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1 2 3 _ 4 5 6 7 8 9 10 17 18 11 72 13 14 15 16 .. - a STORM DRAIN PIPING SANITARY SEWER PIPING BASIS OF DESIGN PETROLEUM PIPING NOTES UTILITY LEGEND N M r.';D SD-0 THE DESIGN SHOWN HEREON IS BASED ON IMPROVEMENT PLANS PREPARED BY MCR 1, PETROLEUM, SEWER, AIR AND WATER PIPING SHOWN SCHEMATICALLY. CONTRACTOR DW DOMESTIC WATERLINE TYPE AND SIZE AS NOTED. M STGRM DRAIN SANITARY SEWER ENGINEERS, INC. FOR THE SPRECKELS PARK DEVELOPMENT. THE OFF-SITE SHALL INSTALL PIPING PER FIELD CONDITIONS WITH CHEVRON REPRESENTATIVE'S IMPROVEMENTS WERE UNDER CONSTRUCTION DURING THE PREPARATION OF THESE APPROVAL, PLANS. THE OFF-SITE IMPROVEMENTS SHOULD BE COMPLETED PRIOR TO THE START STORM DRAIN, SDR-35 PVC. SIZE AS NOTED. SD-1 PLACE 43 L.F. OF 10" SDR-35 PVC AT 5=0.0367 SS-1 PLACE 64 L.F. OF 6" SDR-35 PVC AT 5=0.0773 MIN. OF THIS PROJECT AND HEREINAFTER WILL BE REFERRED TO AS 'EXISTING'. IT IS NOT 2. FOR BID PURPOSES ONLY, CONTRACTOR IS TO ASSUME A NEW TANK BURIAL SO-2 PLACE 70 LY OF B" SDR-35 PVC AT S=0.010 SS-2 PLACE 88 L.F. OF 4" SDR-35 PVC AT S=0.020 MIN. NECESSARY FOR THE OFF-SITE IMPROVEMENTS TO BE COMPLETE PRIOR TO THE DEPTH OF 7'-0" TO TOP OF TANK. CONTRACTOR TO DETERMINE ACTUAL SS SANITARY SEWER, SDR-35 PVC. SIZE AS NOTED, START CF THIS PROJECT AS LONG AS ALL CITYREQUIREMENTS ARE MET. THE ELEVATIONS AND REQUIRED TANK BURIAL DEPTH WITHIN CHEVRON CONFORMS FOR SURFACE IMPROVEMENTS, POINTS OF CONNECTION AND INVERT GUIDELINES PRIOR TO CONSTRUCTION. SD-3 PLACE 77 L.F. OF 8" SDR-35 PVC AT 5=0.010. SS-3 PLACE 97 L.F. OF 4" SDR-35 PVC AT S=0.020 MIN. A AIR LINE. TYPE 'L' COPPER LINE. E ELEVATIONS FOR UTILITIES MAY VARY FROM THOSE SHOWN HEREON. IT IS INCUMBENT 3. ALL PRODUCT, VENT AND VAPOR RETURN LINES SHALL SLOPE 1/4" PER -- UPCN THE CONTRACTOR TO VERIFY THE CONFORM GRADES, POINTS OF CONNECTION, FOOT TOWARD TANKS. SD-4 PLACE 45 L.F. OF 8" SDR-35 PVC AT 5=0.010. 55-4 PLACE 34 L.F. OF 4" SDR-35 PVC AT 5=0.020 MIN. UTILITY LOCATION AND INVERT ELEVATIONS FOR ALL OFF-SITE IMPROVEMENTS AS 4. SEE SHEET SEE IRRIGATION DRAWINGS. FOR IRRIGATION PIPING PLAN. -- YW YARD WATER. TYPE AND SIZE AS HOED SD-5 PLACE 68 L.F. OF 6" SDR-35 PVC AT S=0010 55-5 PLACE 30 L.F. OF 4" SDR-35 PVC AT 5=0.020 MIN, SHOWN HERE PRIOR TO THE START OF ANY NEW CONSTRUCTION. SHOULD THE EXISTING GRADES DIFFER FROM THOSE REFERENCED HERE THE CONTRACTOR SHALL 5. SEE BUILDING DRAWNGS FOR BUILDING PLUMBING,L SD-6 PLACE 25. L.F. OF B" SDR-35 PVC AT S=0.020, SS-6 PLACE 7 L.F. OF 4" SDR-35 