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<br />1
<br />56 a/e r /I/ = /o
<br />SITE PLAN
<br />4um
<br />�„ � f 1"6-1 ar-
<br />MGK fill yraund strucrare
<br />7// .he 4 117117117um 01'
<br />% R. C.
<br />0 6 /es ca verin9 /B " d�a/neter
<br />2' deep .
<br />—PROP INLET CATCH BASIN,
<br />& $AND 'TRAP
<br />MDupt Or�.. -Ut-• �.: ilei! G.�`OGe/71' iD � : . //
<br />/mac/vie T/in•• O�'/oy ,ydjua>c6/e tD 5 �1ii'u/B5.
<br />(A,0co )
<br />51/cntcheGk 1147/ve
<br />/'e1" CoGK
<br />�re�SurG raw>ch 3/44/ Ganduit to Gor/tro/
<br />Pp 17 e/
<br />rA55 Gauge Cock
<br />slaw �ete� 5ch414 Sree/
<br />— iYlue�co �1pd'e/ 55G. ar�dd/e
<br />defer gradu,v>ed /n G. P,0
<br />Ca/O
<br />Tc e
<br />7� t
<br />5 ample COCK
<br />4
<br />tra�dS of
<br />bed wire or
<br />apP �p �eA' by
<br />k_1 1, V 4��, Z ,
<br />Sheet 8
<br />Pump Horse Petoif
<br />/1 prTh W1711 Of glal?
<br />Re/iet/ Yacriarn
<br />P✓recr/cer !/a/Ye .
<br />al
<br />L
<br />l i 2 % 5our��iny Tube
<br />E/�ratl^�r• �7. �O
<br />6x CoX/Ox/OAfVF
<br />Cone. F/Dar' ymov>`h Edge �q'd.
<br />Native— 4lar'/.
<br />+�
<br />go--
<br />>Al0 DATE REVISIONS — -- Y jPPROVE
<br />DE51CPN -- -- D14AW!x HY
<br />.r 9-2�-BQ �ddGa' G/ar/nAfor` �S 19
<br />pESiGNED-
<br />10
<br />T 'r
<br />RCE �,,_ _ DaTE _._. SAN JOAiQtJIM COUNTY DIRECTOR OF PUBLIC WORKS
<br />/O,o d4aj e de,'eom 41
<br />•
<br />R' -65501-2e- 5 syi fc h �---
<br />20'49 C0177'r0/ P0r7e/. Lacale /�7 6ui/�1ir�9.
<br />• �ra�9 Gauge Gack - . - - `
<br />C7 lag!5T
<br />• 5�8 " o/ayfiG ilioter Gauge --- -- - - .
<br />.6 L. w. 4. on funk 641 1n4e
<br />4" !/ucuurr7 Brears'--
<br />va/ve W10e,-ee17
<br />g ua rd So >
<br />• 5amlole Cock — SC,varotOr
<br />• OrCse/er Coup/i.'9 (.vot s/Ivrvr�J
<br />• /2axiOy Raducar 1
<br />/O"
<br />Turb��C
<br />D�scfiQrge � —
<br />547,97k
<br />c
<br />to
<br />oSHA Guards oa
<br />. � � Z fs..�►s�� s%=��. ' otic
<br />100le Derr
<br />k�
<br />�
<br />i
<br />A/�' v tet. ,Cx 1no' 3/.¢'/
<br />P110C 1001 ws4rW/' /eve/
<br />Ex 109/7,01' Ozschveyyt ///nc 00
<br />/e "t oDpvG
<br />r`seG / 11407r .�/schorge
<br />G6fai/)
<br />/4" /0/r7. D/q. 6fle// Cas/"meg /o f/cAi'>h D/51" ?forr,�.� y5
<br />m. o �� ,oma. Ir
<br />Z ` P 5 We /Q'c d 1"v /i7r7e r Cps/17- 2 " Ga/. Te e
<br />Gaykct - Type Unionoff 4e41 of
<br />/8 "X /4" �rai7ze SGrceri /i�,o/aGe of
<br />� 1
<br />,r
<br />914° �IeoW-,�
<br />rnrapaed .s ^' A.GP.
