' L''", I . I - r 11 - I I I � - .- I � , � I I r I I 11 I � -third the height of the fen I I 11 � I 1� I �, ', �, I � I I I- � � � , de'posits'reach one ce. I 1� � I . I . . I � I 11 I �, I , I I11 .11 ! II F. 1� 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 1, I I - . . I I I !TVJ1.E= I I I I I ,, I L L � I I � I I I I I I I I I , � I I I . I . . I I I . I I i - I ; 11 ,� 11 I � � I I . � I. BAL-FS SIIALL R F PLA CED [IV A ROP' rMH ENDS 77G=, Y AE UMil NG ME ADJA CEN7 I I I � . . I . E I R4LES- FLL 7WE VOIDS =YMV 8,(LXF "M SURPLUS SMAIF PLACE BAI�S , 11 1. I I . I W,7H BISDINC PARA._U_rL rO GROUND SURF -ACE I I I I I I I I " 1, I I I I � ED IN 77 e - ,4,r M 2, rRER_r.LPOSnr3LF F-,ACI-.r R41-F SH�LL BE FJdl,RFDD Tr FOIL ,4 1 LVU;f OF 4 11, I I ; I I I I I I I P, f � - I . I I " INCHES, - Bl,a'S SHALZ, FE CECUREI.�' ANCIIJ.,TED IN PLACE 5Y ,?,16 LVCH P-ER4,R S�,,kTS I I I . I I , t I � - , -v 17H 777-,'E � 1:� 77 - T e., - 111pi, 171V 7'.1_.rJ'?r;Z,;1Z MLZZ HE MS.-, E744A,-, "" Z�4­Y a4l,X SIW;� VE A_NCLF`JP I C0T,4r1,,7_1(),, ,)1,r1,,,,%,,� 1,". k k STANDARD MOSION 1, ,� 11 il k t I � �, I �� I . - ' "RFt'riC - __F _;E F - '1-AF7 . 4Jrk1!DS ';71'1� ' �'�T_ ff�A,!-'� 7'0 .rV�0'-* "ji. ��Q)��_, M­ LT,ER I � ._ ") � � �. I � i . . .1 4 RAL�� SHAH-; ^ FF b � ' 'OUP("' BY FJTM,T,:` WIFE OP Y"ZM POPE 7-11-9 ACR0f--_Y 77i'I I I � � I �� i 1. I I HA Y ,F,?,AL,��-�7 , I ­­­ . i I ' I � I , I c 1MA,LkM11_11V�K(:r_1 Y-r" t­ pEwrof-WED, A.!7 k",E'4��;,'D. -�. . ,,, �­ I 1� - PROVED, . -Or-, C 'A ! I � I � � I � 1 ,*;,7=3�u: *w­" - 1) T � 1) 11�%, '' . , ,� -w _--�w­­­­,­.i � ,'NICIPAII _� , , ­_.- I--, """""', ��,,, , ��_-,�,_ M 4 ", � / ­�, I � I - . 0 1.('AFv 0 I 11 � �: I � : Y�,,­.,; � _­� � �'��Uj­ X \__1 11 �,Y_ . .5 ,�W*()!� i . B�N,*T 4-;?.,0- , i _L1,7 — _­­ Q'TR_A F EA " , F, ��,.,,_�," I � �_,L �..�J� - �-, t. � , _ - � J� .", , �" I [ 1.1.1.�11 ,�"7"l 210:� '10111J,M,�,, 1')W%,i,: !,��\, ! r � ��4 .� , . h-, , , 1 I I � t� . . i . IL i / , , 'i !� I " t � , I �11 11 i STAT'' ",1 T L"Y " ' ' '-"/ " I ! / k � ) � ... ,.,j COLLEW�: ii ; , I _ - .G,c f , ,.�, � � , , , 11-. I . , I � , - f � , M!, t-r!_1 "--- _..",_�__�;,'! , ___­ .f 1305 - i K I " _j� PA (4 0 9) 6 9: i - �5: 35 9 3 ' %f i I T t-1 jj'� �,­(� ka, -(/ / i `� 1',"yt1(J`tt('e,r`,N,g - 1'1(t-,1,'t1L Li � .11 I - - I - CUMv- I I '�'O' .oiRUICTI 1�1� 1,'��­,;,�,- 1�1,­, ,�r��­,;-V,-,,.­, ­'­_ ,��, TWW�4 �_-,�Illi — ,�'­ �­_­ , �,, � ;,, ,: ., ,., !,,"� , I ­ 1, , §_­ I : ," - ,,, I __ , - "" -, ­­­ - ,�'. �V,_,, � 1'�,M� , 14,��,� ��,� �,,� 'W � � . I �, 7 I � � , �1,14­ i� � ", - :, , ! , , �, ��,.� � , , , , � � , ,� "., , , ". ,,, , , � - " � I I ,� ',� , - , �­ �T, , M� . �- , ' ,1 I 1- r I - 1 � 11 "', " ­­­ ­ ....... � ­, I ­ - �( I I I I I � � _ _­'��."­­ ­, , � I � � 7 � , �, � !�', � , ,� - � - " � ­ ­ ", ' ' " , �' " � "� I ­ -, ; � I , 1, '- ­. ­ I -_ - , , I I � , I I , " �� N! LEI Z I Lti O Qr J O >- Ln TIE TO EXIST. 18'/WL XIST. FIRE HYDRA 30-- 15_ 0 30 60 90 i PROPOSED 80 LF BORE Exi /NG /2©N��GEO CpNceE7� i l � j UNDER HARVEY ROADH KV T M )AU A E i - I , EXIST. 8 WL -- C CA L E: >> _ v -0 PROPOSED 12" PVC WL "A" ASPHALT PAVEMENT 1t i , 1 68' BB (N0M.) 021. J'- I I `��`� � �' ��� -B/C HARVEY �� /T�f/�xi ii✓� �� �g �� �. IV r� •5,s�E B C TACO BELL EXIT TP2 �, N - �' _ -----,--a----o----s� „f M2o�SD�✓T/�'� ----_ - -----e��� ��� -_�U '6 f�✓ Se �� `` �� ��� XIST. SS MANHOLE EXIST. 15" SANITARY SEWER % P20' UNDERGROUND-FLECTRIC-AND- _b 2 ��e $ox T IST. SS MANHOLE PUBLIC UTILITY EASEMENT EXIST. GAS METER ; / ° jr XIST, SS MANHOLE I AL LICHT POLE T. r - - SS-- -- -------- - - - POWER Pol ----- -- - - - -- ----- - ¢x1sT���uE-R---P� 8 -- CC Cam• 5 ,------- � --- - --- - ----- •_ " - �� CI —SIGNAL LIGHT POLE S 45*45'53" W __53 ��-5--C_1 - - - t�qy -- -'�° ;" - —i-GR��S- - - 1 21�•�b r P01 ER POLE I EXIST. FIRE HYDRANT & AtvF S 45 45 53 > >►�> " - - -------------------------------- ---- -- -- --- -- --- -- --- -- -- - --- - - w - -_ - C.- E ---- --- - - _ EXIST. 'WATER 0 40 ®. 2 L J�'�Z PROP. 6" SEWER SERVICE o')"urp DO[ E W 2� l : ,z - j ai? 2�f �i %JII. - - ---- -- EXIST. 8 P C WL �. o � - _ - -�� METER. &AVAIVE �• zs EeZa Or. 6 SEWER SERVIC v EXIST. POWER POL 41 BEHIND B/C a X p " 0 283.25 —� I wN EXIST. WATER EXIST. 6" PVC • ------ - o. (�'2�� 1/�zgo �ti� 2_'`F ONT- ,� - 4r n��J• METER & VALVE TIE TO EXIST. 8" V!I.. I BUS_ f8,'.31 7 . �( :• z7/o. ' 2, /Z , 2�1•d> PROPOSED 8" WL 10, UTILITY - (���' gyl� v I���y`i"�/� r�t r /ter co EASEMENT O 1 ti��� �v �r� i PROPOSED FIRE RiYDRA►�T�1 16� L 6 /� / rl+� � 2�'y' " _ r/�"�� ,�v�G� � I �G�,� �/ j r/ N�2.6o.sS �• •, — B/C SNEAKERS �� q4 mil+' / �,.` , fig, I ?� �Epe / 277• 50 I PARKING LOT o' �. I ti U WY� 159000 S.E. BLDG. I I I I I \ I ! _ �: -- '�l ��/�/��/f /o-o t/Qe /� T 3 I-- U ,� j.i I I I I__t._ �G cp PRE -CONSTRUCTION 1 , o; �n I,� ��,,v._ o Z w �- RETAIL SALES SERVICE I I I -�- ,1 , ��� _ — - - - I %� Q I / ! I _ 1 uu YtAK FLOOD RLAIP� LINE ` �C ►"' TIC-- $�If'% L�O� �� O7Vr5 2 �- `y �' o .. I (y ; , I I .. � i � $ti• I -�-+ I T ti I ic_t ^��% � ��O __—__AS LOCATED ON THE CROU D ?vv6ZH1_jo oz I N I . F. F. = Z�% J��! i �'1� �P - I }- �� �� o �'I� PER NATHAN D. tMAIFR �I _w - -- OFP Q N F--- O) r I / % a w f- �- �_ FLOOD STUDY ZQ> �a L - � '� v �D -I ! I I V� mow ' 0 ACCESS n,�� �C.ya Zpy3' I.J 3II V w _� ���� i I �1,� / - 2y. J®'®®® S.f .��G. I 4 e O Q N O O M• W EASEMENT I Ill w _ = I ti - - ___ m� -I I ,�t' $ ti� E AIL SALES/SERVICE �' o w O� J T BY PLAT I I,% .� � . \ Zak ` q Tv �� /�'�waQ� 1 > - r LJ �,� o �� " / /- / - • '-`. ��I p -- -i- i - rt --- ---- •k �D�2 ti _- 9tiPROPOSED 47' B.B. PUBLIC STREET C' 10' DRAI9N/AopGeE oI 0 , I %G�Z✓����0 V EASEMENT U� ti ••' _l- / - ll� � 1 ��XX/!(it j on _ _ o ti� y ° I P �a�� 4 ��-�III�x L z'�E=GT/ N i1;,�L� I ' 2 8 0 Zy'n�' F ( � �_ — �G I � ti�a ��� ILDIN7.5' SIDE BUG LIN EJ p Ah CONCRETE 1 / 5 Sipe �`2 ``i ± • I( a �8, �ru � � U ` I' � � ` 11 � d L-: p�(,/JI I 1 1 r i 4— '(ItiG1�� I# • I v I •. �,� i \ Tv w I Q q1, q� ,�� T ( I� I \ 3 � � s - _ `� � ,1 , ivBRiCK 'ap- PAVER� �W 2Ib I J\I BUILDING LINE--' � s - -- 6 0,1 I Ai I / �/ np uifit' �1.�fL1'�' _ o�.jil fl �Q 12 qa t4� tig� �� Z�m ��� o0 2�ij/2u�i Iv�� DTP �2�9.b�1 O V Jfl'. ,� "lJk'� .0__.__y/1. b" -.'e. n�� - - u%1� ,'/ i ✓� U/`i ----'-_'_- 278 o bl��� $° ��-0.'II�V ��Pv JIP ��G� ti A� U 1� lPL �1j3 DIUMPSTEa !lIA"' EA , �] WI �� gyp, 20' REAR (! 1 , "fi^ Y I 2 ! 6 ,�- �l r�� ® 2" DIA. EARS AT 12 C C BO H = C� I �L N 2g1.4�ti ,P m ( l BUILDING LINE �f d !a - L W/ SCREE F`ENC/E ��I ✓1- !./G �G�'" Q �Z. j .i 3 . �f �I� I i I 0 �ti�'�a� ����� I I \ i y ��ti� r�° �� �ww2 o e N6/f d'V��i/Nv�N� tow U Io o i �� / �. `� � �. �y= -- � , •� � e vG D K 1�-�- i 0 o Q !h -- f �� ,� I �I I� ,� J} �4 •,� i ( ` pn� , �� �� ti�� �-� �' 1 $,,� �o � D �e Q PLAN- Vlew n- I L" �'� o�o `" "� ' . cV O [Y Z ti� �qo` I S - -- --�- ---� --_L- --1— 1 — q� ( / y� / / \ 0 1 ♦�oq r STD. CAST IRON MANHOLE Li O Q ° I L� " _ '� p �`i� 1 " 2 CIA. BARS A3 COVER & FRAME (24'" D,A.;. Q — / \\\ �' _ -�- �j, rn /-y- /L v' fir '"1 6" O.C. BOTH WAYS " O LY = Q w vl I% /FIiVGOk(�." o� - =o n��q- '' �(jl I •' t'>S p�G �^t� ' / n 7c� l ice° — O U Z .o �\ ` �p� DUh PSTE AREA Ira T ��� G�f7r' �� `c `'= -"- ]� �*'a �~ O I-- - l a� I , FUTURE q 1 W/ SCf EEN FENCE w�J j1,J '�' N tip' O w O STREET °° \_ G� �►►T (1� �Q An 'l� 1 �� V �z. �' / D t .