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EXIST/NC WELL V PRESSURE <br />TANK <br />TAP INTO EXIST/N6 a"L/NE— <br />REMOVE EX/ST/NG 2 "" A _ <br />GALVANIZED IRON PIPE I -- <br />WAITER /_/NE � RrPLACE <br />WITH G " A.C. P WATER I <br />MAIN• RECONNECT <br />EXIST/NC SERV/CES. I — — -- <br />zD' - <br />TRANS1770)V NEW WATER <br />MAIN Tip MEET W17-14 202 <br />LOCATION OF EXJST/NG <br />2" GAL.VA1V/ZE0 IRON P/PE I— ----. <br />LOT A' <br />APPROX. WELL LOCATION i 203 <br />o s <br />ZONE OF NO LEACH LlN <br />c f 6 <br />3 <br />ZONE OF NO SEEPAGE <br />_ S <br />PITS o <br />NOTE': - _ <br />\ 4 <br />CONTA.ICTO/9 SHILL CDNT,lCT <br />P. Te `T iro. (PHONE A77-/BS49)M/P \ <br />TO A&KNO!Njv e.MW.4WT/ON � 38 \\\ 5 - <br />A0dr41Ce1V7' TO Fi90NT.I6E AM0. <br />,I 1; <br />37 <br />i <br />_ 4_ <br />i <br />�� 33 �Jo <br />I ' <br />\ �0 <br />�32 <br />35 34 <br />I ' <br />i <br />CAST IRON CAP l <br />TAPPED 2".57D. I <br />1 <br />I <br />ASSESTOS <br />Ct/I0I�AIT P/PE 2 'STD. GALV• /RIPE <br />rr-• rr� <br />TAMP BACK•/LL BEHIND <br />!' BLOCKING THOROUGHLY <br />' A - <br />PLAN <br />CI4R/STY s.3c, as os �ouwL <br />YALI/E ,AOX <br />aa� <br />134 i 135 1 A36 <br />i <br />T- <br />-I � s _ — <br />I I <br />I <br />201 i 200 i /99 <br />I I I <br />-�- -L--- �---� - <br />1 7 <br />W <br />1.i <br />IJ <br />30 <br />31 <br />I <br />107- <br />1 � 1 <br />PLAN <br />8 <br />WILK/IVSON MANOR <br />UNIT NQ 3 <br />I I I I I <br />/80 1 /81 /82 i ' 1 184 <br />/a5 1 <br />/B9 i /138 1 /87 1 1.— 20' I <br />r /8G <br />13 14 20 <br />12 1 ! 15 19 <br />10 <br />17 <br />Si r i� 16 <br />I t\ <br />MOtMFR J4 <br />DR/YE <br />--- <br />i <br />26 25 <br />29 28 27 <br />v <br />I <br />If i i I i <br />LOT C <br />MA/N II/NF <br />6 �.. <br />THRUST BLOCK <br />ARI <br />24 <br />i <br />-7AM,E•S-7olVES J"-37/0 <br />- WET BARREL F/RE HYDRANT <br />1_2,L/..� /-4" <br />VALVE eOX COYER <br />(MAPKFO"W,g2 <br />C/✓R/JTY C -27S <br />VALVil BOX XTENS/dN r �:.f:a. BREA'A'OFl• JO/NT <br />(CHR/STY G -e TK.gFF/C 6a� ' <br />EXTENSION OR EgpAL) /' CONCRETE COLLAR <br />�i...9UPPORT °3'LEEVE 1i'/�QDIND B[OC <br />17jj� e . r/./ausT eLocsc <br />LIUY G" A.CP /..r d•. /.SX/.S MiN, <br />4 <br />a LREAR/NG ARiq <br />T/FCO NO. 40 ADAPTER <br />6' <br />'7--,ANGED CATS' VAL✓E WET SARRFL 47P. BURY <br />23 <br />TAP INTO EXISTING S"L11VE <br />RE"MOYE EX/STING 2" GALVANIZED <br />IRON PIPE WATER LINE e REPLACE <br />WIT/•/ G" WATER MA/N, RECONNECT <br />I EX/ST//YG SERV/CES. <br />J T,QANSITION /VEW WA7T9 MAIN TO <br />MEET W17-1-1 LOCAT101Y O.r EX/ST/NG <br />2"GA1VANIZED IRON 17/PE. <br />NOTES: <br />1. CONTRACTOR SHALL NOT INTERRUPT WATER SUPPLY TO LOTS 185, <br />186, 202 AND 203 OF WILKINSON MANOR UNIT NO. 3 FOR PERIODS <br />IN EXCESS OF 5 HOURS, AT NO TIME SHALL WATER SUPPLY TO THESE <br />LOTS BE INTERRUPTED PRIOR TO 8:00 A.M. OR AFTER 5:00 P,M, <br />2• CONTRACTOR SHALL REPLACE ALL REMOVED PAVEMENT SECTIONS <br />WITH 12" A.B. AND 4" A.C. <br />N3. ALL STREET LIGHTS TO BE INSTALLED BY PACIFIC GAS & ELECTRIC CO, <br />4. ALL WATER MAINS WILL BE A-C.P,, CLASS ISO <br />5. CONTRACTOR SHALL NOTIFY THE ABOVE LOT OWNERS 24 HOURS <br />PRIOR TO ANY INTERRUPTION IN SERVICE. <br />FEATHER WHERE NECESSARY TO ... •- LINECUT PAVEMENT <br />MATCH EXISTING, TYF BOTH SIDES BEFORE EXCAVAT/ON <br />....... MdrDl EXISTING......... <br />kA <br />0 4 m $oo 00 0 <br />° 4 •• 5U86R4DE <br />6" RELAT/VE COMPACTION OF 9Sfvl <br />SCALE :-PgVEMENT SNAIL BE %� <br />/,,-/00, REPLACED WLTN /1 oFAB' <br />4"OF AC ON A CLASS �p COMPACT IN >2" MAX. LgYERs <br />A <br />SUB6/7A0C N TOA MIN. RELATIVE COMhACTION <br />OF 95% <br />24" COMPACT IN 11" LAYERS TO A <br />N MINIMUM RELATIVE COMPACTION <br />OF 85Yo <br />riFco Ns I/ rEE YAR/es <br />BEARING AREA <br />/O•P.U,i. <br />FIRE HYDRANT $ VALVE "ma <br />LY. STREET ELB.•°°••' N. T. 5. <br />• • • b � <br />o CONC.I/' CNR/STY F•B <br />\/ p 2" CAP STREET CURB BOX <br />AS$F.STOJ a BLOCK \ , <br />SURFACE w/O 1/0 CONC-L/O <br />:EET VALVE EQU/PPEO CEMENTP/P 6 ,Q 2"GALV. NIPPLE <br />wm4 LUE L1T OR"T"WeCNC5 2'GLV REET EL8.FtEVATION LEGEND <br />^MUELLER ANGLi <br />p IID 2" BRONZE JTREET V•4LYB EQUIPPED 36• +rt. 30 Z / STRCET <br />_ --�— PgTE VALVE- TO BE INSTALLED „1 N MITER STOP R 1N <br />2"X W/TId SQUARENLT FOR"T"WKENCN <br />4^►�V•H-/f27S �LOGk hLWG 4e"MIN. <br />CAST IRON d - 2"" B,PONZE N/PFLE COMPA!ESSJON FITTING <br />/ P/PE n bG CAST IeON hLUG TAPPED Z worm MAIN Tb BE INSTALLED ST�NLis3 STEW4 <br />cpi SM/TN AU.4/A! 3/3 SIDOOLE (DOUBLE BALE