<br />u
<br />-- Z" Pre55ure ,4'e/ief !/Q/vim eXtel7,1,-el
<br />' oe/ow /ow 141a7--,` /e vei
<br />i
<br />,4// Ppl7e/5 5hA// .6e /ALGe/ei' `111h 3/4 y /e/lers_
<br />! 4 " ¢ utttr
<br />MG7cc� WNM� Pu,,
<br />BrGa[C� i 56cf
<br />Comb �vad
<br />Stade CanRlr
<br />e, 1
<br />f
<br />SERVICE ENTRANCE CONTROL PANEL
<br />NOTE ,vro vide 5oc�d/e5
<br />----� at B' CIO 'A"4X . There 5ho// be Orge
<br />Support of 5/rr7//ar car�yt/ ucfiori
<br />under c%c�k va/Ve5.2
<br />X 3" 5fee/
<br />✓✓14,47 , .6,017 tD � — �
<br />�!'q
<br />///E// DiO.
<br />Ga/v /ranPi,ae 1 !
<br />1'0MVf 17
<br />F/O/741e
<br />%2 " Dia. Anchor - min. Grade
<br />�o/r✓
<br />PIPE SUPPORT
<br />- --
<br />DETAIL
<br />No sGi�
<br />ELECTRICAL NOTE:
<br />1. All electrical work and equipment shall conform with Title 24, Part 3 of the
<br />California Administrative ;nde, the National Electrical Code, OSHA Electrical
<br />requirements and local co,�r ty and utility requirements (8kj,. r -. ,:� r• hired,
<br />2. Circuit breaker for convenience outlet circuit shall be Quicklag ground fault type.
<br />3. All equipment shall be grounded with ground conductor in the conduit runs. All
<br />grounds shall be interconnected.
<br />4. All conduit shall be Sch. 40 P.V.C. - Minimum size 3/4".
<br />5. Conductors shall be copper with THW insulation. Wire No. 10 and smaller shall be
<br />solid conductor. No. 3 and larger shall be stranded. All control wire shall be
<br />stranded. Minimum wire size shall he No 12 in the light and Mower systems and
<br />No. 14 for control. Grounding conductors. shall be insulated.
<br />6. A standard pump panel shall he installed and the wiring connecting the panel to
<br />the source of power shall i,Jpet local ordinances.
<br />BALIMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />323 W. ELM ST. LODI, CALIF. 55^40 PH 203-368-66!8
<br />PARCEL "B"
<br />ELEVATION
<br />A/ferriofe eX feria✓ da117t ti Rugt - o -/,014177
<br /># 9G4 Grime✓ /f' .470 s!/a/r1r7u1;�7 1!'111/1"
<br />E„
<br />ab�.,a Croda
<br />r
<br />Man ho% 5c ren nc
<br />Dept
<br />` � _72
<br />- .d 'ae /Cf
<br />AIR VENT DISCHARGE
<br />SITE PLAN NOTES
<br />OAll pit. to hP 10 4ri steel
<br />Q10" Wal%r Meter
<br />(!i) isreb5 10a'e/ KR 04/10 - 54/3 wa>Br DeSonger - ry/tri c/ou,b/e ✓alVe 177pn00/ pc�rye.
<br />0" A.C.P. b Adaptor by water line Corttractgr
<br />©Drop Inlet Catch Basin � Sand Trap `.ee Detail Construction of 36" Sand Trap by
<br />underground Contractor. Remainder will he by r,Pl' Contractor.
<br />O/E' Sliding-type, chain link rates with frock
<br />n 10" Gate Va' ve flange type)
<br />V !i
<br />Gas flask in storage box -See Spec.'s
<br />WeII Contractor is responsihIe for ell site wor4 shown on these plans except as noted
<br />elsewhere or below.