� 21�•�1 , Ja� ' �C� j/; -•� I �. Z H Z i } �I I �� ��� �o �i�j;Jl" -� Z� / °,i✓N'y`` FUTURE ��+/ 7 r I �� 1 I m 0 • ' .� /Dp i YID ,Y'�i�-- j-=' PEDESTRIAN fo� X 0 l ✓ e•� 2a' � I t g. wQ� p F'1 ! d � - � y� � � F � � iiC.y TRAIL N i „t, ',��� � i �f • � (� ! n o �l� �� 1 �r•= (Y .� \ � � �%�" �� �)IA. BARS �� LOT LINE IS o.c. BOTH 'AYS -FLOODWAY LINE ,),+ DIA- BARS c f � Q a 1 0-C BOTH WA` , Y ° �� -� - -LNG iLLJ TEM�O ARY � N U �" - - , .... TN _ - • ' '� Q CRUSI- (D . e�- �� �; � � -' :- �/ p� �- f�.�/ v% 11 \ /x�„ ° I o ! / ` K,vI / Div -- V / i '/ Q j 1=-AII E'S •' �� �� �� r)(�(� L DEDICATION AREA �� WOLF PEN CREEK "-p"A�li � -/ -- ---fin--- p 0- .w;'�?1 ,Q,G•�pl��" DEDICATION LINE / pZ�g''� /�— °' � /J� Q � 2.0' PROFILE VIEW o 1 ! -I �- , r\�`0 f� `y��wAwt�JVh1�' AGE �la� "" STANDARD CURB INLET m / 1A % �� _ (NTS) �!j/� NOW OR 'FORMERLY FLow L� W FR�; u xr � , CITY OF COLLEGE STATION - UNICIPAL DE y.r � �' _ ,_ MVELOPMENT GROUP `\ j, I ti d �, �. .• � NE` Y ,' 203_HOLLEMAN DRIVE EAST CURB CUT DETAIL i 6 O .•?/ ,__., 409 693 53590N, TEXAS 77840 /� ' I PLUG & BLOWOFF ��'� d�' �}'� �� °-� ''' ZONED WPC f1 ( ) G'L'J'c ( (NTS) -,�: 2 7 6' I / 1 � cam + ' wr �r j N I Engineering Planning Sur v e ying VA SrR I ' GRA®ING ADD DRAINAGE RLKI 'DIQ���IO(V V� � VI\F1lJIIVV NIVV VI\NIIVFIVL f-L..HItl t / FOR € 274 NUMBER DELTA ANGLE CHORD DIRECTION TANGENT RADIUS ARC LENGTH CHORD LENGTH C1 09'02'49" -- S 39'42'42"_ E _ 47.77- _ 603.80 �95.34 95.24 il ALL H I✓ A D W,4L L_ 1 O LA. T L L_T .S T R Lk CTLA R-E S To 13 tZ— ANGLED -CO D1SC•NAP GE P14i214LL�FL--t-o STRe�4M r=Low 4N' C� -Fco 3 � /I-PP1Z oUEo t3Y G lT y e7N6/nl�F_/2 . r I 16/1t/96 i.J.. r GKT I /?bj/si5 J3ox Nofc - Dele -c C017fou✓ -- /NFL Rev/5/oNs P�/� G/Ty C j/O// /y(" CKT jj !0//o/9G GK-? f,���lsloNs �cK GITy CoMM, ��liS A B-28-96 E.H. FOR APPROVAL Rev. Date By Comment LOT 1 3.482 NET ACRES LACOUR SUBDIVISION MORGAN RECTOR . LEAGUE, A-46 COLLEGE -STATION, BRAZOS COUNTY, TEXAS Prepared for: Scale: 1 30' Sheet: i SCC DEVELOPMENT Date: AUGUST, 1996 I 2121 SAGE ROAD, SUITE 380 -- --- HOUSTON, TX 77056 J Drawn By: EARL HAVEL M . D. G. N o. 2751 — 0005 1 1 B/C TACO BELL EXIT PROP, R=25' BC FUTURE R=25' BC OF---7"- WARP INTO EXIST. TACO BELL EXIT) 12" PVC WIL "A" > PROP. KYLE ST. EXT. MANHULL G (TO BE BUILT UPON Sil AL LIGHT POLE ��.RQVALE_R -P-GLE­---- CLOSING OF EX. TACO C>--SIGNAL LIGHT POLE BELL. EXIT) 4 3" -- 70.p FT - PROPOSED 8" WL "B" LE 5045 5 0 10' UTILITY z�� 7' 0 EASEMENT - ► Lh I _J 0 < Ld I. a- W z 00 cr) U LLJ X i. -4 in O 0 Ld Li A A A- 0 C-) ME 0®w z 0 I C*1111 Z:) 0 L__ Ln 4.4 :D 0 z < > 0 Ia 30' ACCESS EASEMENT BY PLAT PROPOSED 4 7' 13. B.-f PUBLIC STREET O 0 C) 15,9000 S.F. RETAIL SALES. B/C HARVEY IST. SS MANHOLE S 45045-15", /R 0 P. 6" SEWER SERVICE PROP. 2" PVC WATER SERVICE FIANEF XIST. 15" SANITARY SEWER EXIST. POWER PO ASPHALT PAVEMENT 68' BB (NOM.) 0 _UUDZRGR0UN-D--ELEC.TR1C F+IC UTILITY EASEMENT EXIST. GAS METER LNU UI­ EXIST. .-POWER POLE V -----PYLON SIGN PROP. 6" SEWt� SERVICE- 'LANDSCAPE SCREEN, 41' BEHIND B/C AND METER SERVICE ARES (SEE 2 RONT LANDSCtPE FLAN) NC PROP. 2" PVC WATER SERVICE LINE 'TION POWER POLE PROPOSED 8" W1. __-R/C SNEAKERS PARKING LOT LINE -AIN CROUND _J to M A I E R 5 )-fa- U F- 0 Ld - LL_ 7E 00 _j C L) Lo LLJ G. DO Lr) Z 0 /ICE (p (J1 000 3-: < Z 0 Ld C) 0 z ly > 10' DRAINACE EASEMENT Ij _*J II i C) 7.5' SIDE BUILDING LINE - CONCRETE 7.5' SIDE LLI PAVERS BUILDING L.INE­ I WI E P BLIC BRICK --y r 0 ILITY1 EASr.ME"`II1 HYDRANT. CENTER)'% PRICK P 1-4- -AVERS PROPOSED FIRE HYDRANT -DukAPSTER AREA f. -20'REAR BUILDING LINE SCREEN FENCE ct :D FIRE LAN SIGN, J_ z __7 � V11 OADING DOCK (I 9'y" 0 0 L 1.0 OL- LAJ 0 U 1 7J 7 iv 0 < 0 0 CC U < 7II 0 U N I 3LLJ 0 0 2' H Z Lli __J < 0- < DO C) M M L _Lj UJ —Z 1 0 > 30 15 0 30 60 "C' A n Contract' cri Joint Spacing Proper f inishinc of concrete pavements requires t*--- use of sawed and sealed joints which should be designed in accordance with current American Concrete institute guidelines. Transverse or longitudinal contraction joints should not exceed the recommend joint spacing shown below. Transverse joints divide the paving lanes into panels. The contraction joint pattern should divide the pavement into panels that are approximately square. NOTE: SHADING INDICATES 6" PAVEMENT THICKNESS. REMAINING PAVEMENT SHOULD BE 5" IN THICKNESS T Aft W v --::P_UyP­STE`V­ AREA W/ SCREEN FENCE 1. FUTURE STREET EXPANSION JOINT CONSTRUCTION OR "SAVVED" JOINT 40'MAX JOINT SPACING - PLAN N.T.S. SEE NOTE J 591 MINIMUM 1" DEPTH SAW CUT MASONRY I I I� - -- \ —� �_ 3 L' I --- \ 953 5 9 DUMPS] E-JR I LOT N` Y FLOOD\&AY Ufi TE40qIRY CRU S J�-CCESs WOLF PEN CREEK _RW I, — DEDICATION AREA -(SEL �COAT- -T P) 100 6 1" \\ DEDICATION LINE R PLUG & BLOWOFF ZONED WPC 1/2- EXPANSION JOINT MATERIAL & SEALANT 4- THK. (MIN.) REINFORCED 21/4!2"DIA. DOWEL BARS X LENGTH WITH PLASTIC (MIN. DEPTH OF SEALANT 3/4) SLEEVE AT 32" CENTERS CONCRETE SIDEWALKS T J EXP. . MINIMUM DEPTH EWOOD FLOAT FINISH LOPE 0 MIN. -3/16"/FT 0- T TO EXCEED 2% 7 CURB & CUTTER TJOINTTYPICAL CONTRACTION JOINT \--_______ �,// // // // // / YPICAL EXPANSION , (ca 5' SPACING) 50' SPACING, AND AT ALL 2" DIA. BARS S 0 OTHER JOININGS, WITH 12 O.C. BOTH WAYS CONCRETE STRUCTURES EXPANSION JOINT AND DOWEL/ 2" SAND CU.SHION PER STANDARD SPECIFICATIONS COMPACTED SUBCRADE- EXPANSION JOINT CONTRACTION JOINT L CROSS SECTION (ABUTTING CURB) (NTS) 4) 0" WIDE LANDING CON CRETE 24 2" 2 16 WIRE. MESH OR 3/8" DIA. BARS AT 12" CENTERS MIN. -MIN. BACKFILL 2" WOOD FLOAT FINISH---,, BACKFILL A. I . . 1 12:1 SLOPE DOS WN 114 4 4_( , A 4' 0"LIGHT SGOP-C FINISH -' 4' 0" MIN. 7-N7-771�7-,- 7 PAR WITHIN. LIMITS OF RAMP JN ---112" k A CROSS SECTION (ISOLATED FROM CURB) 6' 0" MIN.- (NTS) \-CURB RETURN EXIST. CURB & CUTTER RAMP DETAIL STANDARD CONCRETE SIDEWALK DETAILS Wx'l P S i R U C T. AROUIJD 'A D C 11 (,URI3 \ N T I ICHNC, Si -AP W/ 11,11 21 EACH SIDE ryp� B A RS E3' [I'll EACH WAY REINFORCED W1 113 BARS CIINF, 2 L _OPE TO DRAIN 0 U M R P E P A i 1 _; - 3" U NICITUUDINAL. DIA. 11\1 3 SEAL WIJOINT MATERIAL 1/2" DIA. SMOOTH (GRAY SONOMERIC C'T SEALANT .I- I #6 X 1 X' SMOOTH DOWEL (n BAR P 24" MIN. L.ENICTH OR APPROVED EQUAL 18" O.C. (GREASE ONE END) @ 19' CENTER S, 11" SEALANT DEPTH) 2 4',. PREFORMED METAL. JOINT FOR LOAD TRANSFER 1, 'A E NhR' I N '!C, I 114" R 6" A" I 15" - DIA. TO BE 1/16" CREATER THAN DIA. OF DOWEL BAR NON -EXTRUDING PLASTIC . . '�/ 1 N FILLER METAL UK CAP WITH INSIDE '4 #3 BARS 4 O.C. EACH WAY #3 BARS 0 18' O.C. EACH WAY EXPANSION JOINT 12", 3" _:- " ,_3" --LONGITUDINAL--LONCITUDINAL 112" DIA..--`" F 0 6 CENTER JOINT DETAIL . i (NTS) CONSTRLL]ION OR EXPANSION 3" 4. 7'12. JOINT (SEE THIS SHEET) A 3" 112- PREFORMED EXPANSION JOINT -1- • -- :_ _ -_-- __ -_r •._ •__ _--__—. L-_--J-- REFER TO C.O.C.S. STD. CURB IN ACCORDANCE WITH TXDOT STANDARD CUTTER DETAIL THIS SHEET SPECIFICATIONS SEC. 436, 1982 2 A" EDITION SEAL JOINTS WITH RUSCO O.C. #6 Y 14!' SMOOTH DOWEL @ SEALER OR EQUAL.-__ 18(GREASE ONE END) TYPICAL C U R B% AND G UTTEN" 4 "'"S S EU' TI OIN #3 BARS 0 18- O.C. EACH WAY (NTS) PARKINC DRIVEWAY LANE PARKING TYPICAL VALLEY GUTTER CROSS SECTION (NTS) F 11/13/96 �4.g. PER CLIENT /s\ L!O 1'q(,. 0/, � hi P4.6, P Ev- C F_N T C T7 61<-7- 10 -14-96 E.U. E-O R APPROVAL Rev. Date By Comment #3 BARS C 18" 0 C. EACH VVAY 7, A. CONSTRUCTION OR "SAW -CUT" JOINT N.T.S FlAk R -1 r, L[H SHRI AGE 1-0 A\1 t) APPLY AH Allflk k" � W BARS I s i I-D P 1 A 111\1 D 11 P MU NICIPAL DEVELOPMENT GROUP 1 ka T203 HOLLEMAN DRIVE EAST I N . 