PVC AT S=0.020 MIN. IMMEDIATELY NOTIFY THE PROJECT ENGINEER AND RHL DESIGN GROUP, INC. U UNLEADED PRODUCT, DOUBLE WALL F.R.P. PRODUCT PIPING SD-7 PLACE 46 L.F. OF B" SDR-35 PVC AT S=0.0814. L S SUPREME PRODUCT, DOUBLE WALL F.R.P. SD--B PLACE 20 LR OF 4" SDR-35 PVC AT 5=0.0322. PRODUCT PIPING SD-9 PLACE fib L.F. OF 4" SDR-35 PVC AT S=0.0322. UTILITY VERIFICATION KEY NOTES - - V - - VENT, SINGLE WALL F.R.P. PIPING SD-10 PLACE 49 LR OF 4 SDR-35 PVC AT 5=0.0537. DIV\MVILCAD\NOTES\KEYNOTES -----VR----- VAPOR RETURN LINE SINGLE WALL F.R.P. PIPING SD-11 PLACE 58 LF. OF 4" SDR-35 PVC AT S=0.0216. SLOPE TOWARDS UNLEADED TANK PRIOR TO START OF ANY WORK, THE CONTRACTOR SHALL VERIFY THE LOCATION, 13.1 SD-12 PLACE 16 L.F. OF 4" SDR-35 PVC AT 5=0.0216. ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES F.R.P. FIBERGLASS REINFORCED PLASTIC THROUGHOUT THE SITE AND AT THE POINTS OF CONNECTION. THE CONTRACTOR DIVISION 2 - SITE WORK SD-13 PLACE 30 L.F. OF 4" SDR-35 PVC AT 5=0.1 D0. SHALL VERIFY THAT THE PROPOSED UTILITY SERVICE WILL MEET THE INDICATED PIPE K SLOPES AND IMMEDIATELY NOTIFY THE CLIENT REPRESENTATIVE AND RHL DESIGN 21 EXISTING 8"O VCP SEWER MAIN, PROTECT FROM HARM. IS INVERT ELEVATION SD-14 PLACE 6 L.F. OF 4" SDR-35 PVC AT S=0.010 MIN. (TYPICAL OF 4) GROUP, INC. OF ANY CONDITIONS) THAT WILL PREVENT CONSTRUCTION OF NEW K UTILITY SERVICES AS INDICATED N THE PLANS. THE CONTRACTOR SHALL BE FULLY 22 P.O.C. TO EXISTING 8" SEWER STUB. CONTRACTOR TO VERIFY LOCATION AND TG TOP OF GRATE OR COVER ELEVATION RESPONSIBLE FOR ALL ADDITIONAL COST INCLUDING BUT NOT LIMITED TO REDESIGN, EXISTING INVERT ELEVATION PRIOR TO INSTALLATION OF NEW SEWER SERVICE. IF CONSTRUCTION, INSPECTION, AND LIQUIDATED DAMAGES RESULTING FROM THE IN CONFLICT WITH PROPOSED DESIGN, CONTRACTOR TO CONTACT CLIENT CONTRACTOR'S FAILURE TO PERFORM UTILITY VERIFICATION. REPRESENTATIVE AND RILL DESIGN GROUP, INC, IMMEDIATELY. �� CO CLEAN OUT TO GRADE - _ - - - 1 2.3 P.O.C. SEWER LATERAL AT BUILDING/CARWASH. REFER TO ARCHITECTURAL O DS DOWN SPOUT - PLUMBING PLANS FOR EXACT LOCATION. _ - y./- /y'1- y/-'�( - /' }�'\fit- //��- 2.4 INSTALL SINGLE CLEAN OUT TO GRADE. MW Q) MONITORING WELL. VI SIF/ 2.5 INSTALL TWO WAY CLEAN OUT TO GRADE PER DETAIL 17, SHEET C2. PQ._ 0- POINT OF CONNECTION 2.6 REMOVE TOP OF EXISTING STRUCTURE AND CONVERT TO 'DRIVE-OVER' CATCH J I BASIN, PER CITY STANDARD D-12. ] MULTI-PRODUCT DISPENSER J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _' ` 2.7 EXISTING STORM DRAIN LINE TO REMAIN, PROTECT