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I'
<br />Extend vacuum bleaker
<br />discharge thiouyh rept
<br />99.0'
<br />-exfand 710 Z/X,a. 0AAe Brack
<br />s/ir,i/a�- >�o �fra•� of -.sand -fra��
<br />o— —o — 0 0 0 -?
<br />—
<br />3/, --- �- ? ---
<br />"0C. 410=
<br />� I
<br />N WEN Head
<br />Con? `ro/ Pane/
<br />o
<br />Mafi¢r
<br />i L
<br />'
<br />200 w /iyht5 OicB \
<br />s
<br />a
<br />7 \ l
<br />\ R\
<br />L
<br />o L C \
<br />SITE PLA N
<br />0 0
<br />� ij To 44?^• o
<br />0
<br />•
<br />e e V' 6
<br />�n f %lin See
<br />Ib
<br />I tall a/ G. L .
<br />ncc `v/ � strands
<br />rbBt/ !�//re 41rou17o'
<br />// SifG
<br />/o '/ SGh. 40
<br />0 � \
<br />'o
<br />y
<br />SD % e \ \
<br />10 X\ \
<br />�----- 9aclrii// grou�c/ S11 -4147'111W
<br />- / Sha// ,be a rn/niinum a/ • \
<br />90% R G. G
<br />e \ \ \ PJV \
<br />Cobb/es ny /B"dameter I� ��-
<br />/ hl 2' o'er
<br />" A
<br />10P INLET CATCH
<br />G $AND 'TRAP
<br />\�
<br />R/w �
<br />MOKELUMNE STREET
<br />914" Drq. Eye ea/t throegq117
<br />4"x r4" ~ 4' from each
<br />end W/ neaky tva5/7er
<br />"5tront� -
<br />Tie- 5T ZZ
<br />t/G 6;, 7 ptl555
<br />eaG/7 tr'u
<br />4"X /4" o. i No. Z 2"X4
<br />�4-/241
<br />B '/ guar/q Tied T5
<br />/2 CorrneGfiorr w/iO /Gd
<br />ver trU59
<br />3' x 3"
<br />3/e" 4
<br />p/ate � lois,'
<br />ROOF LIFTING
<br />• PrOygure Switch 3/4"4944'uit
<br />t0 GOntrO/ pang/
<br />• ewoo Gaage CacR
<br />if/B"Plas'iic ffleler eFgwe
<br />6/4105 S'^'O" 5tenci/ N W L.
<br />g4. W. 4. on '0/7,1tbah/nd
<br />aUlqye • Rlaee r?//G. 6UOrd
<br />on G/4155.
<br />/O" 5i/Cnt
<br />• GheGk !/a/ve
<br />• 4" l/acuu/n Breaker
<br />ver/ve yY/screen
<br />�7Uard
<br />• 5'41 /e cock San`/
<br />• or Ss/er COa*ir9 (moi shown)
<br />• /�"x/o" Reducer
<br />/O" F/oW—
<br />• !/ertiGa/ .Neter
<br />Pt//n he � Sam /G
<br />orge Coe o
<br />Neq 5i i/or I
<br />—
<br />Tee 6
<br />- A1r v,17t Extend 91411
<br />�o/v "eel- /eve/
<br />EXt017W 04C/io1-0,j j/ne 1119
<br />/Z"t obpve rode
<br />t/OeC /i/r 1/6 1` O/BGhOrgG
<br />Deter//)
<br />Auto/natia A/i' !io/umC
<br />Contra/ "Aqua-1Y/GC rkG/a
<br />err E•qua/
<br />--1q—�•��J�- To SrOrm Ora/i7
<br />- system �
<br />11411,fl/n. D4?. We//-CaB//79 is h'6a/th D1 -;5t ,?t0/7dard5
<br />Pum,, to deliver a 4///7. of 170`0 yp„� Ap .,6-o,vo/• r�
<br />Soo qw.m 9S,o5i.
<br />Inner 4eaS/179 Z" Ga/. Tee
<br />basket - 7]/oC Frri,/B Union 6rirrd off year $
<br />yk >� 1111 " X /4e" Xj 10,7 e SGreG/7 /%J �l7/aGC of
<br />4 X 4 Guttsr
<br />Main WNM I Pull,
<br />brGaKer 54119,'
<br />Sta 6r Ce far
<br />r--C,9n V. Outlst
<br />SERVICE ENTRANCE CONTROL PANEL
<br />t each end
<br />Pa' Shing/e5
<br />,r '/Z " ,O/ywood
<br />r 4 • Rafters E3' 24"O. G.
<br />face
<br />mp cX Sord�id co%
<br />rvcst GO/d 5ta/n
<br />Cr FaG/4 q' door,
<br />m /V O/yy/17ppic 519/{d
<br />'err �GDCda 5to/n
<br />vents of base
<br />Gone . G/aOl-
<br />with
<br />x a x /o x /o W ova
<br />- 4 4 Gant Rebar
<br />N, 7.-
<br />. a �
<br />'� IIytee/ 5add/es
<br />,orovrited by Tank I
<br />,5'upo/jar
<br />3/B" Boff/e P/otBs II
<br />/ve%Gd to tank 7
<br />f.Jase U
<br />r
<br />I
<br />.4 ,AGP �4
<br />PARCEL '0800
<br />2"X 4" a,0416/C Plate
<br />2"X 4" 1611ud5 LA /Gy a, C.
