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WATER CON3TAUCTKNJ NOTES <br />©SAWCUT PAVEMENT IN SMOOTH -CONTINUOUS UNE FOR NEW WORK. <br />TRENCHING, BACKFILL, PATCH AND REPNR ROAD SECTION TO MEET/EXCEED <br />EXISTING COUNTY STANDARDS. <br />1 WATER SERVICE CONNECTIONS TO EXISTING 120 WATER ONE PER WATER DISTRICT <br />STANDARDS. <br />CONTRACTOR TO FIELD VERIFY EXACT HORIZONTAL/VERTICAL LOCATION OF EXISTING <br />STORM DRAIN PRIOR TO CONSTRUCTION, CONTACT ENGINEER IF CONFLICT EXISTS. <br />OW4Rnl5GMTAjTION <br />ATERLNE (IRRIGATION SERVICE) <br />3 METER AND BACKFLOW PREVENTION DEVICE PER WATER <br />NDARDS. <br />❑4 55 LF I= WATERLINE (DOMESTIC SERVICE) <br />❑In DOMESTIC WATER METER AND BACKFLOW PREVENTION DEVICE PER <br />5 WATER DISTRICT STANDARDS. <br />© 38 LF 1• TERLINE <br />❑7 1' TEE <br />QB I I LF In WATERLINE TO AIR/WATER UNIT <br />10 3/4' WATERLINE SERVICE TO ROSE BBB. <br />II NEW flRE HYDRANT SERVICE, CONNECT TO EXISTING 12' WATER. <br />INSTALL <br />1-12%6" CUT -IN TEE (RJxFL) <br />2-12= D.I. APPLES, 3' LENGTH <br />2-12' Ofil LONG PATTERN SLEEVES <br />1-6' GATE VALVE (FLxW) <br />47 LF 6= D.1. EXTENSION <br />141RE HYDRANT ASSEMBLY PER SJ, COUNTY DETAIL W-2 <br />CONCRETE THRUST BLOCKING <br />UT L TY PLAN <br />ARCO C�STOAE AND FUEL CANOPY <br />�. R•ROAD, SAN JOAOUIN COUNTYA <br />1 <br />sEwER ooNsr>aucT>ION Notts: <br />OONSITE SEPTIC TANKS AND PUMP SYSTEM, SEE PUNS BY OTHERS, <br />OA' ON HEAVY DUTY TRASH ENCLOSURE FLOOR DRAIN. CONNECT 4' OURET <br />PIPE 70 SEPTIC SYSTEM PIPING USI OR Wff FIRING. <br />O 39 OF 6' SDR -35 SS O I.OR MIN, <br />OSEWER CLEANOUT <br />RIM • TO FINISH GRADE <br />IE • 28.00, 6' <br />ONEW UNDER CANOPY AREA O/W SEPARATOR <br />JENSEN PRECAST N0, JP -500 <br />RIM • TO FINISH GRADE <br />IE=28.30, 60 IN <br />IE • 28.05, 6' OUT <br />ONEW UNDER CANOPY AREA CATCH BASIN <br />JENSEN PRECAST CATCH BASIN <br />MODEL NO. 01242448 (OAE) <br />TO = 28.40 <br />IE • 25.40, 6' <br />O7 99 OF 6' SDR -35 SS O LOX MIN. <br />OSEWER 5xGx6 WYE <br />IE • 26A2, 60 <br />O9 5 LF 6' SDR -35 SS O LOX MN, <br />10 SEWER CLEANOUT <br />RIM = TO FINISH GRADE <br />IE • 26.59, 6' <br />11 21 OF 66 SDR -35 SS O 1.07. MIN. <br />12 SEWER CLEANOUT <br />RIM • TO FINISH GRADE <br />IE • 26.80. 6' <br />13 3 OF 6' SDR -35 SS O 1.0% MIN. <br />14 SAMPLING MANHOLE <br />ROA • TO FINISH GRADE <br />IE • 26.45, 64 <br />IS 3 IF 6' SDR -35 SS O I,DX MIN. <br />16 NEW GREASE INTERCEPTOR <br />JERSEN PRECAST MOO, N0. JP -750 (CAE) <br />TG TO FINISH GRADE <br />IE 26.73, 6" IN <br />IE = 26.48, 6' OUT <br />17 7 OF 6' SDR -35 SS O LOX MIN. <br />18 SEWER CLEANOUT <br />RIM a TO FINISH GRADE <br />IE • 26.80, 6' <br />c� <br />Ot BENIN OMEN � MEMO � SEEN � � � O. 0000 PENN mons alsom ammol z <br />— BUILDING UTILITY CONNECTIONS DETAIL <br />I'•q' <br />E RESPONSIBLE FOR VENMNG 1 <br />I SHOWN ON TXESE PLANS OR I <br />L AND VERTICAL LOCATION PRIOfl <br />811 AND THEN POTHOLING ALL <br />I PHYSICALLY VERIFY WHEiMER 0 <br />IESE PLANS ARE BASED UPON TI <br />CONFLICTS SHOULD OCCUR, THE <br />N:. TO RESOLVE ALL PROBLEMS <br />Know what's below. <br />Call before you dig. <br />Dlal 811 <br />AND DEPiH OF <br />ALL <br />UTXJTIES Ml0 <br />SHML INCLUDE <br />i AT LOGTIONS <br />OF <br />LoalwNs of <br />sao <br />'ORMATION MID <br />ME <br />ARCO <br />BP IIEBI NAiI PTO]UCR, Ht <br />18215 72ND AVENUE SOUTH <br />KENT, WA 980.12 <br />(425)251-6222 <br />(425)251-8782 FA% <br />CAN kNCBEEP4NG, WA PIAIIilC, <br />SMRYO'ING, FOIYRONJEA/L SO NOES <br />U7IR <br />I <br />i <br />40.IEN...LIVA,Ipt b <br />Avco INTI � <br />AM/PM <br />FUEL CANOPY <br />WITH 8 MPD's <br />.Boxcss <br />NWC CHEflOKEEgOAD <br />@ NEWTON fl0A0 <br />SAN JOAOMN COUNTY, CALIFORNIA <br />FACILITY #TBD <br />C <br />am n Pe nxu u <br />®R Ip1k <br />M I5: P9 k <br />Rk CIC 8 <br />18066 <br />N <br />UTILITY PLA _ <br />C5.0 <br />