11COLLEGE STATION, TEXAS 77840 7 (409)693-5359 Engineering Planning Surveying A PAVING PLAF1 FOR LOT 1 3.482 NET ACRES LACOUR SUBDIVISION MORGAN RECTOR LEAGUE, A-46 COLLEGE STATION, BRAZOS rC.! Ty, TEXAS Prepared for: 17! 30' SCC DEVELOPMENT -D 11 NOVEMBER, 1996 2121 SAGE ROAD, SUITE 380 HOUSTON, TX 77056 DroI,y ERICUNGAR M.D.G. No. 2751 000581 MA TCH LINE WATERLINE " B" STATION 0+65.00 ��" _ _ EXISTINC 18" WATERLINE • EMT. GAS LINT --, I I STA ++00 BEGIN PROPOSED 1 2' PVC WATERLINE "A" TIE INTO EXISTING 18" WATERLINE, PROVIDE & INSTALL 1- 18" X 12" M.J. .TAPPING SLEEVE I & CATE V.4VE W / CONC. THRUST BLOCKINC I L_�--�_ _ --__.______________1. - - - -. I I / NOTE: CONTRACTOR MUST VERIFY EXACT HORIZ. & VERT. LOCATION OF EXIST. 18 WATERLINE PRIOR i TO SETTI- FORE LGCA T ION. -- f I I III ! EXIST.SIGNAL I 1 I LIGHT POLE ---- I } EXIST. `J OROPOSED 95 LF PO --RE UNDER HARVEY ROA P�ON�E�R , I OL _ ---- 1 I'00 -_-_---_- _--_ -_ -o- _ �/ NOTE: EXISTING POWER OLE MAY NEED GUY i WIRING AND/OR OTHER S PPORT DURING 11 WATERLINE CONSTRUCTION CONTACT TONY EXIST. FH & 1 1 MICHALSKY (409-764--3660) 48 HRS. BEFORE WV (TO REMAI I') BEGINNING TRENCHING. I L--------J EXIST. 15" S> N. SEWERLINE & MANHOLE I EXISTING CURB----., I I I I i o w PROP. R=25' BC v (WARP INTO EXIST. TACO BELL E .IT.)�' ID . - I-------- - `�__,, Lij co FUTURE R=25' EC OF - - ! \ > PROP. KYLE ST. EXT. ' (TO BE BUILT UPON / ---_- \ �BFLL CLOSINC OF EX. TACO/ <C\ EXIT) _­_ I I -I PROP ED 8" PVC WATERLINE "B" 1 DR'14 C900 CLASS 200 ,CLAIS D EMBEDMENT _ _ 1 4 e-. r I-------- 0 � 0 . F . BLDG.i I STA. 3+1 7.02 PROVIDE AND INSTALL 1 - 1 2" X 6" M.J. I U0' WI°EPUBLIC ASEMENT I TEE W/ CONC. THRUST BLOC:KINC, PROVIDE AND INSTALL I I PROPERT f / I I 1 - TYPE 3 FIRE HYDRANT ON 6 PVC FIREI, INE W/ 6" LINE i (EXTEND 5 PAST ;CATE VALVE AND ALL NECESSARY APPURTENANCES I 1 H Y D R A N C F N T F R 11 );, ! .._ _---- _.-. -- --_ _------ ---- ----- --- --- -- -- -._ ----- ___,__ _------- - -- __ - - .- ------_.-_ -- _ - -__ _...._ _ b'�-,F I i S T.A. 3+ 5 J. 5 0 END 1 d. �ti' A T F F< L I Ta E"A"; F f� G v i C E d 1TA. 1 +19,1 1 �NI "A" = STA. 0400 8" WL "B" �- ' & iN` TALI_ 1 - F3" M.J. CATE VALVE & 1 2" 1 Y/ �ROVIDF & INSTALL. 1 - 12" X 8" M.J. TEE & CATE FROFOSED R,O.W. LINE FOR I j I BLOW -OFF ASSEMiBI Y W/ CONC. THRUST FE; CC KING ALVE (ON WL. "P") W/ CONC. THRUST PLOCKINC 11 KYLE ST. EXTENSIONS � I 1 UNDERCROUND F-ER COCS STD. DETAIL -- ---- - -------- , i - - -- - - - - - -- - -- -_ - ---- --_. -- ----------� -- -- -- -- -- / -- I 2+00 3+00 i -- - _ _ --� - - -- --- -r - -- 6 - . q. . r, v a.- - -- - - --- - - --- - - DEWALK Sr a o. - a - SI . .� c 'D IJ�- "�-ate_-_ . I \tf PROPOSED 12" PVC WATERLINE "A" � r, „ °' + --_.�+ .____.-- ,_.��,_ F I R E LANE SI C N N +I \SIDEWALKC(T DR 14 C900 CLASS 200 � F.) M CLASS D EMBEDMENT N "A" DEFLECT WATERLINE HORIZONTAL-LY(__'III - --- - - -- ----- -�I ___,, 3.2' IN 66.7 LF (1,1' DER JC)INT) TO MAINTAIN ALICNMENT E0' LJ',IC" EASEMENT ELECT�IC EASEMENT PROPOSED KYLE ST. EXTENSION 70' ROW - 47' BC - 0.562 ACRE 30' ACCESS-- 1_� EASEMENT __. D _ , ' -- __ 10 _ __-_ ___�Q _ -1, 10 . --- -. ----. - - IQ . - -c --t- -- -- - _ _ 10' UTILITY EASEMENT��� - --- a V - - - - - EXIST. POWER POLE I & OVERHEAD SERVICE I I NOW OR FORMERLY I I I AUSTACO INC, I I Vnl i iwF z98, rArF 1 EC) I I __ LOT 1 I MAx F' -'\� NOTES: I --= -,- 1. CASING SFAt,ERS ARE TO BE ALL STAINLESS STEEL AS MANtJFACiUkED 6Y CASCADE wATERWORFS MANUFACTURING COMPANY THE BOARDWALK DIP LOCK �O:N? TYPE CARRIER % \ �',;\ OR APPROVED EGUAI AND SHALL l BE INSTALLED PER MANl1FACTl/RER SPECIFICATIONS. MINIMUM REQUIREMENT SHAI 1. 6E PIE WIfH HONUEU JOINTS IN 8 -i \\ TIIREE (3) SPACERS PER TWENTY FOOT (20') OF PIPE LENGTH. THIS REQUIREMENT SHALL SUPERCEDE ANY MANUFACTURER VOLUME 498 PAGE �327 MIL. P0_fwnAP (SEE NOTE 4) �i - '.\ \" RECOMMENDATIONS UNLESS THEY EXCEED THIS REQUIREMENT. , -��.i% / �1 ,i 2. CASINO SPACERS 10 BE LOCATED AS TO PROVIOF A MAXIMUM OF ONF INCH (I") CIFARANCE BFTWEEN FNCASFMENI PIPE: -- li AND SPACER RUNNER. 3. ALL D.I.P. PLACED IN EIJCAS`LMENT PIP SHALL CNCASCMETJT PIPE (MIN 7/B' WALL. E I L 6E COVERED 'WITH 8 MIL POLYWRAP PRIOR TO INSTALLING CASING SPACERS. HII:r.NES',. H7 BONE OR TUNNEL) ,1 4. PIPE JOINTS FOR ALL D.LV. INSiALLLD IN ENCASEMENT PIPE SHALL BE 'LOK-FAST JOINIS` AS MANUFACTI RED BY AMLRICAN - (I `� / /I I CA IRON P APPROVED --V,� ST R PIPE OR APPR IVFD EGUAI. I, L/ l j 5. DELL AND COUPLED PVC PIPE JOINTS FOR ALL PVC PIPE INSTALLED IN ENCASCMENT PIPL SHALL. BE RESTRAINED WIIN TILL {�' "SERIES 1500" DUCTILE !RON RETAINER AS MANUFACTURED BY EBAA IRON SALES CH APPROVED EQUAL. Q iNUS OF All FNC,ASF Mt NI PIPE SNAIL HE SE 41EU BY IISf OF (MINIMUM) ONE k!CH!II INCH (1/ti) SYNI HE TIC Rl1HHFR SF A! - - ,- SECURED WITH STAINLESS STEEL BANDING STRAPS. UNDER SPECIAL CONDITIONS, ANT) AS APPROVED 81 THE ENGINEER. /,. CNDS MAY BC PLUGGCD Wlill DRICK AND MORTAR FOR A MINIMUM WIDTH OF EIGHT INCITES (8'). DETAIL: 7 D 7. NUMBLR OT RISER /RUNNERS RF OUIRLD FOR S!ANUARD SF'ACLRS. _ _ ___ \J-__.-_: 4 RUNNERS THROUGH 14' PIPE DIAMETER. 5 RU;! NERS TIIROUGH 3fi' PPE DIAMETER. BLOCKING DETAIL FOR PIPE ENCASEMENT (N.A.S.P.I.) , RUrtNERS TH ROUGN 48' PIPE UTAMETER. ._... ___ -____ _-___..__-__.____ __-- __-_ _-.__.__.- ____ ___..T1. _..___ __. ._-__._____�-_________ - .-._ _-___... -_ _ -.7 -.-. _._ _. ___--.�_._._-_____;_-_T ___.._--_.___ ---T- -T 11 I PROVI . E 95 LF OF BORIC; FF�OVIGE 195 L OF I I 1 I i ! i I I I CA. W SC �I I I 8 T 18 STEEL E SIN�i A A °E t- ___.-_ WATE. WORKS MFC. SFAC PS, ( EE D TAIL `HEFT) I 1 I -t i I I I i Ih.H 1-- - - ---- - -- - -- ' : I 285 1 i i I I ; ► f II , I! PROPOSEDI GROl ND1 ELEVATION X15L III --- - - R O T{-+------Y - - - - jLjl - - -- - ---- - - +--- I -- - ------ _ I r - - -- - - --- -�! -f--- 1 f -- _ - } v/ I `j -- - ---- :���1- --- i -_Iy! I W I i 1 I I I I I ! -- _4 - - �� 1 i i I I 1 T I ___ . _ _ _. _- -_t __" T 1 1 _ Tr XI< i I ,' I I I 0 ' Wim I I I . 1 - --- - -- +---- - - - --- ? rI - ---I - - Y RORD;._ ! -- --{ - --+ I I _EXISTING- _ I , I i I _RVF ____�_ I; - 1 I-- _ __- i -L -- -- -- - - i I ,! I I --r -- - - - ! - -- -- - % / % - - - ----fi r _1 _ 1 I 27 5 I I 1 I I I I I _ - --- ----� NOON E: CC,NTRA ;TOR MUST V;FRIFY --- _ ~- ---- ---3.-- - SEPARATION' -- _ _ E E Rt T EXACT HO IZ. A.D VER I . LO OF EXIST.; 18" ATERL.INE P ___ _. _ - --------_ ---- --- -- _ T I I I •R �C G E C PORE L ATi h I I I I .ATFCN IOR T i -----' I 1 I T --- �7i ' - I I _ I T 1 I 11 -- - - -- - --- ----- --+ +- +------ -1- r - II I oI I EXISTING i GROUND IELEVATI0 II0.19� SLOPE. I I L L a - W I .----.- --� --- - ,---- _-__..-----...-------+-----__P 270 I -- I - I ' _____4___'. -- -� " I Z I 1 �__ fit - --T-' . -- --- -} - + - - TE-: ----O TC'cAC.-Tf),R.__M_ IS_T---FT�J.D- VE�IFY I } --- y r ---- - I - - -- -- - FXACrt VERTICAL�� AND H RIZON AL. LOICATIOt - I OF E*ISTING 15 BAN. EWER AND CAS I 11�,,11 ' L. i ! 4.L_ ___-_ --LINF-WND--NGTITY-- t-NCIN R_ M,DC, &91'a- ' --- __--.__-_ _____ ___-_ I I F I F } FR w 0 ALLY CONFLICT EEC E --- G. I O I I 265 I a. I ______.______4 _ __.. ---__---_t_ W I _ 1 Z I �j I J F FY W IELLj W 7. Q � W Y J ! ov,u O >IL-u-0M 0- _Z W a-, _ 77� ------- --�T I� -� T -- Q~-'•~ II a O Z +I IL' Co O ' 04 O _ _____ - ZIP X 3 - w 00W II - O� I � OI *- > . _--,---- -.