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LOT A'
<br />ZONE OF NO L EAC H
<br />ZONE OF No 3EEP4"
<br />P173 / 4
<br />NOTE:
<br />C41VTA./CT4/f� .SH.fL,G CD/YT.lCT
<br />P. T. e T Co.
<br />TD Af"IN6
<br />,rlD�/�1C,ENT TQ Fi?DNT.4dE /PralD.
<br />COST IRON CAP
<br />TAPPED 2, ".STD.
<br />�77
<br />I
<br />i
<br />ASAX-sTos
<br />-111"I
<br />C�Mi'NT' P/oE
<br />/75 •
<br />0
<br />1
<br />I �
<br />�
<br />EX1ST/1VG WELL PRESSURE I I
<br />TANK
<br />I
<br />I
<br />a"IIV6
<br />TAG IIVTo EXISTING L
<br />I
<br />I I
<br />/34 I /35 i /S�
<br />REMOYT EX/ST/NG Z
<br />GALVANIZED /ROM P,(PF-�--
<br />WXITFR LINE � %tFPLACE
<br />MA(N G L-Cojv ln/ATFR
<br />MAIN. iPECO/VN£C7'
<br />a
<br />EX/ST/NG SERVICES.
<br />I
<br />ice"
<br />TRANSI7-ION NEW 1,VATER I
<br />2O,
<br />`
<br />I I I
<br />MN A/T O MEET W/2—k/
<br />202
<br />LOCA7-161V OF FAJSTING I
<br />2" 6AI-VA/VIZEO IRON P/R£ r•-•
<br />�—__,.� I
<br />( 001 i 200 � /99
<br />APPROA. WELL LOCATION k 203 I I I I
<br />I
<br />i 7
<br />r• �r
<br />WILKIN,501V MANOR
<br />UNI T NQ 3
<br />13 14
<br />TAP /NTD E•XIST1 NG 8" LIVE
<br />I I I I I I RZA10YE E-X/STJNG 2" GALVANIZED
<br />I I IRON PIRG WATER L//VE e REPLACE
<br />/8o ! 161 = 182 I I /84 1n//7-,t-/ 4" in/ATE R /►7A Il l , R EC01*V CC T
<br />� i � i � � � EX/.5T!/YG 5'ER V/C ES •
<br />�----- -1--. --L— _iI �" �� J TRANSIT/D/V /VEW WArCA MAIN TO
<br />MEET W/TN LOCAT/O/Y D/- EX/ST/n/G
<br />T � �T
<br />/e9 I ie8 I 187 I (•�-- za' I
<br />I j I I I I
<br />I I I y l8G , NOTES:
<br />I I I I �
<br />----------1. CONTRACTOR SHALL NOT INTERRUPT WATER SUPPLY TO LOTS 185
<br />tzol
<br />«— a 12'
<br />21
<br />12 1 15 19
<br />�► �► i
<br />I
<br />4 it
<br />rt w
<br />38
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<br />f' 37
<br />36 �'� 33
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<br />RB' / 32`�
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<br />31 i
<br />35 34 `I i
<br />i 1
<br />LOT
<br />I i � B•
<br />A
<br />2 •'STD. GALV. ID/pE
<br />TAMP BACKFILL aCAIIND
<br />BLOCKING Tl4OR000I.4LY
<br />A�
<br />PLAN
<br />CA4RISTY ft3G, ca ,ems 4Oaw�.
<br />VALVE AOX
<br />so sopoaa Qaa �wm .Q
<br />s
<br />� o e ° O6 a °a e�D �
<br />Os.a
<br />•�a��r
<br />°�O b o
<br />ewe a°•
<br />4"XR•.
<br />2" 5TD. 5TREEr VALVE EQUIPPED
<br />FLEVATION wlr,4.5QU,4RE NUT FDR•-F"w2ENCNE5
<br />2"X 4"
<br />rEMPORARY MOwf-OFF
<br />/V. T. 5.
