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6.1-1778
TOP OF BRASS DISC FOUND IN CONCRETE MONUMENT AT THE INTERSECTION BRUNDAGE LANE AND "U" STREET, Ir ♦ I , AMERICAN VERTICAL DATUM 1988 (NAVD88) ,CITY STANDARDS SW -4 MANHOLE TYPE "B" SW -7 SEWER PIPE CONNECTION D-14 CATCH BASIN TYPE °A" D-17 GUTTER DEPRESSION D-18 PIPE SADDLE DETAIL ST -1 CURB AND GUTTER ST -.8 COMBINATION SIDEWALK ST -12 PAVEMENT PATCHES ST -13 TRENCH BACKFILL AND COMPACTION REQUIREMENTS W-3 FIRE HYDRANT ASSEMBLY W-8 WATER SERVICE CONNECTION W-12 VALVE BOX DETAIL A88A CURB RAMP DETAILS ST -21 SURVEY MONUMENT T-2 MISCELLANEOUS SIGN DETAIL T-1 STREET SIGN ABBREVIATIONS EXISTING VALVE WITH SIZE SHOWN 96 EXISTING WATER METER 0 - 0 EP EDGE OF PAVEMENT R jW RIGHT OF WAY CB CATCH BASIN TC TOP OF CONCRETE INV INVERT JB JUNCTION BOX FL FLOWLINE SD STORM DRAIN FG FINISHED GRADE CL CENTERLINE GB GRADE BREAK MH MANHOLE ELEV ELEVATION EXIST EXISTING OE OVER --EXCAVATION BW BACK OF WALK TOM TOP OF MANHOLE BC BEGIN CURVE BCR BEGIN CURB RETURN ECR END CURB RETURN EC END CURVE ------ _------_----_ _-- SECTION LINE 10 — - - - - - - - -- I —- - - - — CENTER LINE WITH STATION LABEL ------------- _------------- -- -- ---- EXIST. RIGHT--OF-WAY LINE C CONSTRUCT STORM DRAIN PER THIS CONTRACT ----M---� •- -- -' EXISTING STORM DRAIN AND MANHOLE -.--------5 S `� S EXISTING SEWER AND MANHOLE w EXISTING WATER G EXISTING GAS - — — --OH— — - -OH---- — — —OH— — — --OH--- - - - - ---oH— EXISTING OVERHEAD LINE FD -FO— FD Fo EXISTING FIBER OPTIC — E E EXISTING ELECTRICAL E E T— T- T— EXISTING TELEPHONE LINE T-.._ N TV N ry EXISTING CABLE TV X X X X x X X EXISTING FENCE EXISTING BLOCK WALL --LIP -----r 4-------fir_`-y_-,x._1,1-_-------: --� EXISTING CURB 8c GUTTER FLOWLINE ------------ BACK OF WALK- DETAIL, DESIGHAMON: DETAIL LETTER A 2 SHEET WHERE DETAIL IS SHOWN Pun CONFLICT NOTE: F2] PHASE to ITEM OF WORK: 1 p PHASE 2 ITEM OF WORK:O CURVE DATA: O CITY OF = RSFIELD DEPARTMENT OF PUBLIC WORKS 3J EXISTING FIRE HYDRANT lbEXISTING BLOWOFF R R EXISTING VALVE WITH SIZE SHOWN 96 EXISTING WATER METER 0 - 0 EXISTING STREET LIGHTS C-- -O- EXISTING POWER POLE AND GUY Ci) EXISTING CONDUIT PULL BOX 0 0 E 171/ C CT MB 4 M x EXISTING CATV PULL BOX TELEPHONEEXISTING ELECTRICAL SERVICE EXISTING STREET SIGN EXISTING TRAFFIC S0 EXISTING ELECTRICAL VAULT EXISTING TELEPHONE EXISTING TELEPHONE PEDESTAL EXISTING MAIL BOX ,�-BEARING AND. DISTANCE SECTION w SECTION V 3 k I !1 rr� � STATE OF CALIFORNIA LOCATION MAP LIST -OF DIRIAWIINGS SHEET 1 COVEIRIAND TITLE SHEET PHASES 1 A& 2 SHEET2 "U" STREET STORM DRAIN &TRENCH PATCH DETAIL SHEET 3 °U" STREET STORM DRAIN CONT. PHASE 1 A SHEET 4 2ND STREET STORM DRAIN PHASE 1A SHEET 5 1 ST STREET STORM DRAIN PHASE 1A SHEET 6 1ST STREET STORM DRAIN CONT. PHASE 1A SHEET 7 MH NO.6 & X -GUTTER & C.B. REMOVAL PHASE 1A SHEET 8 4TH STREET IMPROVEMENTS PHASE 2 SHEET 9 ►,T" STREET IMPROVEMENTS PHASE 2 SHEET 10 BILL AVENUE STREET IMPROVEMENTS PHASE 2 SHEET 11 "V" STREET IMPROVEMENTS PHASE 2 SHEET 12 SPECIAL PROJECT DETAILS I CROSS SECTIONS SHEET 13 CITY STANDARD DETAILS SHEET 14 CITY STANDARD DETAILS File Name: C01311004TS1 PRINT DATE: 12/1/14 CONSTRUCTION NOT�Sj 1 THE CONTRACTOR LOCATOR SERVICE AT 1-800-642-2444 / HOURS PRIOR ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS !Ai PERFORM ! O• O! CONTAINED WITHIN THESE PLANS r SPECIFICATIONS. ENCOUNTERS3. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR MATERIAL EXCAVATION A REASON O BELIEVE MAY AS DEFINED BY SECTION 25117 OF THE "HEALTH AND SAFETY CODE",IMMEDIATELY SO NOTIFY THE ENGINEER IN WRITING. EXCAVATION IMMEDIATE AREA OF THE SUSPECTED HAZARDOUS MATERIAL SHALL BE SUSPENDED UNTIL THE ENGINEERAi RESUMED. CROSSINGS4. CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY SHOWN r AS REVEALED BY THE USA LOCATORS AND ALL STORM DRAIN TIE-IN POINTS PRIOR TO TRENCHING OPERATION. ! A !A !'! SHALL VERIFY VERTICAL CLEARANCE BASED ! r CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTSVERTICAL STORMOF THE DRAIN j, REVISED NECESSARY PRIOR TO LAYING OF PIPE. DETAIL - TRENCH PATCHrB"� 00 PROFILE A EIEV.'390713 4 INV. EXIST. 18" E&W 2 ELEV. 389.91 INV. 24" N—S EXt. 18 -� C') , REMOVE EXIST, H & CONSTRUCT MH NO. 2. CONNECT EXISTING 18" STORM Colo DRAINS TO NEW MANHOLE, D=48 sw-4 'tot STA. 10+18.97, 8.36LT.00 I 13 OR # t n \�\ / I I R/W j/ # FLOWLINE Lx x I x I �� - x x¢ x x x x ---x x -- �t+'i GUTTER LIP NSr4UCT 4" _6 STORM IN 10'49'10"E 3R.00' ---- �$» pRatc� Q N0'59'50"E 25>13' 12 REMOVE EXIST. 18" S.D. & '? �: CONSTRUCT 24" S.D. A SHO STREET -- ®- CONSTRUCTION a�GUTTER uP, I -- - ---� c_ ------>_----?E EXIST. CATCH BASIN I FLOWLINE x \ I RJW INTERSECTION "U" ST, & 1ST ST. (MON'T NOT FOUND) t STA. 10+00.00 "U" ST. STA. 10+00.00 1ST ST. I ii ti I I I w EXIST. 4" WATER ca EXIST. WATER SERVICE 1 t= STA. 12+55± co 001 n N10'49'l0 "E 680.87-�A -- X X X - j—X X X X- X �I II 11 ❑j ALL WATER SERVICE LINES IN CONFLICT WITH THE STORM DRAIN SHALL BE REALIGNED AND RECONSTRUCTED AS NECESSARY BY CALWAIER. [-2] ALL GAS LINES IN CONFLICT WITH THE STORM DRAIN SHALL BE REALIGNED AND RECONSTRUCTED AS NECESSARY BY PG&E. ❑3 CONSTRUCT PIPE SADDLE PER CITY STD. D-18. USE POLYSTYRENE FOAM REMOVE EXIST. MH &CONSTRUCT MH BETWEEN TOP OF EXIST. SEWER & un o meaucrT cwcnur_ 10" CTf1D11 BOTTOM OF STORM DRAIN. 395w4 CONSTRUCT MHN01 D=48 DRA.INS_ TO _N W__._MANH_OLE,. D=48_ " _s � 13 STA. 9+94.98 STA, 10+18.97 13 w C\j ELEV 390.69 INV. EXIST. 18" S ELEV. 390.74 INV. EXIST. 18"&W 06 0 EXIST, PAVEMENT GRADE co Fn 394 " ELEV. 389.86 INV. 24 N&E � � " ELEV. 389.91 INV. 24 N�-S _ Lu OVER STORM DRAIN ' Cl 1Q i (J) 0 _ 393. _ �O xfisT. 18" cli SEE SPECIAL 8AC6C�LL D E DETAIL _ E S.D. TO BE �► 8--2 FOR COVER UNDER 2' Lu Z REMOVED �V > q _ 392 - - .+m - - - a...r- +- - - - - ...r.-------- - - >-- m....-n..-� .�.....» u-j� PIPE o 5=0.20 CROWN � (ACTUAL SLOPE) U- aC) 391, Q i_ -g PIPE INVERT 0.19 CONNECT EXIST. 18" ►� _S= S.D.390 e TO NEW'MANHOLE _� ExlsT. GAS 2 STA. 10+16± 3$9['(1M5Ml tf:T ffl I1I 1 F )F ?Q rl , Rf°P Rr,l T�Rlut CfRAIN 388 w w � w C\j 0 < 06 0 387 cc - i Cl 1Q i (J) 0 Llj *i ,'° i co i �► Gi.. Lu Z ua �V > q 06 CN •' u-j� CC >w o b U- aC) Q i_ 12 SCALES HORIZONTAL:1 =20' VERTICAL: 1 =2' STA. 12+55± L-�J _. 1392 391 390 EL. 39®.47 3$ RECORD DRAWING CERTIFICATION 6.1-1778 cc At w w � w C\j 0 < 06 0 i ,11. !o i (J) 0 Llj *i ,'° i OD LL Lu Z i_ > Ll- 06 •' o CC >w o i_ SHEET NO. 2 OF 14 Ti —w I 1W-1 7/— ---�rN1O'-49'1 "E 330.00' SW -4 CONSTRUCT CONSTRUCT MH NO. 3, D=74870 13 STA. STA. 13+48.97, 8.36LT. EXIST- WATER SERVICEITA13+ 4 �G�C�C�4i � S=SIET C"GH70 I� i R/W II 0 X-- FLOWLINE EXIST. 4" WATER XL—X—X—X x X, x -w -w— EXIST. WATER VICE CONSTRUCT 2 EXIST. WATEIR SERVICE GUTTER UP EXIST. WATER SERVE �� STA. 13+59± STORM DRAIN STA. 14+55± *49'1 O"E 339.39' WSTA, 15+55± --�-N10#49*70"E 680.87' 14 15 16 "U" STREET GUTTER UP CONSTRUCTION 7���>� FLOWL11,fr- -x—x—x--4,J-x—x—x---# 0 x R/W SCALES 10 0 --''20 40 HORIZONTAL: 1"=20' VERTICAL: 1`=2' 20 5 IP�Y� 191P STREET C�(DINTa Z = 00 4- 11 Ln V) Oil L ,z -j M REALIGNED AND RECONSTRUCTED AS w NECESSARY BY CALWATER. z 00 %- ALL GAS LINES IN CONFLICT WITH n 00 V) o6 X LLJ - r-_ CD . lillit I >: >; [-3] CONSTRUCT PIPE SADDLE PER CITY X 0 n o6 IR I I I t, -- EXIST. CATCH BASIN +0.) + i OD do -1d (/) C) ix 0 Z —w EXIST. WATER SERVICE F -,-i STA16, 6 C14 . 42± 0017 17 C14 717 T f— to '00 2 + + 00. 00 z 8 Z 0 00 C -- IF 17 394 393 392 391 390 389 0609� 6.1-1778 amammosm w 24 ALL WATER SERVICE LINES IN CONFLICT C41)�2 WITH THE STORM DRAIN SHALL BE we REALIGNED AND RECONSTRUCTED AS ,cn 00 NECESSARY BY CALWATER. z 00 %- ALL GAS LINES IN CONFLICT WITH �-UJ (n THE STORM DRAIN SHALL BE R 00 REALIGNED AND RECONSTRUCTED U-1 V.- AS NECESSARY BY PG&E. W (D >: >; [-3] CONSTRUCT PIPE SADDLE PER CITY t-- c6 STD. D-18. USE POLYSTYRENE FOAM Q 00 + BETWEEN TOP OF EXIST. SEWER & 0 BOTTOM OF STORM DRAIN. r-) < Q z D 395 IF 17 394 393 392 391 390 389 0609� 6.1-1778 amammosm w 24 941 co rr .7 Q 2 co z 9 cr: c) (D 1u- 41 C) 'It •1 .0 cn 0rs c\j 12 8 Z. LL frl we w z 941 co rr .7 Q 2 co z 9 cr: c) (D 1u- 41 C) 'It •1 .0 cn 0rs c\j 12 8 Z. LL 0 0 z W (D C\J Z < 06 0 r-) < Q z D z I W cc T CL < u - U) 0 w C) cc W Z > < y- < - Z cr m z o — o W z w > 0 u- 0 Ljj T- 0- § w Cc w w < cc_ D U) SHEET NO. 6;) K,-5) OF 14 23' 0: m zo r -i - 1-----X— � -- Mill6fil D EXIST. 