-- -- ----- 3L -� n � U Q W Ln - NTAT�:, 0400 rn ILD to ry 11 J O En + la -T i I ,q I I I _ If I I I I + 1 ­_+_______________i -- ---- --1-. ' ' TL�--� - ,ICJ Z I - - ----- - -- -- 1--_-j _- I _ --- . -u--- I I J I I M ---i---- -- j.__-_-- --- - f -- I W I Icy � ZI # I_. t - I 1 �. W U 3,1 z 1 Too O - ----- --- --/3� - - J11 I I—, Z 3 I eC. Q.I . + -- - _w__ I . i1 I II 101 � N --� --- ---- . - � ---�- i 0),, z. H �. ++ . I I ID •) t.. N _WI 1� W N JI N � II U. II �. II NM -- J ")N U J ® I 14 , ^ I -L O L1) F- F- . I. + +v, II �-, nl,+� II -- --- -1_,-. - w- Ql�w I it ,<Q Q 1 . _1 J H' J (- t/' L� 1 1n I I I Z l 1400 NOW OR FORMERLY THE RICHARD SMITH CO. I NOTE: ALL DEFT ECTION OF PVC TO BE DONE NO CITATION FOUND THROUCCH THE PIPE, NOT AT THE JOINTS. _- _ _ - _ _- -- _ --------------.--.--------- -- LOT 2 ---- -____. - -- --- I NOTE: ALL FILL_ IS TO BE PLACED AND----- -1 COMPACTION COMPLETED BEFORE INSTAL.I ATION 1 OF ANY UTIIITIFS FFCINS, I -------- ----------- ! NOTE: REFFR TO CITY nF COLLECE STA,T!- , I STANDARD SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION; SPECIFICATIONS NO, W/ 105 FOR I I PVC-PIF'F -& W/104/8 FOR DEFLECTION CHART) 9 SIS OF BEARING: NORTHWEST RICHT-OF-WA JF OF TEXAS STATE HIGHWAY 30 (HARVEY R[ LLED N 45'd5'53" F IN VOL. 1758, PC. 155 NOTE: ELEVATIONS BASED ON LEVEL LOOP RUN FROM TEXDOT SATELLITE CONTROL STATION NO. S0210337, PUBLISHED ELEVATION=313.78. SITE BENCHMARK IS TOP OF FIRE HYDRANT AT NORTH CORNER OF 0,888 ACRE. ADJOINING TRACT, ELEVATION=285.95 NCV°. .1 1�1_1 >1_1"' I \ ___ / I 1 0,11, � I /_�� ; � I - \ \ I � - I ,` - ' t ) i I /- L`_ . I �_, I GENERAL NOTES: 1 1: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES UNDERGROUND & AERIAL PRIOR TO CONSTRUCTION. 2: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARD DETAILS AND SPECIFICATIONS. 3. THE CONTRACTOR SHALL NOTIFY 48 HOURS IN ADVANCE OF I BEGINNING CONSTRUCTION THE FOLLOWING DEPARTMENTS: I CITY OF COLLEGE STATION ELECTRICAL DIVISION: (409)764-3681 1 WATER & SEWER DIVISION: (409)764-3656 I GENERAL TELEPHONE COMPANY: (409)779-4102 I LONE STAR GAS ANY LOCAL: (409)775-8416 LONE STAR GAS ANY LINE LOCATION: (1-800)692-4344 4. CONTRACTOR MUST NOTIFY CLIENT'S REPRESENTATIVE (MDG) MR. NORTH BARDELL P.E. IF DESIGN CHANGES NEED TO BE MADE AT PROJECT LOCATION. I -- - --._. -- ----- -._. _ _ _- --__ _ j -------------- ---- -- --- ------.-- NOTE: THE CITY OF COLLEGE STATION WILL REQUIRE TESTING COMPACTION I OF ALL BACKFILL IN TRENCHES FOR WATER, SEWER AND DRAINAGE LINES TO ASSURE CONFORMITY WITH THE CONSTRUCTION SPECIFICATIONS REGARDING THOSE UTILITY LINES BEING INSTALLED. IF THE COMPACTION TESTS SHOW THAT THE SPECIFICATIONS ARE NOT MET, THE DEVELOPER WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL IT MEETS I OR EXCEEDS THE SPECIFICATION. ADHERENCE TO THE STANDARD SPECIFICATIONS OF THE CITY OF COLLEGE STATION IS THE RESPONSIBILITY OF THE DEVELOPER. IN THE EVENT THERE IS A CONFLICT BETWEEN THE CONSTRUCTION PLANS AND I THE STANDARD SPECIFICATIONS, THE STANDARD SPECIFICATIONS SHALL GOVERN. I - - -- ---- I ---- --- -___ - _ _ -_ - --- ----------- ---- --- ---- - - - -- - - - -- -T-- -- - --- --- , - -- T - --- - ----- - - ------ __ -- -- - ---r - - - - - -- - --- -- - _.. _. " I I I ' �T I I 1 i T T , r r ) I i IFI I I I I 1 \r I I 1 I I I I I I I i I I -- _ 0P• GOU D_ LEA'_.__ --I 1 t I I ! I >� I I I I i I I I I 1 l I I I I CRA,55 AREA}, NOT WITH DRIVE, I I i I 1 I I E ROU'IND ELEV. I 1 1 j ! i I I ! y � I P l_. A_ IT MAY APPEAR IN P OF E k I 2 85 I t I I ---- ------ _- __ --- ___-----J I I I I 1 1 I t - I f i 1 1 t I I i * I C10 i i 4 i I 0 O D! CLIR I I FR SE J P I I i I �I l'I I I A N I DRIVt1 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 ! I i 1 I I I I I ! 7 I , I L1.30 4 M N. BJRYI 1 4 MIN. BURY I I I I - .- _- __ - __ -____ - --._ _- ..._ _____ _--.-----__.__-_-___._-- __ -_ -_-_ - _-_- __- - _ ------ _ __--_-__ _-- .__- - -____ ------- t 1 { 1 __, - -- i I I I � t- � I I ! I I 1 I -t- - --� ._._ - 4-----i--------+---- - --1--- -- I 'PROPOSE[) 1 !2" 1PVC ,AT RL1INE II "A' -- ---I ----- -- _ - -- -_ ----,------i1. _- - ------4---- IDR� 141 C600 CLASS . 200 I I - -- _ _ _ . - - - - _+C EM EDME T , L-A S S- D � N 1-----�-.--t-,---,-----,..-------J----,--,--- I ! I I I j -- I _ I - - - -- • -- - - ---- -- -- -- -- --- - --- _-- - } t I I i ! 1 I ! I --- - -.I - .--.._-_-I -.---_ +...---=-...-1•----.-_ - .--�--_- --1_-------,---_.._..----4 -----_--- --- --}----`------ -'----- I I I 1 ---..a --- - - I - I I I j -- - --- --- - - +---- - i , _ - -- i __ - - -- - -- _ -- t - -- -1 _ _--- - - -- I I I I I I I I I } - - ._ -- - ---- --. _. -- - -- ----- _ - - I _ _ 1 - 1 ---------__..-----f. 1 i i I i I I I I I -------- ---- ---- I---- -----! --- - ---- - - ---i r -- - - - I I } _ . -_-._ -_ _ _ _-_-- __ ----__ I -_- - _ _. - - I I I ! I I I I I I i. - ---- - _ - --------- ! ---_ t --__ - -----I - --_4 ___- } - - - -t-----._._L - - _ _._ l 1 I I I I - -1 -- -_L___ --- - --1-- - --= - -- -1 ---- . -- i - - -- .. _ - _ !------_1--- --- col 00! 4?. O I t°' I to, ----4 I r i :1 n I I -- cI l l - --- II --- II + _____ I I1 _J -- I F______ -- _---.---. .------- - -------_ __t _1- ' ---- J 1-- __ _ _ ---- i 0 I I I ®I O Lo I N I ; 41 I 4 1 I +i .--- ----- -1'-- -- --------... _ __ 1 e+l. ___ _ _ -,, - --I - -- -- -i 1 QI i I a 1 Ii I 2+00 ----�_ I I I 111 I 1 I I I - -- ----- i I ; I C,� ; 1 1 i I I I I I i l , __I , i o.�� ,...LOF=E I } I I i I � ( I I j I I I 1 j I » » n ` I I j I 275 I I I I •a �, PR P. 8 PVC W 0 L B --- - ---- -- - -- ---- - - - - ---- - ---- - I -- - - - - -- --- - --- -- -- - - - -- --- - - --- - - - - - - -- i - -- -1 - - - 1_. _..._ _ _ . I - - , l _ _� - s T t I 1 I I j _i " I I I I I 11 i I I I ; 1 J 1 I 11, I I . ! DR 14 I C900 CLASS 26 I i I _i a' I*' r : �� d A :p?` '. ,� I I 1 T I �3 :Ks .. i CUSS D EI�DE ME I ( I 1 � �� 1 DEFI.F T WL A VE T. TO' I j •�[ , x , 270 : - - --- -- ----- ----- .--------- _ - --- - _ - _ - , ---- . - --- - --- ._ _ -- -- - ---- - - ---- --_ --- - _ . ` I -- --- - _ - - 1 1 I - - - - _ I ! A F� 1 N Y AIN AI OFER BUR ,, .,,. , - I I � ELF''. 1.1 IN -, o L:F� I ! I I I ; I I i (. j 1 1 R, � ; f �.;. �.111,�, .� * (0.55' PER JOINT i 1 I I 1 I �, '� PjH OARbELL, JR. I -- - - --- - -------- ----- - --_ _ _. - _ _ _ _ - -- - - -- _ . - ---- ___ - -- _ _ __ ----- - - - - - I I - -- - I _' -� - - -- I I t T T � l I 1 I j 1 ! ! I �� i6�1, ��.••.� 60873 f®� 265 -_._ _____. _- __ -_ - -- __ --__- - -- _____- -- _--_ - _ __ _ _ __ _ ­_1 I—- _ ___ - -_ - _-_ _ __ _ __- __ 1 ____ __-_ __--_- --_ _ _ ____ __ __ - _ T 1 ®� X ••w••• I I I I I I I U I ! ®-, 1 i 1 - - -- --- 11 I ; - - _ _ __ --- - - - ---- -- -- --- ----- -- -- - --- - - -- - --- - -- -- - - - -- - -- -- -- -- --1..__._.-----1-- -----' _ -� .= t I I i i I I C -t i- F_ I I ``__ i < "5 W I I I I I I i I , -- - - - -- .. - - -- -- -- - -- -- -- - - - -- - I -- - -- - - -- - -- -- - a - -- - I --I------ - -- - - __ . . _... -- -- -- _ - I I� i j I I Q:� 1Cr I I I I I I I 1 r+J I i - - --- - - - -- - -_._ _ -__ . ___._ .. -< - ... .-- - - - .. - - - - - - --- _ -----+----- .. - - - r -+ t I � I L! F�n ; I � I ' I I I I W W a I I I I I ,o I_ I w U 1 C� I-- 1 I I I i ZIZ G i > I j x : I I - , I E 10 9 96 S.H. WY-C Fi U F. k OTF A Lt LEC-, "A"k4CD. F°ER (cc5 M/A\ 9\ 1 2 \ 9 6 S,H. FOR of F KGVAL ev . Da e B Comment R t y - - Q rt r, W I : I I i I-L .O W I hs w' fL I `- I ; ' i -- - - ---- -- -- --- - - --- - _ I I u I- �`- c. ---- - - - -.- _ .