<br />Exception
<br />1.) Earthwork & Paving
<br />Fenc i ng h Ga tes
<br />}. Storm Drain
<br />11 Well Contractor is responsible for coordination with P.G. 3 L.
<br />72. Pressure tank: 10,000 gal., 150 psi (7' x 32'+) conforming to A.S.M.E. Code Section
<br />8, paint outsido tank and piping 2 coats alum. paint (lnterol 05504) over 1 coat
<br />primer ,Interol 0626), Sandblast inside tank and paint 2 coats alum. paint (Interol
<br />155N) over 1 coat primer (Interol 0626).
<br />131' Gate Valve - Cran! #461 or equal Check Valve: Crane or equal,
<br />silent check Valve: ApCo ,o//: *iG Water Gauge* Crane 0610 5/8" x 36". Pressure
<br />Relief Valve: Bailey 1118 - 2". Pressure Gauge: March Co. 6' dial -pressed steel
<br />case (install w/valve between Gauge and Tank). Vacuum Relief Valve: Apco.
<br />Air Pressure Switch: Sq. "D" - Class 9013lype "A" in weatherproof enclosure. All
<br />6", 8' and 10" connections to have flange fittings.
<br />14. The well driller shall keep a complete set of drilling and Bevel optient records and
<br />Obtain all permits required for the well. The Kell driller shall provide the San Joaquin
<br />County Department of Public Works a coaWlete set of records.
<br />16, The well shall be tested and constructed to San Joaquin County local Health District
<br />standards. r/t/G '102N ana/y5/.t
<br />16. Size of pumps and depth of wells to be determined after completion of pumping tests.
<br />17. Well Cc,ntractor shall provide County with electrical diagram and manufacturers speci-
<br />fications and data on all pumps and equipment provided.
<br />18. Pump horses shall conform to the Uniform Building Code, latest revision,
<br />WOOD BRM DGE GREENS
<br />SURDIV1S1104 IMPROVEMENTS
<br />VINiT NO I
<br />WELL SITE
<br />ZL .4, X -7'--
<br /># @ 9' G/G
<br />each pvay
<br />r)
<br />,4// Ppl7e/5 5hA// .6e /ALGe/ei' `111h 3/4 y /e/lers_
<br />! 4 " ¢ utttr
<br />MG7cc� WNM� Pu,,
<br />BrGa[C� i 56cf
<br />Comb �vad
<br />Stade CanRlr
<br />e, 1
<br />f
<br />SERVICE ENTRANCE CONTROL PANEL
<br />NOTE ,vro vide 5oc�d/e5
<br />----� at B' CIO 'A"4X . There 5ho// be Orge
<br />Support of 5/rr7//ar car�yt/ ucfiori
<br />under c%c�k va/Ve5.2
<br />X 3" 5fee/
<br />✓✓14,47 , .6,017 tD � — �
<br />�!'q
<br />///E// DiO.
<br />Ga/v /ranPi,ae 1 !
<br />1'0MVf 17
<br />F/O/741e
<br />%2 " Dia. Anchor - min. Grade
<br />�o/r✓
<br />PIPE SUPPORT
<br />- --
<br />DETAIL
<br />No sGi�
<br />ELECTRICAL NOTE:
<br />1. All electrical work and equipment shall conform with Title 24, Part 3 of the
<br />California Administrative ;nde, the National Electrical Code, OSHA Electrical
<br />requirements and local co,�r ty and utility requirements (8kj,. r -. ,:� r• hired,
<br />2. Circuit breaker for convenience outlet circuit shall be Quicklag ground fault type.
<br />3. All equipment shall be grounded with ground conductor in the conduit runs. All
<br />grounds shall be interconnected.
<br />4. All conduit shall be Sch. 40 P.V.C. - Minimum size 3/4".