18" DRAIN D D 2ND STREET z M CONSTRUCTION . . . . . . . . . . . . GUTTER UP V) FLOWLINE n z: C) = 0 C�6 0 = +co R/W m V) II SCALES Z2 00 < HORIZONTAL: 1"=20' wo FINISHED PAVEMENT GRADE OVER VERTICAL: 1 it =21 IT STORM DRAIN, SEE SHEET 7 396 L6 0) V) C5 PAVEMENT GRADE _ C\j C,6 Z co co lb 395 V) } EXIST. 395 >< LIJ 00 PAVEMENT 395 _j :D cr • + m CL < TO BEREMOVED PIPE CROWN Cc EXIST. PIPE 394 - ----- ----------- - ... 394 II m 48 -v) z D EXIST. 18" DRAIN D D 2ND STREET z M CONSTRUCTION . . . . . . . . . . . . GUTTER UP V) FLOWLINE n z: C) = 0 C�6 0 = +co R/W m V) II CONSTRUCT 16.00 LF OF W PROFILE A 18" CL. 5 RCP–RGJ STORM DRAIN SCALES HORIZONTAL: 1"=20' wo FINISHED PAVEMENT GRADE OVER VERTICAL: 1 it =21 IT STORM DRAIN, SEE SHEET 7 396 L6 0) cq L6 EXIST. PAVEMENT GRADE _ C\j C,6 Z co co lb 395 } EXIST. 395 < 394, PAVEMENT 395 _j :D cr • GRADE -, m CL Ll_ cl) TO BEREMOVED PIPE CROWN Cc EXIST. PIPE 394 - ----- ----------- - ... 394 PIPE z ir V) L ------------ z CROWN 0 D m SEE SPECIAL z: 393 X, Cc 0 BACKFILL L PIPE — S=O-. W7*- (AM C/) C=)j DETAIL 8�2 391 INVERT 0.20 PIPE INVERT FOR CC) R z 392 w z < z: = UNDER 2' 392 GAS �-,- �JE *YyJl S IT. GAS, < "o I 12:LL�. EXIST. PIPE 00 1 391 uj INV. 391 pa 10 ck5 t� Lo 4 co co 11 �2 -J> -C v) of m 8 X co W *-- 390 :c C) +-:-=: V) C>l, :> :> 390 >< 00 >< U-1 X = :z f—: >; z: z — Ki L6 cq 101, X ui U-) 00 00 00 0 c -j + z: + vi co n 0 •>; NZ < Q w v- u V) w m m V) Lu W J-07) CONSTRUCT 16.00 LF OF W PROFILE A 18" CL. 5 RCP–RGJ STORM DRAIN EXIST. CATCH BASIN R/W �� _ _ _ ° OH LlOWL--;z--X INE x— C) KA GUTTER UP -c:) r D > 57970'50'E J04. 00 Q ®-x—x—x—x— =x —x—X----\ xIIx II r ,I ALL WATER SERVICE LINES IN CONFLICI: WITH THE STORM DRAIN SHALL BE REALIGNED AND RECONSTRUCTED AS NECESSARY BY CALWATER. n2 ALL GAS LINES IN CONFLICT WITH THE STORM DRAIN SHALL BE REALIGNED AND RECONSTRUCTED AS NECESSARY BY PG&E. 31 CONSTRUCT PIPE SADDLE PER CITY STD. D-18. USE POLYSTYRENE FOAM BETWEEN TOP OF EXIST. SEWER & BOTTOM OF STORM DRAIN. -DRAIN it v ORM ONFLCEM4 Q3 ll V) C) m 5Z L0 co EXIST. CATCH ft < BASIN + ez, SQ uj z - "o LLJ , 1, 0 Q V) OH ON —OH c, 0� yFLOWLINE o) co k w L113 -7 C/) GUTTER LIP G—G— < — =fl EXIST. 18 5 IN S85 -48'03-E 81-46' – 12 - EXIST. 18" DRAIN 7-01 50 Tl S89 7 1'44 30400J. –I— – — REMOVE EXIST. 18" CONSTRUCT 18 J29.27' S.D. & CONSTRUCT 2ND TDRAIN STREET SORM 18" S.D. AS SHOWN CONSTRUCTION co GUTTER LIP ___.X clq cv VI V) X < o co / FLOWLINE —X—X—X—X– co Pz Ci (=; CS 0 C)o LQ + M=meR /W 0 (/) [t II'k: � SCALES 10 0 20 40 HORIZONTAL: 1"=20' VERTICAL: 1"=2' 20 5 396Lo wo Lo EXIST. CATCH BASIN R/W �� _ _ _ ° OH LlOWL--;z--X INE x— C) KA GUTTER UP -c:) r D > 57970'50'E J04. 00 Q ®-x—x—x—x— =x —x—X----\ xIIx II r ,I ALL WATER SERVICE LINES IN CONFLICI: WITH THE STORM DRAIN SHALL BE REALIGNED AND RECONSTRUCTED AS NECESSARY BY CALWATER. n2 ALL GAS LINES IN CONFLICT WITH THE STORM DRAIN SHALL BE REALIGNED AND RECONSTRUCTED AS NECESSARY BY PG&E. 31 CONSTRUCT PIPE SADDLE PER CITY STD. D-18. USE POLYSTYRENE FOAM BETWEEN TOP OF EXIST. SEWER & BOTTOM OF STORM DRAIN. -DRAIN it v ORM ONFLCEM4 Q3 ll V) C) m 5Z L0 co EXIST. CATCH ft < BASIN + ez, SQ uj z - "o LLJ , 1, 0 Q V) OH ON —OH c, 0� yFLOWLINE o) co k w L113 -7 C/) GUTTER LIP G—G— < — =fl EXIST. 18 5 IN S85 -48'03-E 81-46' – 12 - EXIST. 18" DRAIN 7-01 50 Tl S89 7 1'44 30400J. –I— – — REMOVE EXIST. 18" CONSTRUCT 18 J29.27' S.D. & CONSTRUCT 2ND TDRAIN STREET SORM 18" S.D. AS SHOWN CONSTRUCTION co GUTTER LIP ___.X clq cv VI V) X < o co / FLOWLINE —X—X—X—X– co Pz Ci (=; CS 0 C)o LQ + M=meR /W 0 (/) [t II'k: � SCALES 10 0 20 40 HORIZONTAL: 1"=20' VERTICAL: 1"=2' 20 5 REMOVE EXIST. s DRAIN & CONSTRUCT 81.46 LF (ACTUAL LENGTH) OF 18" RCP-RGJ STORM DRAIN 13 PLUG EXIST. 18" STORM DRAIN A MINIMUM OF 2' FROM EXIST. MANHOLES. SLURRY FILL APPROX. 260± LF OF REMAINING PIPE PER THE SPECIFICATIONS. 396Lo Lo Lo m L6 0) cq L6 EXIST. PAVEMENT GRADE W C\j C,6 Z co co 0) co co OVER STORM DRAIN 395 uj < 394, z _j :D cr • EXIST. 18" S.D. m CL Ll_ cl) TO BEREMOVED PIPE CROWN Cc EXIST. PIPE 393 - ----- ----------- - - CROWN m z ir ------------ L ------------ z w 0 D W 392 X, Cc 0 0 ------------ — S=O-. W7*- (AM C/) 391 C) PIPE INVERT L z w z < C\j w rr F— EXIST. PIPE 390 1 ui uj INV. pa 10 ck5 co co 11 UJI cn a T— V) o co X00 uJ >< 00 >< U-1 f—: >; z: z — X ui >; >; >; 0) W >< n UJ v- CN IN 1-: ~- J-07) + m 0) a) cr,z >> >.>y w w uj U) ui w U) cd W, uj REMOVE EXIST. s DRAIN & CONSTRUCT 81.46 LF (ACTUAL LENGTH) OF 18" RCP-RGJ STORM DRAIN 13 PLUG EXIST. 18" STORM DRAIN A MINIMUM OF 2' FROM EXIST. MANHOLES. SLURRY FILL APPROX. 260± LF OF REMAINING PIPE PER THE SPECIFICATIONS. a) m r) z 5 (D cr • W C\j C,6 Z < < z _j :D cr • w m CL Ll_ cl) LL 0 Ljj Cc w Z < y- < a) m r) z 5 (D cr • W C\j C,6 Z < < z _j :D cr w m CL Ll_ cl) LL 0 Ljj Cc w Z < y- < - m z 11 W 5 z w 0 D W ui > LL Cc 0 0 cc n C/) C) n z w z < C\j w rr F— W SHEET NO. 4 OF 14 I 0 w ............ ........... rl ElIE41E m 1041111WN cl-4 cr) —OH OH -OH G INTERSECTION 1 ST ST. & EXIST. 12" SEWER U- ST. (MON'T NOT FOUND) STA. 10+00.00 1ST ST. STA. 10+00.00 "U" ST. s -4 CONSTRUCT MH NO. 1, D=48" Q—V STA. 9+94.98, 5.00RT. 1ST ST. STA. 9+94.98, 5.001-T. "U" ST. 11 EXIST. CATCH BASIN R/W F-1 o —OH— ,7T b wli T��lsl SEWER i EXIST. GAS EXIST. WA - TM SERVICE 5 STA. 10+25± STA. 10+57± CUTTER LIP —'A FLOV.&INE (A A I S: + -H , LLJ 100, C" �2 >-c ;� — >< LLJ U) LLJ FIl r m—1 LLJ ui RET S=..4 ii cn 0 11. --j ol u - f V) to 00 Lv a w F- C) -m 0 M qd- + + CONNECT TO EXIST. 24" S.D. & V -t -t 0 6 %-- kQ E) CONSTRUCT MH NO. 7? D=48 G ILO NE 0 1 STA 14+51.68� a00RT 1ST ST W —OH — — — —OH 0 (/)Z,- STA 145M &W 19 9 E —Xr-- --o 6H VjH —OH— —OH— — — --OH— OH -7/7- 71— W GUTTER LIP 0 a 1ST STREET 1 "4-- VI vt Lo s N. CONSTRUCT MH NO. 6, D=60n C14 CONSTRUCTION STA. 14+25.43, 5.00RT. INTERSECTION 1ST ST. 12 13 14 >< "V" ST. (NO MON'T) S8,971'44*E 44767 uj & A A f 3 STA. 14+47.67, 11.25RT, 1ST W. S8911 W 436.0 0 0 D STA. 14+47.67 1ST ST. E. CONSTRUCT 24 STORM DRAIN 1ST ST. o 7 EE S EET w w w EXIST. 6" WATER IB w V14, W., --X —x---T—X—X— -H--x--x—x-- o -0 r-X—X—X—x X—X—X xF--X- 00 x VR/W X x L co 11 ALL WATER SERVICE LINES IN CONFLICTSCALES 10. 0 20 40 0 NTH THE STORM DRAIN SHALL BE — REALIGNED AND RECONSTRUCTED AS R' ST HORIZONTAL: 1"-20I 1—m VERTICAL: 1 "=2' 20 5 I I. I�IIIL — 1. I . " IIID l : l I �m co 1'4r-k.*r-03Mr%l DI kjMLVV/A[r-fN. V) Lu • ALL GAS LINES IN CONFLICT WITH (D C-6 Z < cn • THE STORM DRAIN SHAH BE r-) ao --396 Q cU Lo z REALIGNED AND RECONSTRUCTED 00 63 C-) CL - AS NECESSARY BY PG&E. V) uj cc I'tt U) w too -�d < a CONSTRUCT PIPE SADDLE PER CITY U) F- llul U) 393 STD. D-18. USE POLYSTYRENE FOAM 392 Z W LJJ r 2.4- 04 ILL M BETWEEN TOP OF EXIST. SEWER & 396 �- c; z: >: BOTTOM OF STORM DRAIN. 00 C/) w z < 01) 00 395 _ --0) _ _ _ _ _ _ _ _ _ _ q + 0) r1e) Lo CD :zca �jj Lo co m co m co co 0) co co EXIST. PAVEMENT GRADE c6 co R3 0) co OVER STORM DRAIN Lu 394 (cmo co �j Lu co Lu co co LU uj ui 393 c� uj SEE SPECIAL BACKFILL DETAIL E)(IST, WATR SERVICE 8-2 FOR COVER UNDER 2 STA. 1(0+57 392 . . ......... 391 . ........ .... . . . . . ....... — CROS PIPE- 390 EXIST. GAS pft INVERT S=-0.19% 389 S. 10+25± . ................ 388 387: 10 EXIST. 12" SEWER 11 12 13 STA. 10+25, ELEV. 387.5±1E CONSTRUCT 430.44 LF OF 24" CL. 5 RCP—RGJ STORM DRAIN I I. I�IIIL — 1. I . " IIID l : l I 14 a� FRI. tp # w . I x uji i UU it 0 �m co co V) Lu • 14 a� FRI. tp # w . I x uji i UU it 0 I 391 390 V) • V) (D C-6 Z < cn • r-) ao --396 Q cU Lo z + 395 63 C-) CL - m V) uj cc C\! 