-_ _ I-• rr v ! I I ! I � r11 NICIPAL DEVELUP111FITT GP('UF z I I MU I > f. c I 2U3 HOLLEbIAN DRIVE EAST t j r�L z `� T t- I .. COLLEGE cTATION, TEXAS 7784(` I H i Its, I 01 I ICI I _ c- �'':� 1 r Wt Li I I I I /_� p (409)693-8359 "I _ r v' I 1 I Engineering • Planning • S'urveyiny Z AN �, I' �D jyJ, f.-" ' I Q ._.. I , i _. I ; I .---__------_-_--.-_.__. __-_..--_-__--._ -.-- _. _.-_--_-_ __.. ._.._ . I a1 v- I Z In �I C I I I I ' I ':D � �I 0 1 I I gal I i( I PLAN & PROFILE �: I I I W1. '- h �''- ---- ----- I -- a -- --I -- -1- - -- - - -- ------ ._- 4.1 R 12" P E » A„ PROPOSED VC WATERLItJ ,__ - - - - - - I -_________________1 - S t t - W I"" - - - - -- -+- - t, 1. 1 }- - -t- I F- W IC I -IN I I 1 i II �� � STA. 0+00 TO STA. 3+59.50 WI __________t ___zi ILIz G I Z v STA. 0+00 TO STA. 0+65.00 u a'-W z W ? I ! 3;�� N W N' .I -' �` --- I I 00 . 1; _ i � LOT 1 Z I M W --- - ®M I - -- - - - a� -.-- ------ I -- - - -- - --- - t • -- - -� --- �0 } _. '� �' + I J I t LACOUR SUBDIVISION t- -- - I I I Oi Cn O tl. .-�r + (j � J +N O72 � 1 I I �%c 1 I COLLEGE STATION, TEXAS O t` > O ( 1 u) + + I - I I -- - +' i I t - _ ; _ ,. > 1- I K>, ►� �--E1 - I c>, Prepared for: Scale. he riz.t -20 vert,l -5 --- . �i� W I 11 E) II ; I f`r- I ,I I SCC DEVELGFIAENT I F � FTFME;FR -1 996 - -- 1 I l d �I a Q Q i ryt�. �E ----- 1 f I N I I Q I 2121 _AGE ROAD, SUITE 380 )-L-_ _. -- __-- _ I21 r-I_j F-�1 I u n I =-'I I I I---t- W Z;� H_' I I )raver° Fv J.K.S. AND' S.R .H. _ _ U1 L� tr F I 1 t. I- L` tom -!E� r.n HOUSTC�N,-TX_ 77056 -------_ __- _ .- -- -- ----- - --. - -__ 3+00 4+00 0+oo M.D.G. No. 2751 -- 581 Zn\ I NOW OR FORMERLY THE RICHARD SMITH CO. I NOTE: ALL DEFT ECTION OF PVC TO BE DONE NO CITATION FOUND THROUCCH THE PIPE, NOT AT THE JOINTS. _- _ _ - _ _- -- _ --------------.--.--------- -- LOT 2 ---- -____. - -- --- I NOTE: ALL FILL_ IS TO BE PLACED AND----- -1 COMPACTION COMPLETED BEFORE INSTAL.I ATION 1 OF ANY UTIIITIFS FFCINS, I -------- ----------- ! NOTE: REFFR TO CITY nF COLLECE STA,T!- , I STANDARD SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION; SPECIFICATIONS NO, W/ 105 FOR I I PVC-PIF'F -& W/104/8 FOR DEFLECTION CHART) 9 SIS OF BEARING: NORTHWEST RICHT-OF-WA JF OF TEXAS STATE HIGHWAY 30 (HARVEY R[ LLED N 45'd5'53" F IN VOL. 1758, PC. 155 NOTE: ELEVATIONS BASED ON LEVEL LOOP RUN FROM TEXDOT SATELLITE CONTROL STATION NO. S0210337, PUBLISHED ELEVATION=313.78. SITE BENCHMARK IS TOP OF FIRE HYDRANT AT NORTH CORNER OF 0,888 ACRE. ADJOINING TRACT, ELEVATION=285.95 NCV°. .1 1�1_1 >1_1"' I \ ___ / I 1 0,11, � I /_�� ; � I - \ \ I � - I ,` - ' t ) i I /- L`_ . I �_, I GENERAL NOTES: 1 1: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES UNDERGROUND & AERIAL PRIOR TO CONSTRUCTION. 2: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARD DETAILS AND SPECIFICATIONS. 3. THE CONTRACTOR SHALL NOTIFY 48 HOURS IN ADVANCE OF I BEGINNING CONSTRUCTION THE FOLLOWING DEPARTMENTS: I CITY OF COLLEGE STATION ELECTRICAL DIVISION: (409)764-3681 1 WATER & SEWER DIVISION: (409)764-3656 I GENERAL TELEPHONE COMPANY: (409)779-4102 I LONE STAR GAS ANY LOCAL: (409)775-8416 LONE STAR GAS ANY LINE LOCATION: (1-800)692-4344 4. CONTRACTOR MUST NOTIFY CLIENT'S REPRESENTATIVE (MDG) MR. NORTH BARDELL P.E. IF DESIGN CHANGES NEED TO BE MADE AT PROJECT LOCATION. I -- - --._. -- ----- -._. _ _ _- --__ _ j -------------- ---- -- --- ------.-- NOTE: THE CITY OF COLLEGE STATION WILL REQUIRE TESTING COMPACTION I OF ALL BACKFILL IN TRENCHES FOR WATER, SEWER AND DRAINAGE LINES TO ASSURE CONFORMITY WITH THE CONSTRUCTION SPECIFICATIONS REGARDING THOSE UTILITY LINES BEING INSTALLED. IF THE COMPACTION TESTS SHOW THAT THE SPECIFICATIONS ARE NOT MET, THE DEVELOPER WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL IT MEETS I OR EXCEEDS THE SPECIFICATION. ADHERENCE TO THE STANDARD SPECIFICATIONS OF THE CITY OF COLLEGE STATION IS THE RESPONSIBILITY OF THE DEVELOPER. IN THE EVENT THERE IS A CONFLICT BETWEEN THE CONSTRUCTION PLANS AND I THE STANDARD SPECIFICATIONS, THE STANDARD SPECIFICATIONS SHALL GOVERN. I - - -- ---- I ---- --- -___ - _ _ -_ - --- ----------- ---- --- ---- - - - -- - - - -- -T-- -- - --- --- , - -- T - --- - ----- - - ------ __ -- -- - ---r - - - - - -- - --- -- - _.. _. " I I I ' �T I I 1 i T T , r r ) I i IFI I I I I 1 \r I I 1 I I I I I I I i I I -- _ 0P• GOU D_ LEA'_.__ --I 1 t I I ! I >� I I I I i I I I I 1 l I I I I CRA,55 AREA}, NOT WITH DRIVE, I I i I 1 I I E ROU'IND ELEV. I 1 1 j ! i I I ! y � I P l_. A_ IT MAY APPEAR IN P OF E k I 2 85 I t I I ---- ------ _- __ --- ___-----J I I I I 1 1 I t - I f i 1 1 t I I i * I C10 i i 4 i I 0 O D! CLIR I I FR SE J P I I i I �I l'I I I A N I DRIVt1 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 ! I i 1 I I I I I ! 7 I , I L1.30 4 M N. BJRYI 1 4 MIN. BURY I I I I - .- _- __ - __ -____ - --._ _- ..._ _____ _--.-----__.__-_-___._-- __ -_ -_-_ - _-_- __- - _ ------ _ __--_-__ _-- .__- - -____ ------- t 1 { 1 __, - -- i I I I � t- � I I ! I I 1 I -t- - --� ._._ - 4-----i--------+---- - --1--- -- I 'PROPOSE[) 1 !2" 1PVC ,AT RL1INE II "A' -- ---I ----- -- _ - -- -_ ----,------i1. _- - ------4---- IDR� 141 C600 CLASS . 200 I I - -- _ _ _ . - - - - _+C EM EDME T , L-A S S- D � N 1-----�-.--t-,---,-----,..-------J----,--,--- I ! I I I j -- I _ I - - - -- • -- - - ---- -- -- -- -- --- - --- _-- - } t I I i ! 1 I ! I --- - -.I - .--.._-_-I -.---_ +...---=-...-1•----.-_ - .--�--_- --1_-------,---_.._..----4 -----_--- --- --}----`------ -'----- I I I 1 ---..a --- - - I - I I I j -- - --- --- - - +---- - i , _ - -- i __ - - -- - -- _ -- t - -- -1 _ _--- - - -- I I I I I I I I I } - - ._ -- - ---- --. _. -- - -- ----- _ - - I _ _ 1 - 1 ---------__..-----f. 1 i i I i I I I I I -------- ---- ---- I---- -----! --- - ---- - - ---i r -- - - - I I } _ . -_-._ -_ _ _ _-_-- __ ----__ I -_- - _ _. - - I I I ! I I I I I I i. - ---- - _ - --------- ! ---_ t --__ - -----I - --_4 ___- } - - - -t-----._._L - - _ _._ l 1 I I I I - -1 -- -_L___ --- - --1-- - --= - -- -1 ---- . -- i - - -- .. _ - _ !------_1--- --- col 00! 4?. O I t°' I to, ----4 I r i :1 n I I -- cI l l - --- II --- II + _____ I I1 _J -- I F______ -- _---.---. .------- - -------_ __t _1- ' ---- J 1-- __ _ _ ---- i 0 I I I ®I O Lo I N I ; 41 I 4 1 I +i .--- ----- -1'-- -- --------... _ __ 1 e+l. ___ _ _ -,, - --I - -- -- -i 1 QI i I a 1 Ii I 2+00 ----�_ I I I 111 I 1 I I I - -- ----- i I ; I C,� ; 1 1 i I I I I I i l , __I , i o.�� ,...LOF=E I } I I i I � ( I I j I I I 1 j I » » n ` I I j I 275 I I I I •a �, PR P. 8 PVC W 0 L B --- - ---- -- - -- ---- - - - - ---- - ---- - I -- - - - - -- --- - --- -- -- - - - -- --- - - --- - - - - - - -- i - -- -1 - - - 1_. _..._ _ _ . I - - , l _ _� - s T t I 1 I I j _i " I I I I I 11 i I I I ; 1 J 1 I 11, I I . ! DR 14 I C900 CLASS 26 I i I _i a' I*' r : �� d A :p?` '. ,� I I 1 T I �3 :Ks .. i CUSS D EI�DE ME I ( I 1 � �� 1 DEFI.F T WL A VE T. TO' I j •�[ , x , 270 : - - --- -- ----- ----- .--------- _ - --- - _ - _ - , ---- . - --- - --- ._ _ -- -- - ---- - - ---- --_ --- - _ . ` I -- --- - _ - - 1 1 I - - - - _ I ! A F� 1 N Y AIN AI OFER BUR ,, .,,. , - I I � ELF''. 1.1 IN -, o L:F� I ! I I I ; I I i (. j 1 1 R, � ; f �.;. �.111,�, .� * (0.55' PER JOINT i 1 I I 1 I �, '� PjH OARbELL, JR. I -- - - --- - -------- ----- - --_ _ _. - _ _ _ _ - -- - - -- _ . - ---- ___ - -- _ _ __ ----- - - - - - I I - -- - I _' -� - - -- I I t T T � l I 1 I j 1 ! ! I �� i6�1, ��.••.