TYPE <br />COMPACT /At 6" L4YERS TO q <br />M/N/M11M RELATIVE COMPACT/ON <br />OF 85 <br />/ <br />DETAIL 15 FOR <br />'' . P/PE BARPEL <br />TrP/CIL <br />3" <br />IN IN EXISTING IMPROVED STREETS <br />MorEs : <br />I. CONTRACTOR MAY QT I4/5 EXPENSE EXCAVATE 6•" BELOW TI/E SOT7041 OF THE <br />PIPE AND REPLACE WIT14 SAND OR 466,PEG,CTE ,SUBBASE IN LIEU OF SI•LIPING <br />.BOTTOM OF TRENCH TO FIT PIPE SARZ6rL, UO/NTS JF1.4LL BE S14AP66 IN EITHER CASE. <br />2. WNFIV TI?ENCN ¢ EXCAYAT/ON /S 11V EX1s7/N6 PAVER 57W--ETS, REPLACE P/IYEMENT <br />6" ON EACH SIDE OFTRE/YCH• <br />3. MgTUQE PAYING 7-J"T F/,45 BECOME 81?1TT4E IN T,4F ENGINEERS JUDGEMENT <br />5144LL BE L/NE CUT WITH A DIAMOND 5.4W FULL DEPTH. <br />SEF .`STAN DA RD EXISTING WATER MAIN MUELLER /" CORP. STOO N • 15009 \ � "� X JG " •PEAM,e <br />1 1 ; f ,- DETAIL SHT EEA— <br />"%STA/NLESS STEEL L/NFR FOR .2.5" <br />4"X 47-0 FOR J/ZE C/Ri• HYDRANT TG JL' JA&TrALLED /" PLASTIC PIPE <br />U J� PIfRMANANT LOW OFF ® BLOW OFf VALVE (PERMANENT) P/AF-W-4/i BE /" S.D, ULTRA H/GH MOLECULAR <br />SECTIONA-A WZ16NT(UNMW) P. E. 3306,C32TS-G3 o LYETHLFNE <br />®T BLOW OFF VALVE �TEMPOAtAQY� MANUFFiCTURCD BY OR/SCOPE OR ORANG SURD <br />OR EQUAL• M/N. PRESS eqr./NG /G0 P•SI• <br />$TRC�'T L/GNT - Tb BE INSTALLED <br />Br RC.' <br />Am <br />TEMPORARY ,BLOWVAR/ABLEOFF -�_ ..... ExrSrtNG VALVE <br />/V.T, 5. I'VATER SERVICE FROM STREET <br />EX/STING FIRE HYDRANT <br />® 1T-� -� `�-�-`��� Pis • - FIELD `°O`: MOSHER MANOR TRACT N_ 1030 <br />Ur Lr%�Lr/al/a.c. Date 6-�Y-TIo _ e <br />ENIGHEEPM <br />-- - -- --- <br />---- - -- c, G -v n ` Ch LMv✓- kcG _ Date L..= ZSL SCALE <br />- — ` NNE r M HORIZONTAL Irr-/Oo' <br />- - - - - -_ __-- - - • ARc��x NATER i MUT LIGHTING PLAN _ <br />REVISION DATE <br />DESCRIPTION BY I AM 8iO1i"aar 32W J Straat Sw;ram nto CeNfo+nu "SIG (916) 441-6977 CE /2741 <br />Baa AMdar P.0. 8oz 617 Saa Anaraa, CaNfor38011 WO. 7505-05 <br />fr9r' <br />! ""J/NGLESERY/CE (TYP� <br />I <br />VARAC3 <br />LONG S/DE.TEQV/CE <br />SINGLE I " AOLYETNLENE SERV/CE /N <br />TYPICAL MAIN f SERVICE <br />Latour <br />COUNTY OF SAN JOAOUIN,CALIF. MATE <br />DEPARTMENT OF PUBLIC WORKS <br />SMiET <br />�I VED YDATE <br />7 <br />WILLIAM i. WARD .C.f <br />. 1»6 <br />DIRECTOR OF RLIC WORKS <br />