394 < o-) < U) F- llul U) 393 LL 0 392 I 391 390 22 1 a Q 0 l< 21 zi I c/) Ix I M o OD < cn c/) z LIJ w 0 cr- Z cr- LL z LL ZUi 0 o U Kzt rl ry 0 colc\11 cc • • (D C-6 Z < • r-) • < Q Zr D w 22 1 a Q 0 l< 21 zi I c/) Ix I M o OD < cn c/) z LIJ w 0 cr- Z cr- LL z LL ZUi 0 o U Kzt rl ry 0 colc\11 cc • (D C-6 Z < r-) < < Q Zr D w 00 Li- CL - ILL u) 0 uj cc w < 0 < U) F- Z U) o LL 0 W 5 Z W LJJ w > ILL M �- o CL C/) w z < w SHEET NO. 9 OF 14 ccs �2 —OH o INTERSECTION 1ST ST. & "V" ST. {MON'` NOT FOUND) STA. 14+47.67 1ST ST. WEST STA. 14+47.67, 11.251-T. 1ST ST. EAST -OH T OH 0 CONSTRUCT MH NO. 6, D=60" EE HEET 5 EAS 0 \H STA, 14+25.43, 5.00RT. 1 ST ST. 14 510.29'18" 6.37 INI r I.' f 11 F-. l-: I I. n Efl — -,//— — — — I / 0 55.23 AND �PLUG�. 51-45* i:4 - CONSTRUCT MH NO. 8, D=48" X 13 STA. 14+26.67, 11.25RT. 1ST ST. W. STA. 14+26.67, O.00RT. 1ST ST. E. CONSTRUCT TEMPORARY PLUG STA. 14+28.64, 0.36 RT. ALL WATER SERVICE LINES IN CONFLICT WITH THE STORM DRAIN SHALL BE REALIGNED AND RECONSTRUCTED AS NECESSARY BY CALWATER. F-2] ALL GAS LINES IN CONFLICT NTH THE STORM DRAIN SHALL BE REALIGNED AND RECONSTRUCTED AS NECESSARY BY PG&E. CONSTRUCT PIPE SADDLE PER CITY STD. D-18. USE POLYSTYRENE FOAM BETWEEN TOP OF EXIST. SEWER & BOTTOM OF STORM DRAIN. 1 -7 EXIST" WASTA. 14+77.30, 9.18RT. w TER $� :Z r 00 10 EXIST. 8" GAS 2 Lo L 1, J -j w STA. 14+62± ll�o -< I EXIST. 2" GAS co N cn x X—X—X- -x--x—x—x—x—x—x—x—x--x—x—x--x —x- R/W \17 TPff AATr\\J tqT R7MIRIP.7 (kr"7nlN SCALES 10 0 20 40 I wo re- Howel VERTICAL: 111=21 20 5 N C? 395 'IT -395 0) EXIST. PAVEMENT GRADE OVER STORM DRAIN 394 N co C6 394 coo CMS) 01 co w393 393 -H Q -H -H 392 + + + 00 < tatV) t�w 391 Lxw dr t; tn- IR, .4 390 S=-0.31% (ACTUAL SLOPE) t; 389 389 388 388 387 PIPE CROWN 387 cfl L -j 386 386 PIPE INVERT C:; z 2 LIT s=-0. E SLOPE) 385, '00 385 U-) oi m 00 = + r4") 384, 06 CL 384 14 C5 C-4 " >; 15 o0 Z: -CC >; of W te) C-4 0 c) ul oi ui +0000Z: + to < o6 z * cn w uj 8 CONSTRUCT 6.37' LF (ACTUAL LENGTH) OF 24" RCP—RGJ STORM DRAIN CONSTRUCT 51.45 LF (ACTUAL LENGTH) OF 24" CL. 5 RCP—RGJ STORM DRAIN 4 10 e U3x w ,0tuj ti - I cucl 0 1 cf) Z—,o w n Ln M 2i zi > 0! Z < U-10 ot<z 21zlrn zz wif Lu 01 CD zol Z -j <� co rl io iz cr) C\47:�:: u- cb i c" 1) 0� oolz -t5 u- ic z —i w 0 c\l < 06 Z < z _j CE IE W m CL Z LL u- - < co 0 Lij Cc > cc W Z < LJ m z o f2r — LL W Z 0 w o 0 CL cl) Q Z U) w w T— RECORD DRAWING CERTIFICATION SHEET NO. 6.1-1778 OF CITY RECORDS NO.: 14 A rN, R/W Lo FLOWLINE ,2 C�o U) co 00 0 co — _ __ .._.. — Kf:frZR�N--l-F ---F '2" ---G XT — ��Y� — — — �� to � & -V- ST. (NO MON'T) 1ST STREET Lr' Lo 0- L,Jl STA. 14+47.67, 11.25RT. 1ST ST. W. STA. 14+47.67 1ST ST. E. CONSTRUCTION EXIST. 12* STORM DRAIN STA. 14+70± 1516 CONSTRUCT TEMPORARY S89 7 144 T t Cc , cc ir n Efl — -,//— — — — I / 0 55.23 AND �PLUG�. 51-45* i:4 - CONSTRUCT MH NO. 8, D=48" X 13 STA. 14+26.67, 11.25RT. 1ST ST. W. STA. 14+26.67, O.00RT. 1ST ST. E. CONSTRUCT TEMPORARY PLUG STA. 14+28.64, 0.36 RT. ALL WATER SERVICE LINES IN CONFLICT WITH THE STORM DRAIN SHALL BE REALIGNED AND RECONSTRUCTED AS NECESSARY BY CALWATER. F-2] ALL GAS LINES IN CONFLICT NTH THE STORM DRAIN SHALL BE REALIGNED AND RECONSTRUCTED AS NECESSARY BY PG&E. CONSTRUCT PIPE SADDLE PER CITY STD. D-18. USE POLYSTYRENE FOAM BETWEEN TOP OF EXIST. SEWER & BOTTOM OF STORM DRAIN. 1 -7 EXIST" WASTA. 14+77.30, 9.18RT. w TER $� :Z r 00 10 EXIST. 8" GAS 2 Lo L 1, J -j w STA. 14+62± ll�o -< I EXIST. 2" GAS co N cn x X—X—X- -x--x—x—x—x—x—x—x—x--x—x—x--x —x- R/W \17 TPff AATr\\J tqT R7MIRIP.7 (kr"7nlN SCALES 10 0 20 40 I wo re- Howel VERTICAL: 111=21 20 5 N C? 395 'IT -395 0) EXIST. PAVEMENT GRADE OVER STORM DRAIN 394 N co C6 394 coo CMS) 01 co w393 393 -H Q -H -H 392 + + + 00 < tatV) t�w 391 Lxw dr t; tn- IR, .4 390 S=-0.31% (ACTUAL SLOPE) t; 389 389 388 388 387 PIPE CROWN 387 cfl L -j 386 386 PIPE INVERT C:; z 2 LIT s=-0. E SLOPE) 385, '00 385 U-) oi m 00 = + r4") 384, 06 CL 384 14 C5 C-4 " >; 15 o0 Z: -CC >; of W te) C-4 0 c) ul oi ui +0000Z: + to < o6 z * cn w uj 8 CONSTRUCT 6.37' LF (ACTUAL LENGTH) OF 24" RCP—RGJ STORM DRAIN CONSTRUCT 51.45 LF (ACTUAL LENGTH) OF 24" CL. 5 RCP—RGJ STORM DRAIN 4 10 e U3x w ,0tuj ti - I cucl 0 1 cf) Z—,o w n Ln M 2i zi > 0! Z < U-10 ot<z 21zlrn zz wif Lu 01 CD zol Z -j <� co rl io iz cr) C\47:�:: u- cb i c" 1) 0� oolz -t5 u- ic z —i w 0 c\l < 06 Z < z _j CE IE W m CL Z LL u- - < co 0 Lij Cc > cc W Z < LJ m z o f2r — LL W Z 0 w o 0 CL cl) Q Z U) w w T— RECORD DRAWING CERTIFICATION SHEET NO. 6.1-1778 OF CITY RECORDS NO.: 14 FLOWLI GUT w 45.95 ` v PLAN - REMOVE CROSS GUTTER rA� ,o :.s SCALE: r—,o 7 SCALES HORIZONTAL: VERTICAL: 111=21 SAWCUT EXIST. PAVEMENT PER PLAN ,, SAWCUT EXIST. PAVEMENT n w • -co C\j PER PLAN EXIST. PAVEMENT � �� FINISHED PAVED 0.34% )\ SURFACE ���, EXIST. PAVEMENT c r —,— "77 i A ! A. A R ! # A • A + A SAWCUT EXIST. PAVEMENT PER PLAN Q EXIST. PAVEMENT wi FT HOT—MIX ASPHALT .4! IA ! • ! A 0.40 AGGREGATE ! PER s A 0.50 FT NATIVE TO s RELA11VE COMPAC11ON M SCALES HORIZONTAL: 1 t VERTICAL: A VARIESE SURFACE —TO f TYP. X -SECTION SCALES HORIZONTAL:1 "=4' VERTICAL: 1"=21 ITEMS OF WORK SEE DESCRIPTION DETAIL. :(DSAWCUTAND REMOVE EXISTING PAVEMENT $ . 2 REMOVE EXIS11NG CROSS GUTTER BILL AVE., 1 1 1 �, \ x CONSTRUCT CASE CWHEELCHAIR RAMP WITH RETAINING co CURD AS NECESSARY PER CALTRANS PLAN A88A ui CONSTRUCT 6" RETAINING CURD AT BACK OF WALK AS � NECESSARY e a� n• a^ • as < •d !�\ ` o+ 11 SAWCUT REMOVE EXIST. C/O AND CONSTRUCT TYPE "A" CURB AND GUTTER � e � CONSTRUCT COMBINATION TYPE SIDEWALK TO THE DIMENSIONS SHOWN ON THE PLANS 14N 1 PLUG ENDS OF EXIST. 18 STORM DRAIN. --- r-�" -- SLURRY FILL PIPE TO EXIST. MANHOLE 20' i r- ? ADJUST EXISTING WATER VALVE TO FINISHED GRADE, 'p1 C. 13 PER SPECIFICATIONS. i • c ADJUST EXISTING FIRE HYDRANT TO FINISHED GRADE _ c=', , �` < oho REMO EXIST. CATCH BASIN AND — �, ADJUST SURVEY MONUMENT ENCASEMENT TO FINISHED T 2 REPAIR CURB & GUTTER, SEE PHASE 2 GRADE, IF FOUND 14 '� I ~° I I �, t %bib, (D 1 EXISTING POWER POLE AND STREET LIGHT TO REMAIN IN \ PLACE PLAN REMOVE CATCH BASIN N. 1 C 00 SCK OF 1 REMOVE AND REINSTALL SIGN AS REQUIRED SCALE: 1"=20' F ENCE 1 q 7 RELOCATE EXIST. FENCE AND/OR GATE. REPLACE e 1 DAMAGED FENCING DUE TO THIS WORK WTH LIKE ORco BETTER KIND. v3co 10 0 20 40 U c'o 20 5 C CL 70 3RD ST. o I i I 3 s S t S of I 1 f £ # f PLUG ENDS OF EXIST. 18 STORM DRAIN. I 1 SLURRY FILL PIPE TO EXIST. MANHOLE PER SPECIFICATIONS. ij ► i b REMOVE EXIST. CATCH BASIN AND REPAIR CURB, GUTTER, & SIDEWALK TO MATCH EXIST. REPLACE DAMAGED FENCING NCING AND MAILBOX i , DUE TO THIS WORK WTH LIKE KIND. 12f 20 i 1 4 I I I Fjz £ a PLAN - REMOVE CATCH BASIN NO.2 r a £ f S a SCALE: 1 °=20' P CONSTRUCT 60" MANHOLE SEE DETAIL �4 13 STORM DRAIN STA. 14+31.433, 5.00RT. �'�� �o � MANHOLE STA. 14+32.43, 6.00RT. SHEET NO. OF 14 moi - §3 d • -co C\j oC)z <�= chi lc ;o SHEET NO. OF 14 1 W 0 C\j 0 < ' 06 < o Z T- CC LL U) 0 W d C'6 o I' LL UJI 75 0 CL -6 -n �- Z 0 ui w < Z U) SHEET NO. OF 14 I 0 INTERSECTION 4T� ST. & (MON'T NOT FOUND) STA. 9+96.00 -ZZ/— 6 FLOWLINE GUTTER UP —T— —T— —T— —T— -T- G --G —G— G— —G- —G U-) L0 EXIST. 18" DRAIN r D D D D D C14 D D D Of EXIST. 18" DRAIN _D 0 11 1213 14 15 S89 7 1'J7*"E INTERSECTION 4TH ST. & "T" ST. 4TH STREET + STA. 10+00 00 LO CONSTRUCTION C CN 6 P, cz�l FYjqT " WATER' Cn rw rw C --)j I clq /I EXIST. 4" WATER 4 41 EXIST A" WATER NA W, —w w w —w w w— v w w GUTTER LIP 777� T Z�7 777 — =ZZ�7'77 7777= .1 r 4 4, 4 4, 1 41 .4 4 4 % 4 4 4 4 U 4 FLOWLINE 4.1 I' " a4 4% mp LLJ A 4 "oZ I- - . A i a . . -.1— 1 I I --f—x I x ENTMW x x -7 -7 —x —x— K 'F—x— —x— —X ---*—x x �-x 4 1 .0, - —A I -x X, X, A �. F-: 2 3 R/ 2 3 Lo 8 8 c* -4 p C*4 20cn M I— V) L6 .0- V) 5-< co + uj + Ru Co CURVE DATA NO.1 14 . T— 10 0 20 40 D = 89"5738" SCALS E c-5 i�:- R = 29.00' PLAN 4TH Sl HORIZONTAL: 1 29 uj V) If I I ., wM L = 45.53' cn T = 28.98' WIM - 1--r ITEMS OF WORK SEE (D 06 ......... .......... ------- < n DETIAIL'' Z z REMOVE EXIST. CURB AND GUTTER, IF :D 11 2 W APPLICABLE, AND CONSTRUCT 8" CURB '\ 14 W co 0 uj AND GUTTER (TYPE A). TOP OF CURB AND cr y FLOWLINE ALIGNMENT TO MATCH EXIST. Z z o REMOVE EXIST. SIDEWALK, IF APPLICABLE, w Z + AND CONSTRUCT COMBINATION TYPE LL ui 06 o 0 SIDEWALK TO THE DIMENSIONS SHOWN ON c6 C3 F- U) THE PLANS 397- < > CONSTRUCT 6" RETAINING CURB AT BACK A8cE3 w S=0.15% -- S=-0.12% OF WALK AS NECESSARY < 396 U-) (c co to a. : cc CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER14 : 0), tc co a i w 1 - , I I crl"".