� 60873 f®� 265 -_._ _____. _- __ -_ - -- __ --__- - -- _____- -- _--_ - _ __ _ _ __ _ ­_1 I—- _ ___ - -_ - _-_ _ __ _ __- __ 1 ____ __-_ __--_- --_ _ _ ____ __ __ - _ T 1 ®� X ••w••• I I I I I I I U I ! ®-, 1 i 1 - - -- --- 11 I ; - - _ _ __ --- - - - ---- -- -- --- ----- -- -- - --- - - -- - --- - -- -- - - - -- - -- -- -- -- --1..__._.-----1-- -----' _ -� .= t I I i i I I C -t i- F_ I I ``__ i < "5 W I I I I I I i I , -- - - - -- .. - - -- -- -- - -- -- -- - - - -- - I -- - -- - - -- - -- -- - a - -- - I --I------ - -- - - __ . . _... -- -- -- _ - I I� i j I I Q:� 1Cr I I I I I I I 1 r+J I i - - --- - - - -- - -_._ _ -__ . ___._ .. -< - ... .-- - - - .. - - - - - - --- _ -----+----- .. - - - r -+ t I � I L! F�n ; I � I ' I I I I W W a I I I I I ,o I_ I w U 1 C� I-- 1 I I I i ZIZ G i > I j x : I I - , I E 10 9 96 S.H. WY-C Fi U F. k OTF A Lt LEC-, "A"k4CD. F°ER (cc5 M/A\ 9\ 1 2 \ 9 6 S,H. FOR of F KGVAL ev . Da e B Comment R t y - - Q rt r, W I : I I i I-L .O W I hs w' fL I `- I ; ' i -- - - ---- -- -- --- - - --- - _ I I u I- �`- c. ---- - - - -.- _ .-_ _ I-• rr v ! I I ! I � r11 NICIPAL DEVELUP111FITT GP('UF z I I MU I > f. c I 2U3 HOLLEbIAN DRIVE EAST t j r�L z `� T t- I .. COLLEGE cTATION, TEXAS 7784(` I H i Its, I 01 I ICI I _ c- �'':� 1 r Wt Li I I I I /_� p (409)693-8359 "I _ r v' I 1 I Engineering • Planning • S'urveyiny Z AN �, I' �D jyJ, f.-" ' I Q ._.. I , i _. I ; I .---__------_-_--.-_.__. __-_..--_-__--._ -.-- _. _.-_--_-_ __.. ._.._ . I a1 v- I Z In �I C I I I I ' I ':D � �I 0 1 I I gal I i( I PLAN & PROFILE �: I I I W1. '- h �''- ---- ----- I -- a -- --I -- -1- - -- - - -- ------ ._- 4.1 R 12" P E » A„ PROPOSED VC WATERLItJ ,__ - - - - - - I -_________________1 - S t t - W I"" - - - - -- -+- - t, 1. 1 }- - -t- I F- W IC I -IN I I 1 i II �� � STA. 0+00 TO STA. 3+59.50 WI __________t ___zi ILIz G I Z v STA. 0+00 TO STA. 0+65.00 u a'-W z W ? I ! 3;�� N W N' .I -' �` --- I I 00 . 1; _ i � LOT 1 Z I M W --- - ®M I - -- - - - a� -.-- ------ I -- - - -- - --- - t • -- - -� --- �0 } _. '� �' + I J I t LACOUR SUBDIVISION t- -- - I I I Oi Cn O tl. .-�r + (j � J +N O72 � 1 I I �%c 1 I COLLEGE STATION, TEXAS O t` > O ( 1 u) + + I - I I -- - +' i I t - _ ; _ ,. > 1- I K>, ►� �--E1 - I c>, Prepared for: Scale. he riz.t -20 vert,l -5 --- . �i� W I 11 E) II ; I f`r- I ,I I SCC DEVELGFIAENT I F � FTFME;FR -1 996 - -- 1 I l d �I a Q Q i ryt�. �E ----- 1 f I N I I Q I 2121 _AGE ROAD, SUITE 380 )-L-_ _. -- __-- _ I21 r-I_j F-�1 I u n I =-'I I I I---t- W Z;� H_' I I )raver° Fv J.K.S. AND' S.R .H. _ _ U1 L� tr F I 1 t. I- L` tom -!E� r.n HOUSTC�N,-TX_ 77056 -------_ __- _ .- -- -- ----- - --. - -__ 3+00 4+00 0+oo M.D.G. No. 2751 -- 581 Zn\ I - - Q rt r, W I : I I i I-L .O W I hs w' fL I `- I ; ' i -- - - ---- -- -- --- - - --- - _ I I u I- �`- c. ---- - - - -.- _ .-_ _ I-• rr v ! I I ! I � r11 NICIPAL DEVELUP111FITT GP('UF z I I MU I > f. c I 2U3 HOLLEbIAN DRIVE EAST t j r�L z `� T t- I .. COLLEGE cTATION, TEXAS 7784(` I H i Its, I 01 I ICI I _ c- �'':� 1 r Wt Li I I I I /_� p (409)693-8359 "I _ r v' I 1 I Engineering • Planning • S'urveyiny Z AN �, I' �D jyJ, f.-" ' I Q ._.. I , i _. I ; I .---__------_-_--.-_.__. __-_..--_-__--._ -.-- _. _.-_--_-_ __.. ._.._ . I a1 v- I Z In �I C I I I I ' I ':D � �I 0 1 I I gal I i( I PLAN & PROFILE �: I I I W1. '- h �''- ---- ----- I -- a -- --I -- -1- - -- - - -- ------ ._- 4.1 R 12" P E » A„ PROPOSED VC WATERLItJ ,__ - - - - - - I -_________________1 - S t t - W I"" - - - - -- -+- - t, 1. 1 }- - -t- I F- W IC I -IN I I 1 i II �� � STA. 0+00 TO STA. 3+59.50 WI __________t ___zi ILIz G I Z v STA. 0+00 TO STA. 0+65.00 u a'-W z W ? I ! 3;�� N W N' .I -' �` --- I I 00 . 1; _ i � LOT 1 Z I M W --- - ®M I - -- - - - a� -.-- ------ I -- - - -- - --- - t • -- - -� --- �0 } _. '� �' + I J I t LACOUR SUBDIVISION t- -- - I I I Oi Cn O tl. .-�r + (j � J +N O72 � 1 I I �%c 1 I COLLEGE STATION, TEXAS O t` > O ( 1 u) + + I - I I -- - +' i I t - _ ; _ ,. > 1- I K>, ►� �--E1 - I c>, Prepared for: Scale. he riz.t -20 vert,l -5 --- . �i� W I 11 E) II ; I f`r- I ,I I SCC DEVELGFIAENT I F � FTFME;FR -1 996 - -- 1 I l d �I a Q Q i ryt�. �E ----- 1 f I N I I Q I 2121 _AGE ROAD, SUITE 380 )-L-_ _. -- __-- _ I21 r-I_j F-�1 I u n I =-'I I I I---t- W Z;� H_' I I )raver° Fv J.K.S. AND' S.R .H. _ _ U1 L� tr F I 1 t. I- L` tom -!E� r.n HOUSTC�N,-TX_ 77056 -------_ __- _ .- -- -- ----- - --. - -__ 3+00 4+00 0+oo M.D.G. No. 2751 -- 581 Zn\ I II/%6. t END ViEW TABLE OF ^L,rE t, ,S, ,CtJ `UN) P PE SIZE A (I'J) 1 8 I C (IN ) I 3 4 1 377 14 6 -I 4 6 1 562 8 5 1 8 752 10 7 I 10 941 12 9 12 1 1 1 15 1 t 15 1 13 70 18 13 I 18 1. 15 75 2E IS 1 21 1 Mao 24 1 18 1 24 1 22.4? NOTE: I I- TO BE USED WHEN C CTiNG CAST IRON OR STEEL r.FE CR VALVE3 TO CONCRETE PRESSURE PIPE 6 ON ANY BURIED FLANGE. I I INSTALL INSULATIC+J-- 5 JOINTS KIT ON R;TH VALVE N . 1 FLANGES ----- --_ _ -� DETAIL: 7-B TYPE I TYPE 2 INSULATED FLANGE CONNECTION ON CONCRETE PRESSURE PIPE � DETAIL-- 7-A h`IXND'REL DETAIL FOR DEFLECTION TEST OF PVC. PIPE 12° UNLESS OTHER'h^.SE SHOWN " 2000 PSI NON REINFORCED COrNC _ E C' POURED CCMPLETELY ACROSS Tr NC CARRIER PIPE >i 8 EXTENDED 2 EACH WAY INTO \) UNDISTURBED SOIL 0 c* C CO DrJ1 ET R 0 W L I 0 COVER W/ GASKET GROUND LEVEL 16 z BRAES ! t �-ENCASEMENT PIPE (MIN.eB MACHINE BOLTS Yf 1I. 1 ' WALL THICKNESS, BY ORE NUTS 3 3 E^5 - N'U E �; CAST METAL Lht_ >�y_ --- OR TUNNEL) `> '` (NUMBER AS \I SPADES. CCNOULET WITH REQUIRED) l PVC COVER --j P{PELIN,. D I.P. LO JOINT TYPE I' CONDUIT \ �j SIGN FL: G RAD , °a CARR:E PIPE 'KITH BONDED PLASTIC -------- " ' .,OINT IN 8 MIL BUSHING ["•;".^:.--NO. 12 SOLID TW TEST LEADS q I° STEEL CO.JDUtT-- /I PC NPAP (SEE NCTE 7) \ HDG WHITE-_ .�'r BL CK' RED JUMPER ---------- SOLID RE-YMOD % ~�� 18 CONCRETE t i BLOCKING w`ARNI'JG TAPEt FLC',v VAn �`S 12• HOT DIP GALVANIZED OR (( UL j - � 1 STAINLESS STEEL BA•JDS I , 1 - - � WtRItJG-� +PLASTIC CC iCUIT' FOREIGN I P PELiNETHROAT B: G 1 , NOTES° 5 JO �L. PlPEL1trE t.----'----INTS ALL DIP PLACED IN ENCASEMEN PIPE S LL BE COVERED. T ITH 8 MT. POLYWRAP PRIOR TO PLACING OCKS ON E. _ n E SPECIFIC 2 FURNISH MINIMUM A OF 4 PCVi- BUCKS OF REQUIRED FOR LOCATION SO AS TO PP.OJI" MAXIMUM OF 1" LEARANCE IN ENCASEMENT - -�_ PIPE AT TCP OF BLOCKS 3 PLACE BLOCKING FILL GTH OF PIPE JOINTS, E ?T AT BELLS, ETdB DMENT N,ATE4 BLOCKS SHALL R:AL s{- n BE BE` LED OR ROUNDED ON EACH ND- - 5 PROVIDE MINIMUM CF 4 HOT-CiP GALVANIZED OR STAI ESS STEEL BAND PER PIPE JOINT, TIGHT- SECURELY. 6 ENDS OF ALL ENO EMENT PIPE SHALL BE PLUGGED WITH B CK AND MORTAR FOR NOES- I SEE PLAN 8 PB LE SHEETS FOR PROPOSED LOCATIONS, MINIMUM WIDTH F L LE ENCASEMENT E. c 7 ' PIPE JOINTS ALL CAN INSTALLED !N ENO:-. c ".E JT PIPE ALL B� 20ITCH BLOCKS NORMALLY RE U;R D FOR ALL PIPES CN 10% GRADE 'LOK FAST INTS'AS MANUFACTURED BY A CR':C.:J CAST iRCN P. F OR OR GREATER. INSTALL ONE DITCH BLOCK FOP EACH TWO FEET APPROVED E U r DROP IN ELEVATION. i 8. AL.L PiP JOINTS SHALL BE 8G^JCED: DETAIL 7-C DETAIL 7 -D DITCH BLOCK DETAIL (SEPARATE PAY ITEM) BLOCKING DETAIL FOR PIPE ENCASEMENT (N.A.S•P I.) /��CCLL' D STUDS OR CRINIP -_1 STY E LUGS ATT.:_HED IN �-T TOP C y-BO',CtNG JL:MPE- /_ / P 3 t ,, NUTS INS ALLED ;TOP �✓ P111NT $ ^�!PS �+� - 12` 1 ft 0 HOLEQomI NO 4 GA_(AWG) BARE 57RANCED i } COPPER CABLE ATTACHED 7) I LOCKS. COATING LUGS INSTALLED OR Cit!h1P STYLE �`BLOCKED IN I LUGS INSTALLED IN PLANT PLATNT I T COPPER CABLE n0l' RING GASKET (SEE : E: L "N l DETAIL 'A' COPPER CABLE TYPICAL JOINT NOTE )- BOLT COPPER CABLE CONNECTORS SECURELY TO COLLARED STUDS AS SHOWN. TUCK EXCESS '.WIRES INTO JOINT GROOVE AND APPLY CEMENT :MCRTAR TO EXTER!OR OF JOINT, COVERING ALL EXPOSED STEEL_ DETAIL: 7-E BONDED JOINT DETAIL (FOR R.C.C.P. ) # 5 STEEL BARS 12 O.C- IN BLOC? (SEE DETAIL 6-F & GIN. ,TOTE 6) � "5 STEEL ', 6" O.C. Ld i vy Sr i1 JE n J D -- I n c/; a m- 1 in ✓ - `'i 1 • _ r DEPTH l MtfJlhtU H FEET r: IT � � "✓ '_ I I , = y• s - �- 1 12' r Ec Ac ^nCaGG TO VAL`✓E SIZE 12" I` . A50VE HIGHEST POINTONj. a A r3 h H - E � __ ____-- -------_--� --- i A CLOSED VALVE ASSEh:BLY �i ^, ,. n'�i 11 !2".I �1 { M N.i ii TYPE (MIN-) �:,. PLAN - TYPE 3 i I �- E SL PE y 12 f 1:N, 1 SLOPE I I PLAN- TYP 2 PLAN -TYPE 2 E • 1 i\ U e i -;� a -Y- • - ': -s--s A �.I , i 1 _�i.A' 2"PVC RP" E 6' MIN. -_- ---' -------_�- _ CONCRETE x'ALLs 1 O J - - \. -c__ 2.,p,✓C PIPE: . __. FOR ;CFiIt< 5 3T`E_ :, RS E2 O.C.: j 1 -- `� i - - - ,_, .FOR G-..".,td I - .r o S RS :2 C. 3 2' 8" o-o /4" 4'- / J I` i TYPE 3 NOT E S- I USE 1/2° PVC, SCH. 40, P;PE ON ALL TEST LEADS FOR ALL TYPE TEST STA 'DNS, AS SHOWN FOR TYPE 1. 