FROM HARM. p YOSEMITE-AVENUE Y ENUE 3 W/ TER SERVICE VENT RISER 2.8 EXISTING 3" WATER SERVICE TO REMAIN. PROTECT FROM HARM. " 2.7 D - SHUTOFF VALVE 2.9 2.9 EXISTING 3" WATER VALVE TO REMAIN. PROTECT FROM HARM. - J I JJ 2.10 P.O.C. TO (EXISTING STORM DRAIN STUB, CCNTRACTOR TO VERIFY STORM ® DROP INLET I . DRAIN IOC ATION AND EXISTING INVERT ELEVATION PRIOR TO INSTALLATION OF NEW STORM DRAIN, IF IN CONFLICT WITH PROPOSED DESIGN CONTRACTOR ® TURNING STRUCTURE a a 89'59 2.11 49"E' I ' 2'12 - z r E_ ` .< 2f TO CLIENT REPRESENTATIVE AND RHL DESIGN GROUP, INC IMMEDIATELY.TELLY. I-1 I �, •-_ 1 CONNECT A/W WATER SERVICE TO NEAREST POINT ON BUILDING WATER SUPPLY. WATER METER HI 2.12 P.0 C. NEW 24" DOMESTIC WATER SERVICE TO EXISTING 3" WATER STUB. CONTRACTOR TO INSTALL 1)"METER, METER BOX AND REDUCED PRESSURE BACK FLOW PREVENTQR PIC, 2 PRINCIPAL BACK FLOW PREVENTION DEVICE PER CITY OF MANTECA X9.1. ' 2'19 4' PVC GAS MAIN, CONSTRUCTION CONTRACTOR DETAILS W-10 TE W1-15. CITY TO PROVIDE �y WATER METER. CONTRACTOR TO COORDINATE INSTALLATION. UTILI I 1 NOTES III \\ o v 2'-4" BACK OF 4ENC T4 NCH SD-5 N LU SIDEWALK 2.73 GATE VALVE (SHUTOFF) AT BUILDING SIZE TO MATCH (N) WATER LINE SIZE. BENCH 4' - 13'1 . 4'-6" TRENCH \4'-6" TRENCH 2.14 P.QC LANDSCAPE IRRIGATION WATER SERVICE, SEE LANDSCAPE PLANS FOR TRENCH TRENCH I3, C TR CH TSRENCH ih \ EXACT LOCATION. ACK FLOW PREVENTION 1. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL RUNS. G III ` ' iF 61. �" _ FTPE SpVFT• 2.4 v 2.15 DEVICE PNEW ER CITY OF MAN ECA CONSTRUCT(NATION WATER SERVICE AND B STANDARDS. SEE DETAIL W-15. 2. INSTALL IRRIGATION SLEEVES MIN 12 FROM BACK OF CURB AND MIN, 18" DEEP, C II Jq"T' urernom - _ _ I] CAP ENDS. 3 " TANK 00 y '1826 40 `B5z o:EN -I` 36.56 pXS\ 2.16 P.O.C. WATER SERVICE AT BUILDING/CARWASH. REFER TO ARCHITECTURAL 3. PLUMBING DESIGN BASED ON MIN. P51 OF 40 PSI RESIDUAL PRESSURE MEASURED _ PLUMBING PLANS FOR EXACT LOCATION. AT EXISTING FIRE HYDRANT. IF PRESSURE TEST AT THE BACK OF METER IS LESS v III I pp�6 \ PAF`° uE NeJ A 'I L 1pf O1SP' � L pE 0\SP. I L lPE 0\SP' ��__ THAN THE MIN, DESIGN VALUE NOTED, CONTRACTOR. SHALL IMMEDIATELY NOTIFY III I d I o+ 2.17 P.O.C. DOWN SPOUT AT BUILDING/CARWASH. REFER TO ARCHITECTURAL PLANS CLIENT REPRESENTATIVE AND CONSULTANT. /•000 w•ewc \ • 2'4 f • FOR EXACT LOCATION. III I 3A\9iui {' '• . T � I 25 a"1 13.4 II 25 2.18 P.O.C. NEW WATER SERVICE TO EXISTING 6" WATER STUB. CONTRACTOR SHALL 4. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE AN tPW _V.