— co 0) to rn co Cf. m n CALTRANS PLAN A88A LL 395 -Lu, t uj CONSTRUCT CASE "G" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER ASA _ CALTRANS PLAN A88A �4 < > SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN ON THE 19.93' 25.61' 2 45.53' ALONG PLANS REMOVE EXISTING DRIVE APPROACH AND RECONSTRUCT. 12 RELOCATE EXIST. FENCE AND/OR GATE. REPLACE DAMAGED FENCING DUE TO THIS WORK WITH LIKE OR BETTER KIND. < > RECONSTRUCT ALLEY CROSS GUTTER 12 WIM - 1--r (D 06 ......... .......... ------- < n co Z z W :D 11 2 VERTICAL: IUIAL: I =Z 20 5 co EXIST. GUTTER cq FLOWLINE S=-0.10% cm C9, r1Kll4zur*n r-1 Irmo co co FLOWLINE w w 12 13 SOUTH FLOWLINE C=:= 14 9 6.1-1778 CITY RECORDS NO.: 397 396 15 C0 cc 4 cr. ico 0 Z 0 co 76 (D 06 ......... .......... ------- < n C0 cc 4 cr. ico 0 Z 0 co 76 SHEET NO. 0 0 OF 14 0 .� 6 z 5 (D 06 < n < Z z W :D 2 W m CL W co 0 uj 0 cr y - U) Z z o w Z w > LL W o 0 Cc cc CL - F- U) w Z P... < 41 cc SHEET NO. 0 0 OF 14 0 .� 6 z 5 ....... ... I", 11 11 OH CURVE DATA NO. 3 D = 45*01'11 DESCRIPTION R = 60.00' REMOVE EXIST. CURB AND GUTTER, IF APPLICABLE, AND CONSTRUCT 8" CURB L = T = 47.14' 24.86' AND GUTTER (TYPE A). TOP OF CURB AND 0 mz!� /* c> 6 6 04 2 3 0)- a� SEE 'DETAIL KA 100 6 oe 4r I V- U) co C/7 f -N 11 4 2 3 uj CIS 4qs. l4j/t� 426 LAJ v— clo) e I --, oj� ol SrA. c-) ry _ _ / a G�° ®k� � 2 ,�• ;� v CURVE DATA NO. 4 42-68 c=0 V) C6 V) 20. OH /V03�0, 2 L; ---- S7PEe D = 45"01,11" c� cy) (4folv)rf r Mott. — 1157z- 0 CURVE • DATA NO. 1 lklbl R 60.00' cd ----OH ovul Poltv D 89'5738" 0) C S FOUND10.1Lcli L = 47.14' .00R 29.00' s T = 24.86' L45.53' ' � � � � � T 28.98' 27 25' c1l) BILL AVENUE 10 0 20 40 SCALES CURVE DATA NO. 2 HORIZONTAL: 1"=20' @ 4 D = 45*01'11" VERTICAL: 111=21 20 5 )-- C) R = 60.00' Az c/) L = 47.14' (101 EXIST. & FINISHED T = 24.86BEGIN CURB & GUTTER EXIST. GUTTER MATCH EXIST. �. V I J rL VYLINC. (o c� 0) STA. 11 +69.65 C\j "t co co 00 STA. 13+47.35, ELEV. 396.90 tl- GUTTER FLOWLINE (6 �6 ELEV. 396.68 co 0) B.C.R. MATCH EXIST. E.C.R., MATCH EXIST. 0) 0) m co co co co co m m (y) co CIL) i 397 EXIST GUTTER 397 197 i -i w 111 ui I" w w ELEV. -396. 13 SIX 10-�33.15 FLOWLINE ' w ul ww S=0.02% ELEV. 396.14 396 396 396 Q0 FINISHED GUTTER, (c cc 0) FLOWLINE 0) cl: w 395 395 395 ..... Pt)_ �n- - 11 "I'LL 11 1 1 - 11 11 1. 1 1 1 1 1 1 1 1 I'll - J 0 -j -j i 1 12 13 ui ui w SOUTHWEST FLOWLINE WEST FLOWLINE 47.14' ALONG --------- B.C.R. E.C.R. B.C.R. E.C.R. FINISHED GUTTER B.C.R. G.B. E.C.R. FINISHED GUTTER cm N STA. 13+42.68 ELEV. 396.66 ELEV. 396.63 "? E.C.R. ELEV. 396.38 STA. 12+02.80 STA. 12+12.66 STA. 12+42.66 FLOWLINE B.C.R., MATCH EXIST. E.C.R. FLOWLINE B.C.R. rlo - ELEV, 396.63 397 -- - -I--," I 1-11-1111111--l- 1 11 -1 1 1 1 1 - — m , , 396.42, 397 397 ELEV. 396.43 ELEV. 396.45 co .60 , ELEV. ELEV. 396.25 STA. 10+58 STA.' 11 + 36.4:9 S=0.15% S=-0.12% S=0.18% LU c= Uq% too -T ELEV. 396.30 S=0.10% ELEV. 396.380.10 S=0.07% S=0.11 % of of, r I LA? Lq co Lo *4 - co cb to 0) (o �0 — m co 5 --lco;, R Q0 (o co co 00 01) 04 co co co co 0) j cr) Lo 396 396 T c� C14 C-1 mo m 0) EXIST. GUTTER co CIO C6 C6 co (6 co i ui C-0 -EXIST. GUTTER oj ui 396 ---t -- t co co t6 uJ to w cn m ui 0) ui w ui w FLOWLINE w oj -j w re) r1r> w to rr) re) ro Lu w FLOWLINE j 395-- 395 395 w ui 10 1 uj uj UJ 12 13 -4* uj U -i Lu -<3to-,- 1�� NORTHEAST FLOWLINE EAST FLOWLINE 19.93 25.61' 47.14' ALONG f[ 47.14' ALONG 47.14' ALONG t 45.53' ALONG E ME11 i L I 1�wl now L DETAIL K A SCALE: 1 " —10 ITEMS OF WORK ORELOCATE EXIST. FENCE AND/OR GATE. 8 REPLACE DAMAGED FENCING DUE TO THIS WORK WITH LIKE OR BETTER KIND. < > RECONSTRUCT ALLEY CROSS GUTTER 12 397 39 m 397 396 PHASE 2 -JG CERTIFICATION CORD DRAWIP 395 I'd 6.1-1778 CITY RECORDS NO.: 00 c\j uj C) rr Cl 70 co c- 0 rr a) rr SEE CD co DESCRIPTION DETAIL REMOVE EXIST. CURB AND GUTTER, IF APPLICABLE, AND CONSTRUCT 8" CURB cloo - W (D AND GUTTER (TYPE A). TOP OF CURB AND U) FLOWLINE ALIGNMENT TO MATCH EXIST. < REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE z > SIDEWALK TO THE DIMENSIONS SHOWN ON 14 THE PLANS W > CONSTRUCT 6" RETAINING CURB AT BACK T 2 OF WALK AS NECESSARY 1\ 12 a- CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER ASA 1,4) CALTRANS PLAN A88A W CONSTRUCT CASE "G" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER 14 CALTRANS PLAN A88A U) z o SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN ON THE 12 z PLANS REMOVE EXISTING DRIVE APPROACH AND Z > RECONSTRUCT. 12 ORELOCATE EXIST. FENCE AND/OR GATE. 8 REPLACE DAMAGED FENCING DUE TO THIS WORK WITH LIKE OR BETTER KIND. < > RECONSTRUCT ALLEY CROSS GUTTER 12 397 39 m 397 396 PHASE 2 -JG CERTIFICATION CORD DRAWIP 395 I'd 6.1-1778 CITY RECORDS NO.: 00 c\j uj C) rr Cl 70 co c- 0 rr a) rr SHEET NO. 0 OF 14 r) CD co cc m � U co co C) 0 z 0 cloo - W (D SHEET NO. 0 OF 14 W (D C\J 06 U) z < Z W i Cf: T 2 W M a- w cl)ern W Z < Y < U) z o z . W Z w > o LL o w w cc 0- 0 Cc F- 2 U) F - w z w < Ir U) SHEET NO. 0 OF 14 I r R 7- m - 6?x . -w w 110 \\1011 x. I� (i � CURVE DATA —G— —G ---G- 12 13 14 P ?98.00$ S89 71 `JrE 268.89 WC R = 60.00' C:> 0 C) "r- c- \+\ L = 47.14� 1 6 n T= 24.86' mlc:� a i i \ , >- C6 WALKt. C) BACK OF ��' "' - - -.._ _... _ _-- i 1 �� i f . . 4. J Nv 4 4 4 4 J.'44— R 4 \ •OOQOq �.,00, a -.^� p000pQ J' w \ O 6 00 LAJ 6 w 1-1 1-- Q0 C) C> C� 2 3 C) R C> C) C5 A C> C) Ck c> C> z: C5 Lo C3 SAWCUT EXIST. BLOCK WALL C> 1.0 - ----- 1-4-4--- V 0 C5 C14 c-- \cin n CN R cm —3 1-: Y 1-z �-z w cr Of INE Q-1 2 3 1 C14 04 i /W SAWCUT EXIST. ci FOOTING AS NECESSARY. POUR lz Lo % 06 cd 06 06 0) m �.z Lo ul) 06 cd 06 CURB TO CONFORM Il - m m > m co CONCRETE AGAINST BLOCK WALL t--: r--: r- f-- -Z tl�: cli ci V) oi io C-� C-� -4- C-4 TO ul) r--� C -i 0 c) + uj + >< C14 to to t-- + I � I --d- U-) co 20 20' REMOVE EXIST. K 6 1 1 20' 20' + + + + + + + + _1,_ uj + + L I I C> I I I -r- %- 1 14. 4-1 TREES CURVE DATA NO. 6 0� - v— CC. c� co Q:: cr- m cr- c� CURVE DATA N1. cc - D 90'02'22" (3 c C3 < CURVE DATA NO. 7 "'D Lf �j ca 8 D 5 < -i < -�,- D L��5 CURVE DATA NO. 3 t-- , cxi cn D = 8905738" w V) M cn ;� F K 1� Mv I u - Lo (n C6 (n U-1 (n ui U) m (n 0 D = 89*57'38 ui Lo m V) uJ (n m �n UJ R 25.00' m V) oi w D 45*0111 cc �li� co R = 25.00' 00 Z 0 m R = 30.00' L = 39.29' R = 60.00 10 0 0 W) L = 47.10' T = 25.02' L = 39.25' .5 01-2 L = 47.14' >: T = 24.98' 10 0 .20 40 SCALES < !i -i T = 24.86' V) U-1 T = 29.98' — --i I HORIZONTAL: 1 20' >< uj ui ul) C) 20 5 VERTICAL: 1`=2' AV. W + C) (D FINISHED GUTTER 06 z FLOWLINE 397 c\l M LLJ C? 0) co co ui V) OD L6 co L6 0 EXIST, GUTTER cq L6 0) Lo Lo to Lo cy) cy) 0) L6 z S=-0.11% (y) L CO— cy) 0) cr) cy) cy) 04, -j I i fF WLINE co Q Lo 396 cc� 396� uJ ui w w ui w Lu 00 w w _j W 09 co co co co co W CL > M 0) po W w 395 LL u' LL 395� -il _ __ 0 -j 12 13 14 LLJ LLJ cl) > ITEMS OF WORK 6R- � (: E-) > CONSTRUCT 6- RETAINING CURB AT BACK /7\\, REMOVE EXISTING DRIVE APPROACH AND 7 Z < N0m-"TFiFL-u0-" WLI lk OF WALK AS NECESSARY Q2,) RECONSTRUCT. �2 SEE 47.14' ALONG DESCRIPTION DETAIL CONSTRUCT CASE "C" WHEELCHAIR RAMP AssA RELOCATE EXIST. FENCE AND/OR GATE. cf) Z REPLACE DAMAGED FENCING DUE TO THIS WITH RETAINING CURB AS NECESSARY PER \, �4 < REMOVE EXIST. CURB AND GUTTER, IF <�> 00 CALTRANS PLAN A88A WORK WITH LIKE OR BETTER KIND. 00 m v7 APPLICABLE, AND CONSTRUCT 8" CURB C) CD (.0 (6 CONSTRUCT CASE V WHEELCHAIR RAMP LL Lij W t6 L L z NO AND GUTTER (TYPE A). TOP OF CURB AND > RECONSTRUCT ALLEY CROSS GUTTER WITH RETAINING CURB AS NECESSARY PER 12 FLOWLINE ALIGNMENT TO MATCH EXIST. Q4,) >; CALTRANSIPLAN -A88A, uj cn REMOVE EXIST. SIDEWALK, IF APPLICABLE uj uj V) z R __j 57< SA CUT, REMOVE, AND REPLACE EXIST. > LL Lij U-1 ->7< AND CONSTRUCT COMBINATION TYPE uj uj 0 o 0 W PAVEMENT TO THE LIMITS SHOWN ON THE 06 06 SIDEWALK TO THE DIMENSIONS SHOWN N \,, �2 0*) m ca rte.C> PLANS cr cli 01) c -i c -i THE PLANS c6 + t.0 CR 6 0— Mm U-) pe) C) + + v— (" Ile) v- E.C.R. •cl. cr- >; 0:: . %- E.C.R. 397 3971, uj cr- C) STA. 13+42.97, -ELEV. 3-95.