<br />Reverse haar4 j boti`en
<br />,O/ywDOA'
<br />l4/ao4l or Go177,00. skiing/CS
<br />aver //2 // ,a/ysvooq'
<br />Door
<br />.4:
<br />2'i pressure Re/ief ver/ve extended
<br />2' be/aw law wafer /eve/ - Pi' a -"
<br />p/BGharyG la /Z "t Ohak�e aa'G .
<br />a 24;uff )oV/
<br />ea .� Mer —
<br />End I$,
<br />abova grade
<br />X /5" Std,
<br />MonhO/c
<br />h
<br />o /o" Gate tra/ve
<br />Air Re/ief
<br />Tank
<br />Cu. Ft Pea brave/
<br />AIR VENT DISCHARGE
<br />No 56a/e
<br />TE PLAN NOTES
<br />/ 1
<br />O8"
<br />D.LGB^ 4" air gap (min) between purge 4 D.i.C.B.
<br />NO.
<br />OAll
<br />pipe to be 10" Sch. 40 Steel
<br />BY
<br />O10"
<br />Water Meter
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />221 W. OAK ST., LODI, CALIF. 95240 PH. 209-368.8098
<br />®Laval
<br />IS21620 Sand Separator (see Specs.) with 10" Gate Valves (vertical) on inlet &
<br />_
<br />SHEET OF
<br />/
<br />outlet (not shown). Locate automatic purge control in building. Support for Sand
<br />�C,,,s(2 h/a// S, Q
<br />7'P
<br />Separator and all other piping & fittings shall be per manufacturers recommendations
<br />and/or the responsibility of the Contractor. Pressure tank and saddle design shall
<br />JOB N0. $023
<br />be submitted to Engineer who will design footing at 1500 psf allowable soil pressure.
<br />O10"
<br />A.C.P. & Adaptor by water line Contractor
<br />FILE
<br />No.
<br />©Drop
<br />Inlet Catch Basin & Sand Trap See Detail. Construction of 36" Sand Trap by
<br />underground Contractor. Remainder will be by well Contractor.
<br />O2
<br />- 8' Sliding-type, chain link Gates with Lock
<br />R.C.E. /96.38 DATE
<br />®
<br />10" Gate Valve (flange type)
<br />OExtend
<br />10" S.D. upon the development of storm drainage System for'WOODBRIDGE GREENS"
<br />10.
<br />Well Contractor is responsible for all site work shown on these plans except as noted
<br />elsewhere or below.
<br />Exception:
<br />1.) Earthwork & Paving
<br />2.) Fencing & Gates
<br />3.) 10" Storm Drain
<br />11.
<br />Well Contractor is responsible for coordination with P.G. & E.
<br />1'.
<br />Pressure Tank: 10,000 gal., 150 psi (7' x 32'+) conforming to A.S.M.E. Code Section
<br />8, paint outside tank and piping 2 coats alum. paint (Interol #5504) over 1 coat
<br />primer (Interol #626). Sandblast inside tank and paint 2 coats alum. paint (Interol
<br />#5504) over 1 coat primer (Interol #626).
<br />1',.
<br />Flowmeter- "Sparling", Gate Valve - Crane #461 or equal Check Valve: Crane or equal,
<br />silent check valve: Apco #606, Glass Water Gauge: Crane #610 5/8" x 36". Pressure
<br />- 4'1, X 6 "
<br />Relief Valve: Bailey #118 - 2". Pressure Gauge: March Co. 6" dial -pressed steel
<br />.leader
<br />case (install w/val've between Gauge and Tank). Vacuum Relief Valve: Apco.
<br />- //75,'41// l0et47/ 00pr
<br />Air Pressure Switch: Sq. "D"- Class 9013 Type "AI' in weatherproof enclosure. All
<br />,With 7'/Xed,e47 h/n9e5
<br />6", 8" and 10" connections to have flange fittings.
<br />�rheav duty rase
<br />14.
<br />The well driller shall keep a complete set of drilling and development records and
<br />dootr.throug/i
<br />obtain all permits required for the well. The well driller shall provide the San Joaquin
<br />County Department of Public Works a complete set of records.
<br />2"x4" rd`Y4'.
<br />15.
<br />The well shall be tested and constructed to San Joaquin County local Health District
<br />il/ud 5i// w/
<br />standards.
<br />%I/ x /o" fdr7.
<br />15. '
<br />Size of pumps and depth of wells to be determined after completion of pumping tests.
<br />eo/10 0 4'a.G.
<br />17.
<br />Well Contractor shall provide County with electrical diagram and manufacturers speci-
<br />fications and data on all pumps and equipment provided.
<br />18.
<br />Pump Houses shall conform to the Uniform Building Code -latest revision.
<br />ELECTRICAL NOTES (See Parcel "A")
<br />/ 1
<br />PUMP HOUSE DETAILS
<br />NTS
<br />NO.
<br />DATE
<br />REVISIONS
<br />BY
<br />DESIGN 7P DRAW BY •
<br />APPROVED
<br />19 sJ <- 19 1,;1
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />221 W. OAK ST., LODI, CALIF. 95240 PH. 209-368.8098
<br />WOOD BRIDGE VILLAGE
<br />SUBDIVISION IMPROVEMENTS
<br />1, 00
<br />PARCEL S
<br />WELL SITE
<br />_
<br />SHEET OF
<br />/
<br />�C,,,s(2 h/a// S, Q
<br />7'P
<br />JOB N0. $023
<br />�-//-8/
<br />FILE
<br />No.
<br />R.C.E. /96.38 DATE
<br />SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />:D ON DIEPO NO. 1000H CLEARPRIN7
<br />
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