__ K IM Y3.5 APPROXIMATION OF THEIR ACTUAL LOCATION AND HAVE NOT BEEN INDEPENDENTLY z III I I I�� J I II COORDINATE CONNECTION WITH THE CITY. VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL a` III I 135 SD-14 JSD-14 DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING I�- 4 � q�S 2.4 2.19 24" DROP UNLET. CHRISTY MODEL 023 WITH GALVANIZED TRAFFIC RATED FRAME WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES F I �1 cn��\°ia 6q Ino •-' SD-3 I. o AND GRATE SIMILAR TO DETAIL 18, SHEET C2. WHICH MAY OCCUR DUE TO THE CONTRACTOR'S FAILURE TO PHYSICALLY LOCATE 4 132 O F < SD-13 50-4 N ; 2.3 AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. F 2.20 NEW TRANSFORMER LOCATION. EXTEND NEW SERVICE TO P.O.C. AT BUILDING, 5. THE CONTRACTOR SHALL CONTACT THE FOLLOWING, AS APPROPRIATE, TO INDICATE (y�^J \ EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. UNDERGROUND .a ^' S `dV6H CO - 39' q0, C� - SS-6 REFER TO ELECTRICAL AND P.G.&E. PLANS FOR DETAILS. j 5'-0"MIN. I� 32 6'-6'-6'P oAy, e a�� 2 4 CO CO 2.21 WATER PRESSURE BOOSTER PUMP, REFER TO PLUMBING PLANS FOR DETAILS. SERVICE ALERT (USA) CAN BE REACHED AT; (800) 842-2444 V o / 5• S 2.17 2.22 36" TURNING STRUCTURE. CHRISTY MODEL U43 WITH GALVANIZED STANDARD 6. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, i \ MIN ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON y SD-10 cn 25 FRAME AND SOLID COVER, WITH 3/4" LIFTING HOLES, SIMILAR TO N n ,` JA to I DETAIL 18, SHEET C2. SITE, ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE D.I. N0. I / '� O a EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN THE CONTRACTOR 2.4 \ "' o ,0��2 6, 5" 4 I 2.23 INSTALL CITY STANDARD CLEAN-OUT PER DETAIL NO. S-13 AT PROPERTY LINE. SHALL NOTIFY RHL IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES. SS-3 N 2.24 NOT USED. ALL WORK SHALL BE PER OSHA AND ALL NECESSARY APPLICABLE FEDERAL, STATE E I / CO AND LOCAL CODE REQUIREMENTS. THE CONTRACTOR SHALL SECURE A TRENCH III I / / 4"SS 4"SS COII 2.25 INSTALL REDUCED PRESSURE PRINCIPAL BACK FLOW PREVENTION DEVICE PERMIT FROM THE GOVERNING DIVISION OF INDUSTRIAL SAFETY PRIOR TO E IPER NLET (LTY INE F MANTECA CONSTRUCTION STANDARD DETAIL W-15. MATCH EXCAVATION OF ANY TRENCH OVER FIVE FEET IN DEPTH. J F E. 8 THE CONTRACTOR SHALL SECURE ALL ENCROACHMENT PERMITS FROM ALL III I 1 2.13 2.16 1 APPLICABLE AGENCIES BEFORE THE COMMENCEMENT OF WORK. , .