-88 ;!s LH STA. 14+52.78, ELEV. 395.77 cf) U -i m V) uj (n 0') m LJ Lo F— Z cd v) L4j U-1 MATCH EXIST. MATCH EXIST. EXIST. GUTTER Lq Lo w S=0.19% S=-0.13% S=-0.13% co z -0.13% 396:, S=-O.l 3% Lu STA. 13+49.54, ELEV. 395.85 STA, 14+6038,, ELEV. 3,95,38 co < w S=.k4-07% 6�7 w C Lu co v- to 0 co co �c Lo c� Lo •co co 6 m v- EXIST. GUTTER to Lo C) Lo C) co m m 0) ce L6 co co co co Lo 1 m co ui FLOWLINE cf: U -i L6 ui ui ui co cf) 395 Lu po i 1 11 11 M - -:, , ", , - , , - - - - - ---, 1 395 Tr) w — pe) -i - lo i -i w 12 13 14 w w 15 Lu UJ MATCH EXIST. RECORD DRAWINGi CERTIFICATION U -i B.C.R. w SHEET NO. U -j w U -j UJ U.1 STA. 14+14.75, ELEV. 395.80 STA. 14+22.75, ELEV. 395.79 47.10' ALONG 39.29' ALONG 39.25' ALONG 6.1-17 78 S OUT H F LU'* -N W L I INE OF PHASE 2 14 CITY RECORDc> NO.: 2 24 00 w -- I b r<"�6 C14 26 D— S3i'�i"li:11''11-11 UEET 0- cn U U ui m IE Ev 0 V) C) Co 5<- R 1# - ' C) uj:m 20) C) 20j� C14 SAWCUT EXIST. CURB TO u- CURVE DATA NO. 10 1-: %— cn §9Z CONFORM TO NEW RAMP < 5 D = 13*1435" 0) 1--: 0� 5<- op 00 V) R = 1265-88' uj + + CURVE DATA NO. 8 CURVE DATA NO. 9 00 00 x L = 292.59' uj D = 13*56'27" D = 0*43'9" :c " 9 60) T = 146.95' R = 1265.88' R = 1265-88' 8 R/W < f -- f-2 I <::)j �9 2 3 m Ln cd V) Li L = 308.01' L = 15.89" T = 154.77' 2 3 T = 7.95 4 o o o FLOWLINE o oQ -x BILL AVENUE GUTTER LIP CN 4 CONSTRUCTION REMOVE EXIST. Lo CD 00 C-4 0) DETAIL: 00 C-4 —w- S3i'�i"li:11''11-11 UEET 0- cn U U ui m IE Ev 0 V) C) Co 5<- R 1# - ' C) uj:m 20) C) 20j� C14 SAWCUT EXIST. CURB TO u- CURVE DATA NO. 10 1-: %— cn §9Z CONFORM TO NEW RAMP < 5 D = 13*1435" 0) 1--: 0� 5<- op 00 V) R = 1265-88' uj + + CURVE DATA NO. 8 CURVE DATA NO. 9 00 00 x L = 292.59' uj D = 13*56'27" D = 0*43'9" :c " 9 60) T = 146.95' R = 1265.88' R = 1265-88' 8 R/W < f -- f-2 I <::)j �9 2 3 m Ln cd V) Li L = 308.01' L = 15.89" T = 154.77' 2 3 T = 7.95 4 o o o FLOWLINE o oQ -x BILL AVENUE GUTTER LIP CN 4 CONSTRUCTION REMOVE EXIST. Lo v 6 a "> Q�) CATCH BASIN, SEE 29 r08 PH. 1 A PLANS 27 —+ 10 D --D D --�D—CXI—ST - - --D ------ D 1C �-RkN GUTTER LIP a; D --------- G— --- -- G zzz— C'4 -- FLOWLINE EXIST,- 4' DRAIN �+ w EXIST. 6" WA R—. - INTERSECTION "V" ST. & BILL R/W AVE. (MON'T NOT FOUND) SCALES 10 0 20 40 *fir 00 0) DETAIL: 00 REMOVE EXIST. CURB AND GUTTER, IF APPLICABLE, AND CONSTRUCT 8" CURB C14 AND GUTTER (TYPE A). TOP OF CURB AND c\j00 FLOWLINE ALIGNMENT TO MATCH EXIST X A REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE , N,�/- SIDEWALK TO THE DIMENSIONS SHOWN ON 14 THE PLANS 06 v 6 a "> Q�) CATCH BASIN, SEE 29 r08 PH. 1 A PLANS 27 —+ 10 D --D D --�D—CXI—ST - - --D ------ D 1C �-RkN GUTTER LIP a; D --------- G— --- -- G zzz— C'4 -- FLOWLINE EXIST,- 4' DRAIN �+ w EXIST. 6" WA R—. - INTERSECTION "V" ST. & BILL R/W AVE. (MON'T NOT FOUND) SCALES 10 0 20 40 *fir lyl• f I1Ll: - ' I I' I :l-: I 397 396 395 394 393 limllimulml -------- 4-V DESCRIPTION DETAIL: REMOVE EXIST. CURB AND GUTTER, IF APPLICABLE, AND CONSTRUCT 8" CURB ST AND GUTTER (TYPE A). TOP OF CURB AND 14 FLOWLINE ALIGNMENT TO MATCH EXIST X A REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE , N,�/- SIDEWALK TO THE DIMENSIONS SHOWN ON 14 THE PLANS 06 F- CONSTRUCT 6" RETAINING CURB AT BACK ass < OF WALK AS NECESSARY 0) m CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER ossa 14 fle) < > CONSTRUCT CASE "G" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER 14 CALTRANS PLAN A88A CE )o cf < SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN ON THE sic 12 cc W U -i < u -i REMOVE EXISTING DRIVE APPROACH AND co z vi 1\ 12 z —0 ri tjL W Z w w 0 0 cr- CL >; Z >; w < >: cc F- c/) Lu ui ui uj 1-r � • cq n ri cn V) 5R 04 00 m V) 00 R r - m V) 57< 0) 00 V) 5z ': c> u'j + 00 + uJ 00 + 00 397 + udC'4 Q-- - 0:: CN C14 (o r-- "? L6 EXIST GUTTER O� u') Mi c� 'm m L6 0) m m co co FLOWLINE co ::r_- cn m cn En co co 396, co 0) co V) co co co m 22 'i ui -i ui ui i ui Lu S=0.09% 395 co Lq Lo 0'03% ;=(b Lo FINISHED GUTTER 0*) co 1 1 FINISHED GUR TTE m co "co m 'm o, to FLOWLINE w FLOWLINE w w w 394 393 26 27 28 29 WEST FLOWLINE lyl• f I1Ll: - ' I I' I :l-: I 397 396 395 394 393 limllimulml RELOCATE EXIST. FENCE AND OR CATE. REPLACE DAMAGED FENCING DUE TO THIS WORK NTH LIKE OR BETTER KIND, RECONSTRUCT ALLEY CROSS GUTTER 6.1-1778 SEE DESCRIPTION DETAIL: REMOVE EXIST. CURB AND GUTTER, IF APPLICABLE, AND CONSTRUCT 8" CURB ST AND GUTTER (TYPE A). TOP OF CURB AND 14 FLOWLINE ALIGNMENT TO MATCH EXIST X A REMOVE EXIST. SIDEWALK, IF APPLICABLE, AND CONSTRUCT COMBINATION TYPE , N,�/- SIDEWALK TO THE DIMENSIONS SHOWN ON 14 THE PLANS 06 F- CONSTRUCT 6" RETAINING CURB AT BACK ass < OF WALK AS NECESSARY \, 12 :D CONSTRUCT CASE "C" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER ossa 14 CALTRANS PLAN A88A < > CONSTRUCT CASE "G" WHEELCHAIR RAMP WITH RETAINING CURB AS NECESSARY PER 14 CALTRANS PLAN A88A CE )o cf < SAWCUT, REMOVE, AND REPLACE EXIST. PAVEMENT TO THE LIMITS SHOWN ON THE sic 12 cc W PLANS < cr REMOVE EXISTING DRIVE APPROACH AND co z RECONSTRUCT. 1\ 12 RELOCATE EXIST. FENCE AND OR CATE. REPLACE DAMAGED FENCING DUE TO THIS WORK NTH LIKE OR BETTER KIND, RECONSTRUCT ALLEY CROSS GUTTER 6.1-1778 c_- 0 cr C) z ii W 0 C\J U) R. 06 F- r) < Z :D cr- tjj CE )o cf LL • > cc W Z < cr < co z n c_- 0 cr C) z ii W 0 C\J U) < 06 F- r) < Z :D c_- 0 cr C) z SHEET NO. OF 14 W 0 C\J U) < 06 F- r) < Z :D cr- tjj CE )o cf LL - w > cc W Z < cr < co z n Al z —0 tjL W Z w w 0 0 cr- CL ui Z > w < cc F- c/) SHEET NO. OF 14 .?,•I Mafa,, r ---------------- (1. 2m) ------- See standbrd SIDEWALK dowiv SW -6 NOTE: NOTE: MANHOLE 6 for *aam and IS A 60" DIAMETER cow delah BE INSTALLED BY OTHERS). 0 THERS) qWowd current edAm ANGLE METER ,STOP ME TER TO BE SET 2. matir Shd consi-W of are port Poryand Lament NO, 12 WIRE BY CITY The War pwftns of mmkV LONG SIDE--\ Pose and outgoing sam 9W be \ 14 + rmoved and the brokers edges WATER RESOURCWES DEPARTMENT V& -k$ T shol be plesleved smooth with STANDARD SERVICE CONNECTION 3/4 TO 2 • cement mW RW APPROVED: -elm cons6ucted k oavAm whth the pom*m of PA TM T A E REV01-9-09 MA6 AGt:`i„4—QW=A"TCR"arSOIROES TMEN DATE ASTM C-474 cwmt edtm. 0 -- Z LJ L__ r — — — 5. fcconft s* dWd be hstded k the upsinm *wtkn of the moh line obanew pm&e or as :*AA dbded by the City &*hw. TOP WE W Afok P CC sft not to be 6. All lransftkns between poe bwrts &W be a p=W unli patiV is in pkAm .?,•I Mafa,, PAd !VOTES- OTES.- SIDEWALK TABLE BELOW) NOTE: NOTE: MANHOLE 6 1. AN wak " confbim to the I#icabk seclkns of the *wd"ivns entaw -Sloadbrd *w*vtb-K IS A 60" DIAMETER State of Cdikmiv, pepwftent of Tran4wation-, BE INSTALLED BY OTHERS). 0 THERS) qWowd current edAm ANGLE METER ,STOP ME TER TO BE SET 2. matir Shd consi-W of are port Poryand Lament NO, 12 WIRE BY CITY and two paft of dew, av# 9,oded sod LONG SIDE--\ Pose z T_ \ 14 MAIN I JMts " be f0ad PM nwi4r and fisaffy dmW WATER RESOURCWES DEPARTMENT V& -k$ or Poe on hvAk of poo - STANDARD SERVICE CONNECTION 3/4 TO 2 • 4 Pre cost rebbred ma*ok sedkws &W be APPROVED: W cons6ucted k oavAm whth the pom*m of PA TM T A E REV01-9-09 MA6 AGt:`i„4—QW=A"TCR"arSOIROES TMEN DATE ASTM C-474 cwmt edtm. 0 -- Z LJ LL 5. fcconft s* dWd be hstded k the upsinm *wtkn of the moh line obanew pm&e or as :*AA dbded by the City &*hw. U 6. All lransftkns between poe bwrts &W be a smooth wiped wfwa W Uj < 7 A# sewer monba*4 for smw km Awyar than 18 0 46m) h7 dwtar, &W be RW idth 7 -tock' or eAvowd eWd -f I 5 67' (1.7m) - MANHOLE SECTION L PROPERTY LINE cv RING T/7r- X FLANGED TEE I — ( � L, H 11 L ) RART LATERAL 90' ELBOW J FLANGED 6" GATE VALVE 6�_O" FLANGED MINIMUM PL A N VIEW BOTTOM OF FLANGE 1011 FIRE DEPARTMENT APPROVED H YDRA NT A SSEMOL Y CLOW 850 Of? SIMILAR K#TH 4" OUTLET wm��ffil VAL VE BOX W1 a a & LID -SEE DETA 6" STD. BURY g- C t: REDWOOD :z BLOCK CONCRE7E THRUST BLOCK 2 PLACES PER DETAIL W-2 A 6" FLANGED GATE VAL VE WihH RISER AND CAP, CONCRETE THRUST BLOCK PER DETAIL W-, . PROFILE VIEW WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA FIRE HYDRANT ASSEMBLY APPROVED; PLATE No. A&9 W-3 Ml AGE _WAltk-F L_CES DEPARTMENIT DATE REV. 1-9-09 flu V 4 REINFORCING AROUND PIPE PAd METERBOX-(SEE SIDEWALK TABLE BELOW) 2. ALL OTHER SERVICE SIZES SHALL INCORPORATE LIKE SIZES FOR CORPORATION STOPS, NO TE. Amy SER VICE PIPE FINIS14 CONCRETE SLAB 114" SHALL CONSIST OF 1-112- TURING, 1-112" METER STOP, AND 1-112" METER (TO (INSTALLED BY BE INSTALLED BY OTHERS). 