<br />5. Conductors shall be copper with THW insulation. Wire No. 10 and smaller shall be
<br />solid conductor. No. 3 and larger shall be stranded. All control wire shall be
<br />stranded. Minimum wire size shall he No 12 in the light and Mower systems and
<br />No. 14 for control. Grounding conductors. shall be insulated.
<br />6. A standard pump panel shall he installed and the wiring connecting the panel to
<br />the source of power shall i,Jpet local ordinances.
<br />BALIMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />323 W. ELM ST. LODI, CALIF. 55^40 PH 203-368-66!8
<br />PARCEL "B"
<br />ELEVATION
<br />A/ferriofe eX feria✓ da117t ti Rugt - o -/,014177
<br /># 9G4 Grime✓ /f' .470 s!/a/r1r7u1;�7 1!'111/1"
<br />E„
<br />ab�.,a Croda
<br />r
<br />Man ho% 5c ren nc
<br />Dept
<br />` � _72
<br />- .d 'ae /Cf
<br />AIR VENT DISCHARGE
<br />SITE PLAN NOTES
<br />OAll pit. to hP 10 4ri steel
<br />Q10" Wal%r Meter
<br />(!i) isreb5 10a'e/ KR 04/10 - 54/3 wa>Br DeSonger - ry/tri c/ou,b/e ✓alVe 177pn00/ pc�rye.
<br />0" A.C.P. b Adaptor by water line Corttractgr
<br />©Drop Inlet Catch Basin � Sand Trap `.ee Detail Construction of 36" Sand Trap by
<br />underground Contractor. Remainder will he by r,Pl' Contractor.
<br />O/E' Sliding-type, chain link rates with frock
<br />n 10" Gate Va' ve flange type)
<br />V !i
<br />Gas flask in storage box -See Spec.'s
<br />WeII Contractor is responsihIe for ell site wor4 shown on these plans except as noted
<br />elsewhere or below.
<br />Exception
<br />1.) Earthwork & Paving
<br />Fenc i ng h Ga tes
<br />}. Storm Drain
<br />11 Well Contractor is responsible for coordination with P.G. 3 L.
<br />72. Pressure tank: 10,000 gal., 150 psi (7' x 32'+) conforming to A.S.M.E. Code Section
<br />8, paint outsido tank and piping 2 coats alum. paint (lnterol 05504) over 1 coat
<br />primer ,Interol 0626), Sandblast inside tank and paint 2 coats alum. paint (Interol
<br />155N) over 1 coat primer (Interol 0626).
<br />131' Gate Valve - Cran! #461 or equal Check Valve: Crane or equal,
<br />silent check Valve: ApCo ,o//: *iG Water Gauge* Crane 0610 5/8" x 36". Pressure
<br />Relief Valve: Bailey 1118 - 2". Pressure Gauge: March Co. 6' dial -pressed steel
<br />case (install w/valve between Gauge and Tank). Vacuum Relief Valve: Apco.
<br />Air Pressure Switch: Sq. "D" - Class 9013lype "A" in weatherproof enclosure. All
<br />6", 8' and 10" connections to have flange fittings.
<br />14. The well driller shall keep a complete set of drilling and Bevel optient records and
<br />Obtain all permits required for the well. The Kell driller shall provide the San Joaquin
<br />County Department of Public Works a coaWlete set of records.
<br />16, The well shall be tested and constructed to San Joaquin County local Health District
<br />standards. r/t/G '102N ana/y5/.t
<br />16. Size of pumps and depth of wells to be determined after completion of pumping tests.
<br />17. Well Cc,ntractor shall provide County with electrical diagram and manufacturers speci-
<br />fications and data on all pumps and equipment provided.
<br />18. Pump horses shall conform to the Uniform Building Code, latest revision,
<br />WOOD BRM DGE GREENS
<br />SURDIV1S1104 IMPROVEMENTS
<br />VINiT NO I
<br />WELL SITE
<br />
|