<br />9
<br />10 f �O 17 I I
<br />� 22
<br />l i r 16
<br />i I �
<br />r
<br />F i
<br />viNER 00VE
<br />Joe
<br />i
<br />25 25
<br />29 29 27 24
<br />I v ` 23
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<br />LOT 'C
<br />j
<br />_ l
<br />ARIA
<br />•TAMre'S .TDWES X- 3 7 / 0
<br />WET s,4RR[4 FIRc HYDRANT
<br />� /- 4 "
<br />VALVE BOX COVER
<br />(MARl�E"Q'rWjgTEh'
<br />VAL.VC' BOX XTE/11"SIGN .r',;,►•-•F:a _� BR£A�i'O,t-.r JOINT
<br />yN
<br />(CNR/JTY TKgF6'IC gad ~ '
<br />FXTENS/ON OR EQ(/A L� /' • CONCRETE COLLAR
<br />�_�•.�L/000�lT .3'LFEVE ti✓�,PD1•✓d �[GC .
<br />Q''• T,t•I,QU.ST BLOCA
<br />N
<br />a YZQ q/NG ARFq
<br />7 T/FCD NO. *O ADAPTER
<br />G"FLANGED GATE FlAL✓£ WET JQRRE'L s'N. •BURY
<br />r1rC0 IVt I / TEE
<br />8"MAN. B E,V R I NG AREA
<br />FIRE HYDRANT o VALVE DETAIL
<br />tr
<br />N.T.S.
<br />C, 0
<br />ASBFSTO•S '��K J(r 2" GALV. NIPPLE
<br />CEME-NT•P/P 67
<br />b j
<br />- il- 2 " GALV. 5rRFE i• ELB. "CrEND
<br />2" HRONZE STREET V.QLYE EQUIPPED 36
<br />Er.4TE VALVE TO BE /N.STALLED YY/TA/ SQU,406 NLl7- FY1K"T"wetNCN MAN•
<br />CAST /R�7W _ 2" B,e01VZE N/PPLE
<br />P/PE I� bG C,45T ltVN PLUG UPPE-,o Z" �'~W W4rVR 1VA11V 70 BF INSTALLErD
<br />-rZ F •STAAt DA RD wArs-R MA I N
<br />10'rrAIL •S I,I FET
<br />FOR 151Z! &IRS' HYDRANT 7-0 A.0 INSrAL-IrD
<br />PIE`RMaNANT BLOW CUFF ® ' ' COL✓ OFf VALVE (OE•�MANENTJ
<br />N.T.S ®T BLOW DFF VALVE �TEMPOQ.gQY�
<br />STArrer 414CAvT - TO BF 11VS7ALLCD
<br />B ly PC. F.
<br />VARIABLE r
<br />• EX15TiNG VALVE wATER srmvicE )r"A1 srREEr
<br />• EXISTING FIRE HYDRANT /V.Ta.
<br />FIELD ROOK:
<br />D, LJ ���� Date 6-�-TCv _ MOSHER MANOR TRACTye logo
<br />- -- -- - - - _..-- Ch � Liti/- kCG _Dates 1.= �— SCALE
<br />__ — -- SURVEYM HORIZONTAL. I=IOo' � V�
<br />WATO 4 S �T Ll TING PLAN
<br />REVISION DATE DESCRIPTION BY AMgoorem'"�' 32W J Street Sm;ranwnto, C*NWni■ SM16 (916) 441-6977 CE /2741
<br />aM Andreae P.O. Box 817 Sa.i Andreas. California 95249 (M) 754-3801 W.O. 7505-06
<br />1861 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 PQM,
<br />2, CONTRACTOR SHALL REPLACE ALL REMOVED PAVEMENT SECTIONS
<br />WITH 12" A.B. AND 4" A.C.
<br />3. ALL STREET LIGHTS TO BE INSTALLED BY PACIFIC GAS 8, ELECTRIC CO.
<br />4. ALL WATER MAINS WILL BE A-C.P., CLASS 150
<br />5. CONTRACTOR SHALL NOTIFY THE ABOVE LOT OWNERS 24 HOURS
<br />PRIOR TO ANY INTERRUPTION IN SERVICE.