0 THERS) C) ANGLE METER ,STOP ME TER TO BE SET Z NO, 12 WIRE BY CITY 4 CONCRETE METER BOXES REQUIRED WHEN SERWCE IS LOCATED IN DRIVEWAY SIDE LONG SIDE--\ .............. z T_ \ 14 MAIN WATER RESOURCES DEPARTMENT WATER RESOURCWES DEPARTMENT CITY OF BAKE RSFIELD, CALIFORNIA CITY OF BAKERSIF-JELD, CALIFORNIA STANDARD SERVICE CONNECTION 3/4 TO 2 • a PPR LATE No. APPROVED: W —DrFA PA TM T A E REV01-9-09 MA6 AGt:`i„4—QW=A"TCR"arSOIROES TMEN DATE M 0 -- Z LJ LL W Z W 0 0 1p ^ U z W Uj < RECORD DRAWING CERTIFICATION SHEET NO. 6.1-1778 0 OF 4 CITY RECORDc> NO.: flu V 4 REINFORCING AROUND PIPE ,314 " TO 2" TUBING (AS SPECIFIED) ANGLE METER STO DOUBLE STRAP SERVICE TUBIN G * (A S S FEEL INSER T S Ar)f)l F PRONE" OR SPECIFIED) CORPORA TION MALABLE IRON WIN STOP 0 STAINLESS STEEL STRAPS 0 USE APPROVED SADDLE FOR PVC PIPE'. - TUBING SHALL BE COPPER IN A CCORDA NCE WISPECIFICA TIONS, OR POL YETI YLENE TURING, LONG SIDE SERVICE PC J408, PC 200, PR 9. SHORT SIDE SERVICE ME TER ME TER 12" 17"-CHRISTY CONCRE ,314 " ANO 1 0 x , It PRODUCTS OF EQUAL QUALITY PRODUCTS, INC - NO, B-72. MAY BE' SUB A41TTED WHEN APPROVED BY THE WATER 1 112" AND 2" 17 114"x30?" CHRISTY CONCRETE RESOURCE DEPT PRODUCTS INC. -- Na 9-36. CAST IRON LID — TO READ "CITY Of' BA KERSFIE1.0 W4 TER" FINISHED GRADE -- CAST IRON 12" VALVE 1 11 BOX WICAST IRON LID TYLER PIPE OR EQUAL. CAST IROviii N LID TO REA "CITY OF BAKERSFIELD WA TER ". I PA VEMEN T SURFACE 6 TYPICAL OR FINISHED GRADE 72 #4 REBAR 2'x2' SQUARE CONCRETE SLAB .,CAST IRON 12" VAL VF BOX W1 CAST IRON LID TYLER PIPE OR EQUAL. WATERLINE NOT BA CK OF 12 frs METERBOX-(SEE SIDEWALK TABLE BELOW) 2. ALL OTHER SERVICE SIZES SHALL INCORPORATE LIKE SIZES FOR CORPORATION STOPS, NO TE. Amy SER VICE PIPE FINIS14 CONCRETE SLAB 114" SHALL CONSIST OF 1-112- TURING, 1-112" METER STOP, AND 1-112" METER (TO (INSTALLED BY BE INSTALLED BY OTHERS). 0 THERS) C) ANGLE METER ,STOP ME TER TO BE SET Z NO, 12 WIRE BY CITY 4 CONCRETE METER BOXES REQUIRED WHEN SERWCE IS LOCATED IN DRIVEWAY SIDE LONG SIDE--\ SHOR T SIDE z T_ \ 14 MAIN ,314 " TO 2" TUBING (AS SPECIFIED) ANGLE METER STO DOUBLE STRAP SERVICE TUBIN G * (A S S FEEL INSER T S Ar)f)l F PRONE" OR SPECIFIED) CORPORA TION MALABLE IRON WIN STOP 0 STAINLESS STEEL STRAPS 0 USE APPROVED SADDLE FOR PVC PIPE'. - TUBING SHALL BE COPPER IN A CCORDA NCE WISPECIFICA TIONS, OR POL YETI YLENE TURING, LONG SIDE SERVICE PC J408, PC 200, PR 9. SHORT SIDE SERVICE ME TER ME TER 12" 17"-CHRISTY CONCRE ,314 " ANO 1 0 x , It PRODUCTS OF EQUAL QUALITY PRODUCTS, INC - NO, B-72. MAY BE' SUB A41TTED WHEN APPROVED BY THE WATER 1 112" AND 2" 17 114"x30?" CHRISTY CONCRETE RESOURCE DEPT PRODUCTS INC. -- Na 9-36. CAST IRON LID — TO READ "CITY Of' BA KERSFIE1.0 W4 TER" FINISHED GRADE -- CAST IRON 12" VALVE 1 11 BOX WICAST IRON LID TYLER PIPE OR EQUAL. CAST IROviii N LID TO REA "CITY OF BAKERSFIELD WA TER ". I PA VEMEN T SURFACE 6 TYPICAL OR FINISHED GRADE 72 #4 REBAR 2'x2' SQUARE CONCRETE SLAB .,CAST IRON 12" VAL VF BOX W1 CAST IRON LID TYLER PIPE OR EQUAL. WATERLINE NOT THE LONG SIDE SERVICE FOR A 314- METER SHALL BE 1- TUBING AND A I- TO 314 - ANGLE M4-71ER STOP. ALL 314- TO 2" SHORT SIDE SERVICES SHALL BE OF COPPER TUBING. A. 2. ALL OTHER SERVICE SIZES SHALL INCORPORATE LIKE SIZES FOR CORPORATION STOPS, NO TE. TUBING, ANGLE METER STOPS, AND METER. ie., A 1-1/0" SHORT OR LONG SERVICE FINIS14 CONCRETE SLAB 114" SHALL CONSIST OF 1-112- TURING, 1-112" METER STOP, AND 1-112" METER (TO BELOW A.C. PAVEMENT BE INSTALLED BY OTHERS). z J. ALL PE PLASTIC PIPE SHALL BE IRON PIPE SIZE AND REQUIRES NO. 12 AWG SOLID COPPER SIRE _j INSULATED (TYPE OR THHN) TAPED TO PIPE AT LOCATIONS SHOWN AND EXTENDED INTO METER PA VEMEN T AR A BOX. DO NOT TOUCH WRE TO OTHER METAL FITTINGS. ALL POLY TURING SHALL BE IRON PIPE SIZE. 0 < 06 AOP V) 4 CONCRETE METER BOXES REQUIRED WHEN SERWCE IS LOCATED IN DRIVEWAY SIDE . ..................... 5. A BACKFLOW PR07ECTION DEVICE MAY BE REQUIRED FOR ANY SERVICE CONNECTION AS z T_ DETERMINED BY WATER RESOURCES. CC WATER RESOURCES DEPARTMENT WATER RESOURCWES DEPARTMENT CITY OF BAKE RSFIELD, CALIFORNIA CITY OF BAKERSIF-JELD, CALIFORNIA STANDARD SERVICE CONNECTION 3/4 TO 2 VALVE BOX DETAIL a PPR LATE No. APPROVED: W —DrFA PA TM T A E REV01-9-09 MA6 AGt:`i„4—QW=A"TCR"arSOIROES TMEN DATE PLATE No, W-12 REV, 1 0 rfaftd, Width - v&WAk 1.01 00 01 1.01 (0 14 (0 JIM) cooing bp. TV. bktkg sew r )P- ..... .... . Poe Exisfiv sew p47e ........... New pOe Wh niechankel Mp.) )b .............. ...... ............. Stal&V french .............. U09 per dty ......... slondard Sr -11✓ storm aw 2 sm* send- �yiJsed so place o� .... ..... .... c~d sk,,ryv X cwwcthig $a to sp*0ifla suffy sha be grated COMM A 4A A 4A 4 4 A. AL MRN --A Zj 6fP_2/A!2 L)ETA& For R*vdqg &Aten Sew Um 6.0” (0 f5") CONDUIT SPRINGLIKE POLYSTYRENE FOAM E*fiv uffity Poe aft unity Am To be used where 7(w eters 1.0'(0-1m) or Am MMmm X* eqiafb- I. e (2*nm) ELPf SAQaE - DETAIL iz 5 (D CC 5; ca LL C) AA d Ca 0 ©0o 0 "� Q ICU r) 4a) Co lu- < '�= 0 z _j .............. LLJ C\j 0 < 06 AOP V) . . ..................... z T_ _j CC W CO CL Uj U- LJL -4k U) A. U Lli M - > Z W N < Z < M 0 -- Z LJ LL W Z W 0 0 1p ^ aft unity Am To be used where 7(w eters 1.0'(0-1m) or Am MMmm X* eqiafb- I. e (2*nm) ELPf SAQaE - DETAIL C_ 0 CC iz 5 (D CC 5; ca LL C) cr d Ca 0 ©0o 0 "� Q ICU r) 4a) Co lu- < '�= 0 z _j LLJ C\j 0 < 06 AOP V) < j z T_ _j CC W CO CL Uj U- LJL -4k U) A. U Lli M - > Z W • < Z < M 0 -- Z LJ LL W Z C_ 0 CC iz 5 (D CC 5; ca LL C) cr d Ca 0 ©0o 0 "� Q ICU r) 4a) Co lu- < '�= 0 z _j LLJ C\j 0 < 06 AOP V) < j z T_ _j CC W CO CL Uj U- LJL -4k U) A. U Lli M - > Z W < LL < Z < M 0 -- Z LJ LL W Z W 0 0 1p ^ U z W Uj < RECORD DRAWING CERTIFICATION SHEET NO. 6.1-1778 0 OF 4 CITY RECORDc> NO.: fr* Akk Hok 05' x OWS' Dkmwd Mat, (law X 91mM) --,- 0 125" (-10m) DaT A 05" (12mm) Hole' 0 75- (Mm) letters 0125" (,Tondo) Hiffi nos" (2in") 0373' (10m) PLAN 12125-(6 1075-(0 , ' 9.8755 (0, Not& PX Slab not to be placed unN paNhq is in P/Oca AC Paring 8 S*wo&s shd be wored to a minkmn depth of 0125" the *iodkoWns entihed Vwdord Spedficatbu R OT -$V- 20' R = ar 1.5" R=05' Va ( (15mm) (40mm (119* L ming, pqw or 610" 24'6.0, in pints ffim in #bm or as dratted by the City Ern ow. 06m) '-- - 2, 0375" (10 mm) 0 -_, N AR "ZI (0 the gnat scorkq Ike at or beyond the plamW pint R -05 , - 05' iam ] N bet om 25"(65mm) and 55-(1*m). The 11. A permit for s~ construction Lvd recan$hucyW I AN frons and cows &W be tauqk " cat iron, free SW accompmy actual WO& A thaw nous, sweft and coild sheet, and " how a to ft re WW yff ts set &M h the Voldbrd 7 4 4 4d 4 4 ';A 4' wil &Nvire qWovd from the odt6ay Wey. a.4 A Stamp Disk afth RCE TYPE "A TYPE `18 or LS Number. R 05' 8000 staxbrd onm) 0 025m)l Radius 24' 0 6M IN 05' DATE RD WAIIIIII 6/2/IW Concave dgressim for 05* EVosim *Is &W be /&vted each side of a structure Surveying purposes: to form a Aim and tenacious sed. COMBINATION M. SHAW 0.4'(41m) A94MY 4A 4 7 E*ansipa jbkt Mr material shall consist of T NO. ,12 WY OF SAK809" ST -8 4 --4 5 m1hirnum patCh Iwo &W be 10 =a$m a t its 4 to 7 Concrete sho# be cured with o *ihife, pipwied curkgr cawpoemd 12 *GU TIER the dtf angbeff. El 24 (0 JW to Utter only offond where wed by Wy Cnower, 6. Relerwe staWards ST -IJ ad ST -14 for TYPE "C" fff0 c&Wwtkn reWirawents, NO TES.