2 INSTALL 4A NING TAPE ABOVE ALL TEST LEADS ON ALL TYPE TEST S AT C JS, AS SHOWN FOR TYPE 1. 3 TEST :C,%S TC c LCC_7ED AS SHO'NN ON PLANS OR AS OTHER'N!SE CES - D BY Er: vE_R. 4 - CCN :ULET SHALL BE C APPLETON (E-lOOM) OR APPROVED ECUGL, G / 1 { DETAIL 7 - F TEST STATION DETAILS TRANSVERSE SEC`TIC:N -, �-CiTY OF COLLEGE STATICN 1; 14TEP DEPARTMENT APPURTENANCE SHEETS MISCELLANEOUS DETAILS PIPE JOINT X JJ 77 z�c/ X A 1 Jr 1 t( 1 KErti'r, one , v c i POUR AGAINST i��, il 'THRLST. UNDISTURBED EARTH �"`` " `C � \ II w! tt , -PIPE JCi'rJ7 r _ f� - -- -. ___. _. - t - .`-_ ---- - > ^ "a _ EXTEND BEYOND JOINTSOT 4 6.1 NOTE CONCRETE SMALL N -•+ ")'-` »_' _ 44. _ P �' 1 I i''�" '''-•-r ! c;^.' t rT!'.c ,rr r ^ �I I + --.a _ -`-• i� MA.T,ERJAL LIST- PLAIN TYPE PLAJDETAIL: U-9C° -_`n CO%STr,O_Cv w TYP) - B C t VALVE 9 VALVE BOX (UNDERGRCUND) £ZcraFORctraG C W,. ER .,ETER -- -r I r,.,-- ,--- "REDUCED PRESSURE" _ , �., _ ..r-, - - r __.__-_�----_-----._.__�_ _ _- ----------U .,, :. .. ___.-_ BARS PLAN OF MASTER METER ER � TYPE B K Lr PREVE LATER _ ..r 1'C���JL_O t''r:- JJI;l�E E r.L c, �,� D CAST IRO..'. FLAN: E:D COI:PLING ADAPTOR 1 I POUR AGAINST ,.,,�: CCiJCRETE S SORTS (TYP.) 45 STEEL BARS 12' OC. (SMITH BLA;R TYPE 912 OR EQUAL) c, 'r`' I I;i 1 UNDISTURBED EARTH - (PROVIDE AMPLE CLEARANCE FOR E _ „- :. r' :ALOE (NON-R'tSTt"G STEM) WITH HA."JG`h�r `' %� � WIDTH-J- K G° , . ,� ,,� -, p n ,__ FLANGED ❑GLIB $ NUTS FBACKFLC-IY PREVENTtR (RE'CUCED PRESSURE TYPE) " \a. 1Z t,..,--r-=.. , _..m--...,..e - ,�` ,r.._.�"``vf I' -'c JARS y` ACKFL W PF .c`.;c< c Y Rt r a I G FLANGED 90' REDUCif.G BEND I # E PLAN TYPE 4 PLAN -TYPE 5 v j 81 2 MIN. t Pr_ �3 L., _c.• H-MJ. RETAINER GLAND -T-" J (v-- E4'-0° (h11N.) I _ �I..:�� - t__ I I --- '" EARTH yY BEN X B .1E! --- - C � 1 DETAIL 6-B I FLANGED 90° BEND � _ --.,- -_. � j - �-H � �tJ ' ° 6 5 4 C c ASSEMBLY' E N' 3'-33✓8' t ) 16.1 -( ELEVATION OF DOUBLE CHECK VALES ASSEMBLY VAULT J DOUBLE E rr 3'- 3*B } 9 'r4° „.',� 6"' -� i2 ` L 8 j B i + r t E i .3 3 7 -,. ,\ r + T a_ : i tea' i � ._ _ 5 iw: a >' -1 ` } ;-- ELF ;Ariov � -a sEc-:�,N A -a i12' iALUMINUNI FPnM 8 LID I I #5 Si - a E� BARS 12" 0 C. ` - ^� >(t' LM1N y {(SEE GIN. NOTE- o) 1 f2 36 -f-LENGTH OF DBLCK. VALVE ASSEMBLY (N+,N ) 'r � ~ / � ''. I O°--► r-- O»C IG __v _' I �:J- �'r^� r :� ,� � .� �_ L- • e_ - e_ �- __�_ -t_ -•._ ^ � SECTiCY x-x j �. PLAN -TYPE 7 PLAN -TYPE B Et._E'JATIGiJ L I I ,NOTES r z. %- j ��_..,� M t2 1. t2 '.. • FRAME .', i i - NON -CORROSIVE SCREEN 2 /C 6 03 =" '6° $ 2{+1 � 1 � L2' , r ,, 't:.LY' OF DO I i ! �^,PRtJViOE OfJ-COR AT ALL P` ---_._--- -, - __=--- N. ;_ r 1 12- FT. T /FT. ,. 1 # a, EDGE cRI, �w �^ DETAIL:-B DETAIL 5-C -- 1 8 12 htlN_ /8 6 1_ _L� �� i �. O n DRAIN HOLES. _ .-�_ _ DETAIL: 5 A j SLOPE SLOPE MIN; "-^,'I � � 2 PROVIDE 12" MINIMUM CLEARANCE FROM BOTTOM OF r__.,.- �,;;, Cj 1 • r BACKFLGW PRE'JENTER TO FLOOR SLAB CR PROVtCE n T CK TYPICEL VEt{TiCAL THRUJI BLOCi� �: _•;I__- a_ , o� ^ E " E TYPIC.L HOR.ZGNTAL THPUS SLO - - -- a- __.- _,., c ALL'_.•, .M FR.. EE & :i _ ----- - I ".-.��., �._-�. i_.,` ��,� - - > i GRE.,r�� cLEARA,.c� so As ro o6TAiry 6' LOCATION OF THRUST BLOCKS ` Ja LID (S E GEN. NO-Ir- 6) 7 '; { E y 1 1 3 J MINIMUM CLEARANCE FOR FLANGES FROM VAULT (SEE HCRIZC'NTAL BEND SCHE -ULE) (SEE VERTICAL BEND SCHEDULE) it ri FLOOR SLAB (SHOWN FOR REFERENCE ONLY) 1 1 ( ( 'CONCRETE SUPPORTS (TYP) 1 �? x > ;t " (PROVIDE AMPLE CLEARA•,CE I Li' E I I S� 3 AT ALL LOCATIONS WHERE PIPING EXTENDS r , tt?, C E AL NOTES #1 FOR FLANGE BOLTS 3 NUTS) ) I I �I +vZ THROUGH CONCRETE VAULT WALLS AND UNCER VERTICAL BEND SCHEDULE TEE & PLUG SCHEDULE- t ALL CALCULATiCNS ARE BLEED ON iNTGRtJ'L ri i 'f i ;y3 / d l 1 J ( J _ VALVES, ;d_rER 3 SACKFLOW PREVENTER, rR0 ✓.CE ° -T -- r I _ I S3UF,E OF 2CCP51 FCR 24 I.D. PIFE ANO --wt I _ _ _ _ _ _ i r,� „ , �-- =- j I ( m©S BOND BREAKER OF 'POLYETHYLENE OR BUILDING A 11.25' 22 50° 1 30°_ 1 45 1 67.5G- t 90° 6 I EAR H ROCK __ 1'-0•' SMALLER AND 150 PSI ON 30' LD- AND -- )- i - - ---__ ._iA ac CONCRETE c a, p _ II TO -PAPER. - E c c : - A - o \ do.. LARGER. PSI CONCRE LOCK,„G � I.D. THRUS^.CLLtrET r ^.OU.`.:ETn;P,.ST,UL'TCET}ti.0 tV( LU"lE:THRUS, ,C 1'".tE?HF.L ST U ?dE' t.D I.D. FRUSTi C XXUh! Cl! .' �: - - - - pp - -'.a'-•-••' _�` .. - ." - -_ -• -7 -� -s - - 4 - AtJ�hvR LL,S ON FRAME OF BILCO D RS 70 B -�Oc'� + „ r - BEARING SURFACES OF THRUST _DCKS ,, n ¢• t , s s s OC E {IN.1 , ri NS)1 (C.Y� { T .. )t (C-Y.) :(TGCJS)I (C.Y.) ,(TCNS11 (C.Y.) :(TC,.$)1 {C.Y.1 „TONS)- (C.Y.) I (1N I (1N.) (TONS) (r`T.1 I (FT) I (C.Y.} I (FT.) I (CY) 2' ALL 8E (rC RAG AGAINST UC.�I� L^:vED SOIL-, �_ -� t - E c _ ( T, R c. - a r �----.-- REMOVED, S,NC.. LUGS WILL NOT BE ENCASED IN - a- - - �� '? SHALL BE P4.ACSD -AGAINST UNGIS J .,�J EAn"t' it i2' E _ / I CONCRETE WALLS oR TOP c E 4,6, B -I I O! 0-51 ^ 2-,D 1.01 2.51 1.3 i 3.61 IAA 4 61 2.31 5 01 15 i 4,6A 4.6.8 1 5 1 ! 1 .5i 2.91 0 31 2.0 0 2 -a � - - �-- - ( � i v 7 h*e I r� (SE_ GEN NOTE P) LAB_ SECURE FRAMES j r � OR ROCK. \EXTRUDED" ALUMINUM STEP TO WALLS AND TOP SLAB BY INSTALLING BOLTS :0,12 1 2-2! 1 .11 4.31 2.21 5,71 28 ` 8 0 4 OI 10.5'' S 2! 11 3! 5 T 10, 12 10,12 1 it 3! 1 5i 3 5i 0 61 2 5i 0 3 TH'PUST { I }I s z. HALL THECK:JESS {T) ASSUMED HEPE 7GR _s_ a_ _e- .:5 --•- -°-- '--'r, CCNSTriI "tGN JOINT TYP.y / WHERE i -' c _- -- -- �- --- --_- T- - T - - THRUST 1 - c -----"-- ! #5 STEELF" 0C l2 OC. - THROUGH HOLES IN FRAMES WH_ RE LUGS ARE 6. is 1 5 Oi 211 9,71 4-91 i2.71 6.41 18.0 9 01 23. T- 11 8', -25 5i 12-7i SJS 6, 18 1 25.51 2 01 5 Si 1 6+ 4 G1 0 . 0! � �I } 4 � _ i O J tST:?dAT[NG PURr $E� ONLY. __. -_ (SET-riF_0AN 6-c") REMGVEO'-BOLT H L`3'tN-C8NCRc'=--WALLS AND 7 � , �F: Q �+___a ___-_-. rl a - 4 rJCRETE FCR BLOCKING SHALL 9E 2000PSi 20 I 6: 1 I 3A I 12.0! 6.0 15.7! 7 91 22 I I 29 2. 4 5i 31 4i 5 71 20 20 31 51 2.01 6 Oi i .9 4 01 0-9 'L-_� p 0 - -I ;- '�- TCP SLAB MAY BE DRILLED AFTER CONCRETE HAS 24 1 8.2 1 4.4', I7. 3 T 8 71 2TT ILK 320 16 .0 41.81 20.91 45 2! 22 5 4 5 „ CNC=:ETE 2 2a I 45 2! 2 7 01 3 I I 5 �: 1 r �` 1, GJRFFO, �- NOTE USE POLYETHYLENE WRAP �T _-'\ I C+j �'FI ELD CrS MAY BE VARIED AS RE8'" 5 GATE VALVES SHALL HAVE NON RISING STEMS 30 ! 10.5i 5.2' 29 2! IC 11 26 Si 13 31 37.Si 18 SI 49011 24 Si 53.i 25 Si 30 30 530I 301 7.51 4. i i 5 Si 2.4 Er n F ( r E aDIRECTED DETAIL: 6-D s i4 2'. I I i 4 7 7 . 