< DIVISION 13 - SPFCIAI QQN21130,1101\1 2.5 2.17 13.5 13.1 (N) 20,000 GAL. & (N) 15,000 GAL. DBL. WALL FRP UNDERGROUND TANK SO-1 / /j. 5 2 4 WITH (N) 2 H.P. TURBINE PUMPS, SPILL CONTAINMENT AND MONITORING IIISYSTEM. REFER TO F SHEETS - n IrL.I T.S. NO. 1 2,22 .a. O /f CO 13.2 VENT RISER: REFER TO SHEET F-4 FOR RISER SUPPORT DETAIL o III W 4 ° t _ 3'-0 3 GD 2.3 NORTH 13.3 PRODUCT PIPING SCHEMATIC. REFER TO F SHEETS ° p ��, o o CO p 13.4 (N) MULTI-PRODUCT.DISPENSER (TYP. OF 6). REFER TO SHEET F-4 2 8/17/00 REVISED PER CITY PLAN CHECK COMMENTS ME D o III 2.10 tK .� n' N 50-12 s� 13.5 EMERGENCY SHUTOFF SWITCH 8/2/00 ISSUED FOR CONSTRUCTION JRS U 216 LJ 7/27/00 ISSUED FOR BID JR5 2.7 I 211 213 3 o 6/2/00 ISSUED FOR PERMIT JRS FS_=_-4-2.88 0 - MARK DATE- REVISIONS INTTAL 11 GQ 2 3 o 0 o zo ao 60 6o CITY WATER NOTE s lIJ _ 6.,55 0 „W PIPING PLAN o' - II' - - T \/ 2.4 4 2.25 ��,.'. 2.1 2.15 C III I 21 SD-6 \ \ 33.40 IE 39.40 1 2.25 THE CITY OF MANTECA WATER DEPARTMENT MUST APPROVE THE LOCATION AND R PROTECTION FOR ALL WATER METER AND BACKFLOW PREVENTOR INSTALLATIONS. S,9# 20-9167 22 \ _ DS 05 ® I _• `` I '" I \ Co �Do _ - SCALE; 1'•=20'-0" THE CONTRACTOR SHALL CALL (209) 239-8458 TO COORDINATE AND OBTAIN 1234 EAST YOSEMITE AVENUE 2.23 E - _ 2' I APPROVAL PRIOR TO INSTALLATION OF ANY WATER FACILITIES. MANTECA, CA 00 IE <DR DE BREAK I SD-7 5D-B 5D-9 2.4 221 22 AS-BUILT LEGEND AB-BUILT PIPING PLAN OCTOBER, 2000 �&df°n7 qq�T 4 PG&E PREPARED BY: VAULT I U - UNLEADED PRODUCT PIPING qtr BIY 66��V4R 'L f - - - - DOUBLE WALL FIBERGLASS) Ge fi m 6 - 1� (3x5) I S89'S9'49'FD.I. N0. 3 206.00' /,�pp ¢ Qp Ryan p/� G 6f'Til ® f �Ya!/ I//0./. I `I-LJ\ S (DOUBLE WALL FIBERGLASS) O + _ -. - 3._5„ PVC, i PG&E FUTURE : _ 6747 Sierra Ct., Suite J ` 1 -VR- - - - - VAPOR RETURN PIPING , ARCHITECTURE • ENGINEERING • ENVIRONMENTAL SERVICES Dublin, CA 94568 (925) 551-7555 � HL ` 4' PVC (SINGLE WALL FIBERGLASS) 1137 N. M<DOWELL BLVD. PETALUMA. CA 94954 (707) 765-1660 v 1 I PG&E FUTURE 10 GROUP YAC JOHN W. JOHNSON. ARCHITECT JAMES H. RAY, CIVIL ENGINEER ------V---------- VENT PIPING (SINGLE WALL FIBERGLASS) m0 1 PG&E/CHEVRON INDIVIDUAL ELECTRICAL CONDUITS RHL REVIEW INITIAL GATE DATE: 210CT99 CONNECTION - - - DR. BY: I I - - _ - - - - - - PRELIMINARY _ TRENCH OR EXCAVATION LIMIT PLANNING STEEL BID A I I q,01 TOP OF PIPE ELEVATION BLDG PERMIT CRS 6/8/00 APER: A e$ GENERAL BID CBS 7/27/00 RHL $ 8165.31 PERVIT REV'S CRS 7/28/00 - I I ED_N - EE Da notnot u � SHEET 1 a drawing CBS 9/1/00 A� I., construction .-"-....^.^. .m•�... .,.- .".•�...�.....�.....,,....�. ....=.atm..,...,;" Dole s initialed 3 4 5 6 C= ,a„".,...,�. ...m $ 9 10 71 12 13 14 _ 15 1G . .