• Z For patO in 4*hdt concrete w*ss offiffr6e I A# work sho# conform to the qDpliw* sections of 10 "ened pkre pints or cold puts shall he constructed given a /01 broom &M. the IS101dord Spaffixotons, State of Caffibrole, DopelfM67t at 15- (4.6m) illawk Eqwsivn j*1s " be at each (5&nm) of rrw*wtatiw',' approved anent ettion, end the side of structures end at ends of curb retums, cmrte ow 0 5' (0 Ift) CAm # a to base foffowbg genal noter 8� ArtaW ad C*CtOr *Vd$ MkJ*N" a 7' (laan) 012; (Tom) 11. T)pe V anti and gutter � requked on all tees of a#Wt concrete over LO'(0,Vn) am 0 oggregoto bm M -FACE 2 Subqm* p-qwation for. T)pe -A -P '8", and 'C' curbs streets unless another' is aqwdy permitted by the FAENAW- ST-12WIi, and glitters shad be consinxted true to grode and cross City Engine . section with cmipoction of 90t to a Apth of 6.0" (015m) 11. POe cashg " be 10- (U.%) LA steel, A.8S, or as Na 8134-13 or below the w*ade. 12 T)pe 'A" =6 and gutter k permitted orlv Wil em acted by the City Engineer "mved equal 4Woved or reo*rd by the City [now. J Cwavie, for curb and gutter " be dos V 0438" X 2.0' SW and shill be within 2.5' (mrm) to 55' (a I*n) siinip 1J. Tpe V" orb may be permitted by the aty &Ve'er (11mm X 5ftm) only in Aftk time Paft end R -S -25A (R tial ri WY I.. 4 War foams shelf he sarfived on the on the d* pkced 9&rbon Two -And -One -Half Acre Mhinm Lot SFze) Zone. next to the concrete and shall not be less than 1.5- (44m) thick offer tkang Wkeed 14 Permit for w& and gutter consbuctibn she# accompany 5 Top dad face " be troweled smooth, then given a actual work. rael Ane brush fibish• 15. 0en mstructag new ad and gutter, the existrig 6 Nkye mtthig curb and gutters are to be rqAymd, new pavement sho# be sonut a minimum num of 0'(06m) from the /0 of the gutter or as heeled by The City bow. cwsftcAbn shad match existingconstrvefien unlessoffmvise dkiected by the City Engineer. T. 0mcrele shall contah no WOms unless prkr qWaKV is obtaw #" me City Eftrw RLMAM0 ST-IREV 8 Concrete &W he cured with -a vhftep�mented curingSTANDARD 6/2/" WAVI compound complying to swfim W-7018 of the stdadwd rcU CURBS & GUTTER CWCM spedricobb" TYPES "A", M. SHAW 9. E*" sectkm of curb and gutter sha# be sawcut at "B" , & *Vp N.T.S. SHM 140. the linfis of the area to be reconstriveted CITY OF BAKEF09EW ST --1 CALFOP#" OW 04"M PUSUC WORKS 0130ARTMENT fr* Akk Hok 05' x OWS' Dkmwd Mat, (law X 91mM) --,- 0 125" (-10m) DaT A 05" (12mm) Hole' 0 75- (Mm) letters 0125" (,Tondo) Hiffi nos" (2in") 0373' (10m) PLAN 12125-(6 1075-(0 , ' 9.8755 (0, Not& PX Slab not to be placed unN paNhq is in P/Oca AC Paring Concrete Pod SEC 77ON THRU MONUA4EN T 0625 NO TES. 0 Ogw) t A# wa* shall confam to the aWka* swtkos of the specifleatkos entilled *$twdwd Spm&o1iw.% Stote of Cdifbmth, PepariMent of Trw*w1dfiw',' qWowd current 025- (ftm) F- 9:5' (0 2*n) 8 S*wo&s shd be wored to a minkmn depth of 0125" the *iodkoWns entihed Vwdord Spedficatbu (50m) &Wm oth"ise dimled by the City [now. State of Calkazia, Avarioent of Transportatke, Va appvved ahimt edition. A New skL-K* consbuctim in blods with anthy L ming, pqw or Alhstk in pints ffim in #bm or as dratted by the City Ern ow. grade and aoss sectkn, with cm1paction of 90Z to a for grey -ion costings, wW deswatm ASTM• A419 dm no M 0375" (10 mm) Concrete Pod SEC 77ON THRU MONUA4EN T 0625 NO TES. 0 Ogw) t A# wa* shall confam to the aWka* swtkos of the specifleatkos entilled *$twdwd Spm&o1iw.% Stote of Cdifbmth, PepariMent of Trw*w1dfiw',' qWowd current 025- (ftm) F- 9:5' (0 2*n) 8 S*wo&s shd be wored to a minkmn depth of 0125" the *iodkoWns entihed Vwdord Spedficatbu (50m) &Wm oth"ise dimled by the City [now. State of Calkazia, Avarioent of Transportatke, TAMPING appvved ahimt edition. A New skL-K* consbuctim in blods with anthy 2 Castings Ae# conform to the proosims of the qaedfttions s~ shed owfbim in dvnffww ad kwfibn to Sz*0* pi-qwation sW be constructed true to ffim in #bm or as dratted by the City Ern ow. grade and aoss sectkn, with cm1paction of 90Z to a for grey -ion costings, wW deswatm ASTM• A419 dm no M 0375" (10 mm) 10125' (0.26m) 0 0 0 0 the gnat scorkq Ike at or beyond the plamW pint 3 C�ncrete &W be Ova 'A' and shot! hole a simp 0 0 0 bet om 25"(65mm) and 55-(1*m). The 11. A permit for s~ construction Lvd recan$hucyW I AN frons and cows &W be tauqk " cat iron, free SW accompmy actual WO& 1 5- (,a 087 28m) thaw nous, sweft and coild sheet, and " how a to ft re WW yff ts set &M h the Voldbrd 12 Any vanonce in Anah, cola; or material, from stwdard w&kmnlille, wil &Nvire qWovd from the odt6ay Wey. SECTION A -A 4 The seats of #omes and bearing km of the cows " be Stamp Disk afth RCE 13 TMWtms a x*wak t)pes must be qAvowd by mochkod for a smooth, non-roc*hg fit between, the too castings. or LS Number. coop"d mo)iv to Section 90-7O18 Of the 8000 staxbrd F111MAME ST-MEV 5 Costing sball be thoroughly demed end do* twice h a DATE RD WAIIIIII 6/2/IW Concave dgressim for pr4oaretka, of aWhalt or coal Ar and a# applied at JW11' F EVosim *Is &W be /&vted each side of a structure Surveying purposes: to form a Aim and tenacious sed. COMBINATION M. SHAW 0.4'(41m) A94MY 6 Concrete shy contek4 no ad0yes unless priorw,74(en WvK7/ 7 E*ansipa jbkt Mr material shall consist of T NO. ,12 WY OF SAK809" ST -8 is obtained from the City £ngireee CALF<*M 5 m1hirnum patCh Iwo &W be 10 =a$m a t its 4 to 7 Concrete sho# be cured with o *ihife, pipwied curkgr cawpoemd 0290 ()�Pol the dtf angbeff. El AletaW (if =05(hg with section 90-7.OIB of the $tandod 4wifttkns, 6. Relerwe staWards ST -IJ ad ST -14 for fff0 c&Wwtkn reWirawents, & The surface shall he &AW logro* kowelled ww1h, and Z For patO in 4*hdt concrete w*ss offiffr6e given a /01 broom &M. 20' (5&nm) 9. AN concrete used &W he Obw 'A" cmrte ow 0 5' (0 Ift) CAm # a to base 8� ArtaW ad C*CtOr *Vd$ MkJ*N" a 7' (laan) 012; (Tom) 10 The name of the maiwfecturing coaipwy sho# be on the a#Wt concrete over LO'(0,Vn) am 0 oggregoto bm M -FACE FAENAW- ST-12WIi, &wWs4* of the cowr .Disk shd be Leftz Disk and Stem to be 11. POe cashg " be 10- (U.%) LA steel, A.8S, or as Na 8134-13 or cost together of &wze acted by the City Engineer "mved equal N FRENAM 5T-21REV 0438" X 2.0' SW STANDARD '" -6/2'0 , -A. (11mm X 5ftm) ri WY I.. DOME HEAD DISK DETAIL Stwd&V curb return fadw Ewsion " be 20' (6.1m) mii. Wnt *akerred on ked streets and JO' plane Jmt (9 IM) mit on ad drtaf* and ca*ctws or locds at Guttas i'llIftectAws wim ffteri* q or co#wtm or as &wted by the 4, ` a ] 4 ty rnoxw- . 4' CA• 4 A� " & Gutter• A 15' 4.6m Max between joints Right -of --way 20' (61m) x 20' (6.1m) chm fff ' It A w1exception for *af kcatkos see Std T -M A J, (091 ) min. CwWvtka T~ Vffia* 4 0 future 5.0'(1.5in) Mb. s*Wized ---- 2.0 int ersectkn 600 (a 6M) AZV 07. 1 (0 15m) 29 29 43 A 4.0" (loam) jl� 4.5'(1.4m) Mininum, on a# 1wel siroets 55'(1.7m) MMw on a# aderW4 COWOM S4*004A ha*W comnwr* #*VsW, or as d0ected by the vow$ city E707W. 60' (1.&n) Minimm on meand0bg sMewe& NO 7ES. 1. All ww* shad confbim to the w#ka* sections of 8 S*wo&s shd be wored to a minkmn depth of 0125" the *iodkoWns entihed Vwdord Spedficatbu (50m) &Wm oth"ise dimled by the City [now. State of Calkazia, Avarioent of Transportatke, TAMPING appvved ahimt edition. A New skL-K* consbuctim in blods with anthy A*dt s~ shed owfbim in dvnffww ad kwfibn to Sz*0* pi-qwation sW be constructed true to ffim in #bm or as dratted by the City Ern ow. grade and aoss sectkn, with cm1paction of 90Z to a 0 *4 a depth of a5' (015m), 10. Exkthq sdewdk shd be so*=t and removed at 0 0 0 0 the gnat scorkq Ike at or beyond the plamW pint 3 C�ncrete &W be Ova 'A' and shot! hole a simp 0 0 0 bet om 25"(65mm) and 55-(1*m). The 11. A permit for s~ construction Lvd recan$hucyW sheat/ be rmahed to grade and cross section with a flod, SW accompmy actual WO& trowekd smooth and AnInhed with a &-mn 0 0 0 () 0 to ft re WW yff ts set &M h the Voldbrd 12 Any vanonce in Anah, cola; or material, from stwdard 4 Concrete shall corlow no oatnw xWen prior qprpval wil &Nvire qWovd from the odt6ay Wey. is Obww from the City Engbeer. of traqwtagw: wovW ewmt e0m. 13 TMWtms a x*wak t)pes must be qAvowd by 5 Concrete shoff be cured wfth a while-powled amg, the City fhoxw- coop"d mo)iv to Section 90-7O18 Of the 8000 staxbrd F111MAME ST-MEV 6 fthved fte Wts sho# be instalikIlf at 15- (46m)STANDA DATE RD WAIIIIII 6/2/IW int and apmibn ,pints at 60 (18.x») int W& EVosim *Is &W be /&vted each side of a structure and at the end of curb rebm COMBINATION M. SHAW 0.4'(41m) A94MY SIDEWALK N.T.S. 7 E*ansipa jbkt Mr material shall consist of T NO. pre formed stros of a our resEwl compaiind WY OF SAK809" ST -8 mbted wfthig CALF<*M 5 m1hirnum patCh Iwo &W be 10 =a$m a t its My 041114MIR PUSUC WORKS DEPIARIMENT jV MAX LWAWV TO K &W WN )w SGEW Goys} ffiw iw am TRE ATMIY W PANAMA Y IN COM1111M A" A MRIM Cr 4# ft,%) ZIFAIPIRW IS REOM FM W OF WENW)v &W OF 90 Par 11 ro- ktkA4f7�� I'll . .. I V •art 61V (1,15am) 210- f W LIM! I& ski 1XIA14fV11 �01, PAWLS WIL fir M"MD N N IM NOS MX MWS fiOt T AM VAAM AW AVr AM" Y 4? AADROWD MIAL 906 AUNU ON SM W OW PMES 91M. Cr A Mag WN SfAMM S)M SAWPS AND HA WW MX SOWS M Jr AAV VA404 PRW AVT ASOO Y OR APK010 MAL 9VM laU VAU NOT EXaM NAWV OF Ba I MOWWN06-(Um� T6POFP0Sr6M8E8f1O1V1W0FS1WA4AR BY AV MORE IMN 0- (18 Aff"M CRY 016am STANDARD MISCELLANEOUS SIGN DETAIL CITY OF BAKERSFIELD CALIFORNIA am 'A" P~ cwmt Caweta 00/or and ro*h to match somt ediwot pa Fl&tknd CWMI A& 4. 