<br />FEATHER WHERE NECESSARY TO ... • L/NFCUT PAVEMENT
<br />AMTCJ•J E'X/ST1)v6, rYP 50T14 SIDES 9EFORE XCA AT/ N
<br />E V O
<br />""•-•M.4TCJI EXIS TII�J(, .......
<br />� •o _ mo $�O Gam?
<br />o o c ••!SU8LRADE
<br />RE1-,4T/YE COMPACTION OF 95
<br />SCALE :`PAVEMENT SHALL BE f� . .
<br />I" = IDO' REPL•acEa wJrN >1 "oFAB � 4 OF AC ON 101.453 'gyp COMPACT /N 1P " M�fX. LAYERS
<br />;a , ,
<br />SUBG2ADE-lV TO ,4 MIN. RELd71 vE COMPACTION
<br />DF 95
<br />24' COMPACT JN 11 " L.4YFRS TO A
<br />N WN/M[fM t6L4rIVE' COAVA4C7/0N
<br />OF 85' yo
<br />PLAN
<br />MA/N
<br />rj�'4'
<br />THRUST BLOCK
<br />/. S"'X /. S' MIN.
<br />= COMPACT //V 6" LAYERS TO R
<br />MINIMUM RE'LQTIVE COMPACTION
<br />OF 85
<br />f�I//'� %��� fjEDl1/NG DFiA14 IS FOQ
<br />..... PIPE B,41P,PEG
<br />3"
<br />TrPicAL secriaN /N ulsTING /MPRUVFD STREETS
<br />morf5 :
<br />1. CONTR,4C7-0/? IVd y .47' 1•I/3 EXPEN5E EXC,d'V.47-E- 6" BELOW T//C gQ7'TOM OF THE
<br />PIPE AND REPLACE WIT14 5AND OR AGGrer&#rS, .341B8,dSE IN LIEU OF SNIPING
<br />aorTOM of TRENCH TO Fir PIPE SARPEL. JO/NT3 JN,4LL Sr 31L1,dPED IN e,,rWrP CASE.
<br />2. WNFN TRE'IYCN � EXC40rlON /S IN EX/-577N6 P.4VE'A 5TXEETS, RFRucc' PA'YEMENT
<br />6" ON E4c14 SIDE OF TRE/YCAl.
<br />3. 44,47/JRE PdV/NG 71,147- ",45 BECOME 31?1T74F IN THE- FN6INEE'1Z3 JUDGEMENT
<br />5144LL BE LINE CUT WITH ,4 DMIWOND 54W F411L DEPTH.
<br />ViViQ1E3 /O pv i.
<br />,•57-Re-,w; -r I/ c v e a Box
<br />.SURFACS 1✓/p -210 CONC. L/O
<br />Z / "MU,ELIER ANGL C' .STREI
<br />3-Ow MrTE',C J716P
<br />Mint. � 1 ov y�I/rIG R�v✓
<br />CGMP.rESS10/�1 ,C/TT/NG
<br />�.5i .,1VLi.SS ST-EEL.
<br />SM/TN ,BLA.'/! .313 ,5 44004F (.DOUBLE SALF TYPE.)
<br />MUFL LFR /" co"...S rolo Al - I5009 ( / " j X Sb " AA -JA,e
<br />'"/STAINLESS STEEL LINER FOR 1
<br />P AST/C PIPE'
<br />P/PF ..SMALL BE / r. D, ULTRA H / GN MOL EC UL A R
<br />w,rvr.HT(uHM W) P. E..3306, C 3 25"S - 43 0 YETNLFNE
<br />HAIVIJFACT&R,cD ,BY DR/SCOpF 0-c ae,4,V6 auRG
<br />OR EO&AL. PRESS R.477/N6 /GO P.St•
<br />TYPICAL MAIN f SERVICE
<br />LAYOu r
<br />N.T. S
<br />COUNTY OF SAN JOAOUIN , CALIF. MT#
<br />DEPARTMENT OF PUBLIC WORKS
<br />f14#!1
<br />�r VED Y ' DATE 7
<br />WILLIAM J. WARD .C.E. "31S
<br />DIRECTOR Of KIC WORKS
<br />
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