35.3' 7 4' 2' 36 36 4T 95 7 1 6 1 4.2 OR EQUAL B�•WEEN CCNCRE'c FiE'_J C GIG;NE RWTHE AND E ONC a„• DETAIL 6-E 6 ALUMINUM FRAME 9 LID TO 8E 81LC0 FLOOR 36 ! 149 7., c_ _. 6T 38. 9. 5 .0 2 .0' 05i ., 6 _8. .,o .,o 17631 .. 3 5 9 PLUG TO PREVENT CChCRET.E !DOTE RC.CP CUTLET PIPES \ �tn BY THE ErJ� J "z. Tnv-FVCL'�'E GF, CONC L,c DOORS 'KD' DOUBLE LEAF ALUMINUM ,TYPE KID 3 42 1 203 IO.i ! 19 81 1 9 91 52 CI 26 01 73 5 36-T 969 48 0; ITA 0; 52.01 42 42 1 10401 41 10.5i E 1 01 7.51 62 FRCM STICKING TO PLUG. �, ARE TO BE BLOCKED AS TEES' I i t B .. ONG SHALL. NOT BE LESS THAN SF; YIN 4'-0' z S'-O' WEIGHT 225 M (OR EQUAL) , 1 I 1 t '*y r-i... F Try - - "REDUCED n • C8 255i 132 5i9' 25Oi 579T 339i 950 480'126v^I 62.7t1 6G 679i48 48 I1360 501 120i i561 85i 8.7 I rtE' E„ EL EVA,.vN OF MASTER METER a REDU4-D PRESS'F C '"'E FE LINT PLAN OF DOUELE CHECK VALVE ASSEMBLY T REDUCED PRESSURE' E - V T I 5 VC,L.;+AES CF V_T1,:CAL SEND THRUST BLOCK3-R NET •- E-.��••- •>- I?i/-��.�C�Ot"/ PC:�. �L,J r �� r.E..LCEG PR�S„�R� TYPE 3ACKFLG'N PREVENTt_R PGI,R AUVAT- 54 1 33 5 i 16 8 7 32.9 i 55 7 42.9 122, 0T SOT: 159 01 7941 172 01 85,91 54 54 1 172.01 551 1351 21.0 9 51 11.9 _ "POUR AGAINST VCL'U`dES CF CONCRETE TO BE FL:RNISHED THE MUST COMPLY WITH THE. LATEST AWW'A G506 50 I _ _ UNCST.:. cEJ EARTH 1 UNDISTURBED EAR'-- aE-_ SPECIFICATIONS AND CITY SPECIFICATION W.209. 1 41.4 T 20.7' 81 .2 40.6! tC6.01 53.0 i 150.0': 75.01 196-0I 98,01 212.O1 10601 60 60 1 21-2 01 601 15.01 28.4I 10.51 15.7 C.CR:^_ , ,IN ING WEIGHT CF THE CCNC' E F 6' 8 WALL AND SLAB THICKNESS, AS WELL AS RESAR 55 1 501 1 25Oi =? 2 49A 1 129.01 602: M20i SOVI 237.C1 119OI 25701 12801 66 66 1 25701 551 1651 36.8! 1151 Z05 (4GC0 L8/CY) t5 cn ALTO OR GREATER THA'J THE \.., E VERTICAL CO , PC.E ;r OF T IS .UST CO THE. - 36"r L tiGTH OF DBI.CK.VALVE ASSEMBLY (MIN SPACIiJG AND SIZE, MUST BE DESIGNED BY A 72 59 6i 29.9! 117.0 5841 153,pi 76.3I216.01 109.01 282,01 141.01 305.01 15301 72 72 3C5.01 751 751 4Z2! 2.Si 272 DETAIL 5 -D DETAIL: 5-E VER ^1 B X \ VAULT ''HALL � ! 1 REGISTERED PROFESSIONAL ENGINEER. THAT 79 I 699i 350 177 C 68 5; 1790! 90.01254Q' 12701 331 >601 35801 17901 78 78 13580I 801 1901 5891 1351 33.7-•..+..�.�...�.. 3L0' (MIN) SHOWN IS MINIMUM- 84 81. 1 I 40 5 i=? 0 79 5 1 2C8 C1 104 O i 294 0i 147 0: '84 3, i92 01 416.01 20B 01 84 84 1 41 5 01 8 51 20 51 72 31 ,�\• _ _ 454! 2 PLAN OF PLUG THRUST BLOCK PLAN OF TEE THRUST BLOCK APPROVED 2 9 ' ALL 61ANHOLE STEPS TO BE CAST I N PLACE. , z 90 90 477 01 9.01 220I 87 7) 5 5) 49.7 FOR 0' COATED CAST IRON OR STEEL STEPS WILL NOT O i 93.I1 45Si iBL'G, 91.3i 239Oi fI9.01337.01.169.01 4a101 22t,01 477.01 23901 Q c r- B- - (SEE TEE & PLUG SCHEDULE) (SEE TEE a PLUG SCHEDULE) - t 96 i.C5v1 53.C12CE.Oi IC4.Gi 2?2.01 13fl013840I 192.0! 502.C) 25L01 54301 27201 96 6 4301 951 2351 iO4 9i 651 61.0 ACCEPTED ' - �" HORIZONTAL BEND SCHEDULE OCT _. x' y - ALU!vENU'M FRAME 9 LID T hl Cx EARTH --- RC-K - o 'n �OF CY.ECK WINE o c a, r: C C EA ;}i i ROCK EARTH I RCCX _-� -� EARTH 1. - = ----- - v BILCO KO-3 4' 0"z o G" f I -- -- i. R --- - I_D. T T1(1125°'2? 50 E t.D. G TrRUSTi A 8 FLL'." J A 8 ,JCL N"E LD. G rr.LbTi A B �Ct1.. 1 A B CL :.� LD G Hn _,T A j o LL .r A I 8 ,VCL .Ac LD. 1 G �Thr.J ,. A 8A(0 EQUAL, T - t _,_, _, ,. T - , r T I r 1 - ` _ rT�TC,fc' =- FT iN FT F T } (CYJ FT (FT) (CY.) ON.1 {FT.) (TONS) (Ft.J� (FT) i ,C.Y) FT-) lFT, (CY) (IN.) (FT) (TONS)! (FT, I (F;.I I ICY) IFT.) IFT,) MY) (INN , (FT) (,GJS)j (Ft.) (F'T) ( ,Y) (F _) ( ),� ` - (iN.) ON) T.) i,,... T.) (Ft. (1N.) ( .) ( S)1 T )� l I ( ( )1 I 1 1 l -f--- !_ �� -.-- ---- � I ;•,,.; _ a.5> a 0.41 1.5i t51 0.9i 4,6.5 ( 04; Iv', LGI 151 0H 10 101 OAI ITS 08! 201 ISi Si 0II (.Ol LOI O{i 4.6.8I 51 3.9! 201 2r' 07i 5 t51 Qt� .t.5.9 2.7i 7.1! SOi 1.51 b4^_2_CI 2.�_' 2- --- �j�r t -- 0. 12 I 0.5i E.51 51 1.2! 10, i2 1 0 61 gl------- -----. --_ _ ■ N- AS ,, 22 15! ,- Q Cti 5i C II Q,!2 I I.II 4.41 20i 2.5E 031 L51 151 Oil 10, 12 I 22! 8.71 35i 2_`_ OS' 20! 25i 031 10.12 401 t6.0 6 5 i 2.5i LQI 35t--- 8 O ! I-5i I i.6` 16. 18 I Del 50 2T 2T 031 15 21 021 !6,16 ' I.6 9.9i 3CI 35I 06i 2:0E 25i 03i I6, I8 I 32i t9.5i 45i 45': 12' 301 35 0.61 16,18i o.01 36.01 9.oi 45 24M 451 4 'c ---- 1. x -- ---- 6. 1 6 5 -- - - _ - - - - -_- ---- - -- - i O i - --- i 2 0 I ^3.61, 2 4 I 5 i 4 5 t 5 3 5 3 - -- _ 2G O 71 I _, ^ 1 L 20 0 91 6 c, 2 -. 04 15i 301 0.3! 20 1 1 81 12 _- _ _ - �I 0.7! 201 3Y 04 - ^! Gi 0.71 2b 66i 44,4 IOO� 45; -31( 5-1 4c, At ,.. .. I !'11 i �i 1 3, 35i i S' ... _., ' . � V 24 0,9i 1.5: 51 2.! I 24 I I.II 091 3C1 3M 05i It _3CI 0 1 24 L­2 -2! 177r__4C1 45! 1.01 3a 3.O! 0.5E 24 1 4.3j 34.oi so(- 451 ), a5t �C IAI 24 1 7.91 640i 145i 4.5i 5.01 80 40 2! K- -_- 3CI 4.01 08t 30 I 5.41 406-8 5, 5C, 5.2! 55! 401 1T,61- 0 - 991 75.01 f50i_5Gr 671 .0_! 33 CITY OF COLLEGE `J AT C1111 }} •- CITY OF COLLEGE STATION 30 2.91 91 25 30 1 14': I0.41 3C'I 23 061 20 351 0.4T1 20i Z0 2a71 ;''! 4: I5i _ ALCCA :cta53A fi� z5 4.5 1.5! ?.31 33 36 I l.7, IS.OT 35 45i 09, 20, 40 05T 36 3T 299i 50 51 23I 4G: 40! L31 36 -1 6.Si 58.6i 00! FC' SS 551 4.Si 2.6i 36 I 11.91 IC80i e& 601 IL4I 120E 4`_.t 5._ _ _ 4 I B! 3= 42 I i 9 20.4! a5i 5"! 15, 25i 50" 0.8i 42 3.8E 405i 7O! 6.OI 391 45+ 50i 2A1 42 I 7.Si 79:6; I(_5i 7.CE 8.P{ 8Oi 5.0E 42I 42 13.9+ t4T0 21.01 7Ct 7.8; 14.CI 551 8.7 a� WATER DEFARTiME1NT NOTE 10 WATER DEPARTMENT 2 50 .6 2 _ Y _ ^ ° - - _ _ -- - -- -- 48 5.51 2-C;'01 4.3; 48 1 2.2'. 266i 4s° 6. 2.Ci 25 6n 1.11 48 1 41 E29i 901 70t 50 41 67 ?8; a8 851 I04C: 00 S0 11990( 601 631 4V i i�91 9_ 12�0 � � 601 60E TO S -T '. Q 54 6.01 2 3 � 341 4?, 54 ! 251 3371 5G+ 5^' 30! 301 6�+ 1.4r 5a 1 4,91 b7Or 901 801 so6.0E 60i 4,Ij 4 i 9:7' t31.51 I5.0! 9C1 1711 IOSt: 65T 8..t 54 f (79! 2430i 27.01 9t-% 91 iF'01 7.01 18.1 r 60 1 6 51 2._`• 3 3i 5 3 60 171 41 6 T 67 AS 381 30! r.0' i,81_f0 i 5.5i 82.71 9 5i 9_i 1061 6,0 7_01 5 3 i 60 1 10 7! 162.4i 165i 10_1 25 1 11 0E 751 201 50 _IAM _001 +,_�.' L�0.31 ?�G+ 7 1 2 C APPURTENANCE E�dANCE SHEETS 1 ."3, APPURTENANCE SHEETS c c t 3.04 5Q3i 65i 8CI S_II 351 80! 271 66 1 6.01 EOQ II t051 i001 141I 6Si B.01 7 66 11.81 196.5 Oj zA11 1201 851 621 66 1 21.81 Z62VI 3301 IYOI 66.21 22C1 8 j 32`_ E6 6.81 2 7 5 7 66 ; _ 7 4 63 72 ! 33i 5991 75T 8r.' S31 40+ 8C! 3-3J 72 S., 119I II01 IIOt 7.61 T.SE 8Oi 9.dI 72 { E2,91 233.9E l95) t201 3i E i401 8Si 207; 72 ! 23.8! 431.8E 30"01 !2T855! s4C1 9C1 4J0 a <r.v M,v _.__- ._. r_ __. �._ ____-- _.__ _ _ ! _ .__ _ _... r-_ ___ ----..___- -- _ _ _.- - - --- -_ 49 1451 95i 78 t 2571 5C671 3901 1361 tOd21 26G1 IOC 53Z -- 78 7.51 3.31 +9T 67 78 1 1w 702+ 801 9Q1 TO 40 10 301 78 1 to 1398E 120! 120E 2?.51 ED 901 11.71 78 1 1391 274Si 2f5i 13Ci _ --- --- - - t rw 84 80i 35 5 31 72, 84 39; 81.51 851 l00+ 031 45r 1001 5.31 84 T61 162.11 1301 12.5! 270 B.Si *01 1481 94 15.01 318.41 23.01 14Ci 6121 15 5i 1051 *i 84 1 27.71 5B'7.714201 140J 13441 280E 10 64E r DETAIL 6 - r ! - -_ -_____ __ _ 4 I t50 I s ? 51 i s r K DETAILS 1'f: ..-.--..+_.r..._�...�-,� • 90 I 8.5- i_��..__.. - 77 90 ( 41i 935I 9` 0C' iZ2! 50f IOCT 6.3I 90 �82-T!8F11 E4'Ji I35! 3371 95( IOQI17.7( n(7 �16E1 '655I 245i 15i�! 74'$I E75i IC�SI 346� 90 0} br�5, 50"9i..�C'S8 .- THRi.r.JT BLOCK �J r., ,.,. VAULT DETAILS W 3/6 -- ---------------__- _- --------�-- --- -- -- �-- .� i''k��,nj".�;.=L.. STEP 9.6 9.0' 4'J :. :;�` 8.2! 96 4-4; IC6.4' IC01 IIC'i 1�U; 5C1 1E01 i',4 Sc T-g.71 211.71 IS u'I 14.5, 4t-2) IO CI 11.012!_8 95 17tI 41 �.G; 260E 16,0i 695I Ifl51 II S, 485191.6E 76751 a8_JI t6C 149_01 32_Gi :2 1"