4 Select metwd (if reWkad) A*afic Pubt 8*4er somt A*dtk Pdht 7H IN GREATEST TAMPING CLASS / BEDDING DIMENSION A*dt OR SLURRY 1.0"(e23m) or less xebuthy P*WMI &Pwt Concrete 0 *4 a 12 in) both sides 0 0 0 0 T)pkd exh &* 6.0- (0.15m) wider 0 0 0 NOES. # 2.0"(0-6m) or more L A# W*nwd* aod maleri* sW confam, 1.0'(03m) wider 0 0 0 () 0 to ft re WW yff ts set &M h the Voldbrd both sides *ed&atbn Staile, of Cbftrnk, Aparbwt of traqwtagw: wovW ewmt e0m. 2. Somts &W be ma& pwW or at *t 8000 a* to ft centeffie of Me street BA MY IN ASEWL L COMEZE .1 Dvm of sawl mat", if reov� " be 90FA *1vm#;ed in Me Wby Me wow. 4. AotdW Agsi ffm 20" (aft) #om &WI pdd* 0.4'(41m) A94MY edyn of rr4 or gutter Ad be exlen*d to kdude coamte &rfw7g, AVWk Paht Okdar htermid7le, boWed sb* of &*tft pomwt mbted wfthig 5 m1hirnum patCh Iwo &W be 10 =a$m a t its WM#Mt diiV$iffl, WM QlhrMisll? by d 0290 ()�Pol the dtf angbeff. El AletaW (if 0 0 6. Relerwe staWards ST -IJ ad ST -14 for fff0 c&Wwtkn reWirawents, Z For patO in 4*hdt concrete w*ss offiffr6e dkrod by the dty womw-, A kcd sbwts mkhmm 0.4'(0.1m) I4`# r. cmrte ow 0 5' (0 Ift) CAm # a to base 8� ArtaW ad C*CtOr *Vd$ MkJ*N" a 7' (laan) PA My LN 12QAQ -AaM SME a#Wt concrete over LO'(0,Vn) am 0 oggregoto bm M -FACE FAENAW- ST-12WIi, MT SW TO LOT LK aawsr roAtin"r III LOT LW C&I&W of NIMM SMIX T A%t It It 1 WTY LK % %% 11 11 it if e 1 II II t It Iii I ti Ii l TYPICAL LOCATION PLAN rOR fiVSTALLA77aV OF STREET SIGN POSTS AVL 00 DErAX OF SIGN :<I. 7E AMWAW BY A CERWO IT TO SW SO AWS V 25 " (3 I&mn 9LPRN0,11WV)WV PSIAW 9 f&ff Ora I ALUM& RAX CUT TO DAMVSW VE, PLA&Ss"waHA It DZMW GRA&)% Y KRECMD r1ft 8A NNSEWRCWY6W80 WSor=4WvWby1he FOAVA T SIM AMWS-HAMWS Cd, AC W -C12 OR PMV APPROWD Em SW X. B11AFFIC ON LOW AAV WA SIWT$ 9MU aF AAV NIH AC VANN-AVW FIX -110 IWO " frw; 9(, , 14MITX4 % MO%10 EW& AWTAU AV &5416 �Jd I 8V?; 9mX BOLTS fiMa Aff CAP AAV PW AE&V OF AVT JS Tj AW 00 Wft-AMW FASfiW W4Q&W-12K AWOM 1AFAQ, IlAitil AMW 4? AMW AFWW0 6 9W K USEA FOR DETAILS 6F SW P057 AaWAK SE MY STAAVAAV T-41 Pavement Backff cmipacted to, 95X rs0*W cwipactkn h roo*vy wm km 10' (09m) bWd bQ0 Of 04 m*d179 aft but the. outer L0' (03m) of the M0*0 OfM and i7 06)V, WIM47 ............ = the existing =Vted mw* Sockffl compacted to 909 raWhe compaction it a# other area 8odff in p4be zom coalpecied to 9" releow empottka W Aw* 2 8adff matenW wift the poe zone to conform to notes 1, 2 and J FF For pubk utifts I construction �U recdmmis as per the PuNk ?/7 Uffiffies Cwm&-kn Ow" Ohdffs 6.0 AM &W kr- P ASAI 0 N21as per NOTES. t Back& for RW P,0e. 8ackNI materlbi within the p4w zone " be free of daLetWon mateW afid " too a Send Er AaWt of not Im Um 20 and shaft conform to the fohwkg gro*W Sid W 5 IN PWMIW Paniv 3/4' (2ftm) 100 Na 4 J5 -1W Na JO 20-100 This boONI materkil shill be placed in not to exceed one foot (101boseffiO3O) /q)w� =dtonewsly on each side of the pipe in such a nwdw as not to dwwge or *&b the poe on its afowent end p* Etich 1q)w &V be thmv#y cone' acted by medwacd twp* fibckg mof&W &W he PrAwty MlPocted to be P-br to ATM*. I Ba0fil kr &AWe pipe. Ape arm urrow shed be insidw in ommere wide the aumt ASTM spedflwAhn D-221. Only Q / end N embedment materials witfin the pile zone wN be omsdered suitaW #fffix the pipe zone, water fbodmg, and )ening shall not be used for bat*ff ewipoction for #abk p0a The bedding and hwichiny shed be hand placed to the Sr vhg line of the pf e and propedy carpocted For sewer mobs, am beddeg is reWiW for beddkg and hw?chkg Core stead he taken not to dblocale the pix The mah*V bockff h the pope zone &W be hand pkcad and awipacted in lifts not to aceed 60* (0 15m)l Mkkmft BoON #Wa*f &W be Mr.-AOWVcarmpac#edID WMiUdilP fWkV to f~,ftVAW A #Sh Grade N Depth mrks depw6ng on the street's Trefk index (T/See Tome 'B" beilow *Street zon ME 121, TRAFFX #M D&W 'fill Jo - 50 12'(03n) 11 55-6.5 L5' (045m) zo - do 20' (a 6m) a5 a? MME 25' (075%) Badfi# compacted to 90Z L relative compaction tjaw limit of Poe zonae sow be Lo' (03m) abow top of pJw &V or the ouft* dbmter of plain end pot H bunching T `- Poeorcondulit 4. Testing of bockfll mote rkis Mail be in acmdance with the tests listed in Section 6-101 of the Stbn fft D17, "C')'forLy )ench w6ft Is lm Vw LO'(03i� book& wlffi 2 sad k 5. Cwylwtibn tests #9 be reIp*ed and " be W re4ws- iVity of the Dewkper / &Wwder / Contractor the number acrd lzatkn of the tests " be delermined by the City 610eff. The tests ShOff he in OXOnknCe 10 the tests listed In SediaI 6-301 of the Standard Spairkot*4 (or ASTM D1557, Method T-). 6 Each k)w of WIN motets "/ meet the compaction, sod aWlident and quklion requirements before the nut layer is placed Z For pawmt patches wiffin psed am see standard dawhg $T-12 in this dor monual TABLE "A" The fallo . q sholl 0 y for trench widths. --TIPE WD 7H IN GREATEST TAMPING CLASS / BEDDING DIMENSION OR SLURRY 1.0"(e23m) or less 1.0'(0.3;)- wider 4.6 (75mm) wider Poth, sides both sides 1.0'(0 3M up 1.0 (0. Jin) wider 6.0- (0.15m) wider to , 2. 0' .6rh) both sides both sides 2.0"(0-6m) or more 1.5"(0.451") wider 1.0'(03m) wider I both sides both sides E- J HOWN matow above the Poe Zone " he free FUNAMST-13REV of oWe*kus material and AmW or stones exceeding STANDARD0"VX 4.0" (75nm) in greatest dhmsbn and shill be icu placed in not to exceed one foot (1.0' loose) (03n) TRENCH BACKFILL C"EUM - SNA lags and each low shaft be thoroughly coolpacted AND COMPACTION by mechonva twwg PF01 11PPM FN Tq XI § . L t 4- . . 4 61 + . Q 0 + t zig 5 - L 0 211 11 � L t In 10 E� -L LL0 4- V Ck U .q O -L 8N. S, = C ? +,-, . " ..,. 5 5 L L �R: V2 >� t 'Ofl+- L,4 D YD j3- Zj L L 10 41 a st 'r J - g ;88 L I- E NIX L! g. cc P- 3 +L -10H . o. r, 2 I= 4 rom�4y 00C E2 io Co t -tl r roL LB +C B E,4) L U, 3R 10EL .0 4-n� IC Z C �0 0 '40 4, 03 V e -, Dr, F GL Ix 0= I'd t e 2 23E.Ea 0 - .R ea V z -J I. P (3 ow CO -2 RUE a A 0 .2 p OR _@0 4) E -L mw -Mr- 2,0'i LL- rz 0- + OL 53 > V-3 43- ..8 ou) tu+ 4- C. -L, 0' Lf a. �t 382_? 4- ep fi� 2_2 V :;- t:9- 0-i aa. r= -8tp it 8 .0 -.9 20 ON 01 W -3 0� "A Vo -w In 5s$° 4* IN M W in z r-- IZ M ore O jL CA �4 -(MW 8 ul GAOL. WWW7 00 F C �T rr :a a2 %A UfdY I WzO MIA X ci W X I 81 UJ a IYA In, 0 IX- r7 z 7,- r5 i C I WNW - a) i 0 1z > rr miff 4 coo ©� ,r - Cc Im C\I 0 0 100 z 1 w a- n < lu_ 10 uz� .10 W 3 i M 1 1W 76 no UM41�Q 0 _1 14 M .0 U W X 04 It, z WW W T -P 42% a JIM W IL L W Its N C LLf-O W C\J iru :D -i V . dKi X W 1! 2 Xon 2:5 W�c CJ;X -C IrC,mm wO XE �Al -1 , W5 1 U Ld LLJ W W E XCM 0 01A0Hd J1 SHVIASSUAO LA 0 X,X zz UfW _J ONIINV3HVVIdW co W Li LL XO] 6M F- 3k < 0 0. :yD = X ZWW 0 , qr M- W., M=) 00 41-1 111 < X "qp� It WO �z cr) 0 W % LU LJ. IzoCC > rp Na 1:L VZ < 4J W CA 3, 17 U) U!lq UP Z NS 26 LLOOU d4 :it NIVMSSO') WEI- LL W '''"'j < .90, z W -b as !gej 0 :D LJ A W W > LJL 1- �X z W > =z U, Ul LI .!go F- W", CKM- X Xto Ld2 9 0 0 0 < VI, 0 0 L3 0 -.1 n Hill Xilii 1 0 cc ups M t, C WVJ A A4 VI N W < 121 Cc RECORD DRAVVINO CERTIFICATION SHEET NO. 6.1-1778 (t OF 14 CITY RECORDS NO.: 3 2! S8, 2 2E3