|
//a tee : � -, --jCdnsY' Te/npOrciry r
<br />fyPc b/owol For fy+furc
<br />dei•+e%!antra r<)
<br />Rotary Air !rant
<br />I l
<br />D
<br />1 NO. I DATE
<br />From goad Giea4rntar
<br />�m
<br />5/0
<br />oica
<br />WELL S/rE 0'RAD/!VG
<br />KLAN
<br />N T 9,
<br />�—
<br />/I Aall /0,0 4,= FeRG�
<br />gh> No �%e. dee ge10�/
<br />U
<br />o e�oN
<br />a h,
<br />o� Q4vye�
<br />a x'i1 iV\ •�
<br />L
<br />ti
<br />J/ rFufr./re R/w
<br />yea G 's fv'
<br />914 '/ eye bo/t 11hru 4 X /2 r,
<br />/i/ front -e4' end In/gs,
<br />X 4 J0/8/:
<br />"oAen w/P/ummCrS TApC
<br />4 x /Z X G' R%d9e 'Oeam
<br />3- Bd ud, e«d
<br />ROOF LIFTING N75
<br />TRUSS DETAILS
<br />Cvo
<br />6. /• ven> & each bAb/B ead
<br />OYG d /Z a ply' ;00d ng/e5
<br />2'x 4"R4ftCr5 � 24 N O.G
<br />�0 �Y¢ 4Ar� GB//%ng
<br />2"'!x5 FOCI&
<br />2" X4- DOuG/G
<br />I I I
<br />PRINTED ON DIEPO NO. IOODH CLEARPRINT
<br />REVISIONS
<br />9l-0'
<br />117st4li d4 hle /ou-
<br />t�red /lf�fo%Doors/2I K/
<br />ixea'
<br />$ hewvy d%V' /AoAallAd
<br />fhrouyh de or
<br />2'x4N rdsv4- .yud sill—�
<br />O C.
<br />—/0 6. /. !lents 40` base
<br />�— # 4 Rebar 9" C.C. both
<br />wayo
<br />2 ^ # 4 Cant- rebOr
<br />G/4" aAa CaWa-
<br />PUMP DOUSE DETAILS Nrs
<br />BY DESIGN GG-H'F DRAWN BY .//%% ••rrnv. c,✓
<br />APPROVED BY
<br />R.C.E. /Z6 BS DATEK! /r18/ SA JOAQ
<br />• S/8'� P/GrSf/G {� /AtCr G4 9G G/455
<br />�i'-Oa S/CrJG/% h;lt!'L. �,C•it!,L.O/7
<br />fonK behind Gvugc. .�/AGc C.
<br />Gu4rd On G/A59 _
<br />• /O"'S%lent ChaGk !/4/vG
<br />• 4a 1/4000m BreOXGr Y4/YG
<br />W/ SGrGBn 9uord
<br />• .J4/YI�t9/G GOGk
<br />• OrGSe/er Goup/iny
<br />• 54nd —
<br />• !/GrtiGA/ Turbine ,Pump iep4ratvr
<br />Oi5Gh4rgG //G4A'gimi/or - 64te valve
<br />fb thOf ghost�r/ l/gfVG
<br />• C45inq !/ of -- - • /O'!iY/uesco"
<br />(3'mlrT 40Gve sold/a ,�Yo,v
<br />e/absMeisr-Mooa/
<br />wif/r uer,/!ao
<br />0004,4
<br />Tube.
<br />5oundrnq Tyb• L r
<br />f Lock I
<br />�Pressu.-e .5wi/cf� 9cso9e
<br />� f/r»e de/ay sw. fc�i
<br />% be insfo//ed in /4u�"/o
<br />house• Tun
<br />e Dc%y s:ufc/i
<br />Tho 6e odj[;s�ab/c•
<br />!-Boflon.
<br />/ - �u.•s�o ha.�se. II
<br />I � • 6r455 Gouge �K II
<br />II
<br />i II
<br />F-1
<br />fa be yraurd ,�, ,=�• 3 m 5A/np/e
<br />to asmooth .. , :4•:• 1 GoGK
<br />/4",tiiii Dia.lYe//�casii�y tob'e4/th
<br />Dist Suds. Puar,O to u'e/Iver q 4a Gote
<br />E/bow-
<br />300 7/,osi
<br />l-i/e// shall be nrovs/�ackec✓
<br />Cosf /0'19r7 R%17g
<br />6rafG
<br />c- equ(2/ EWWF
<br />gg PV(?-
<br />'C'
<br />G'C'
<br />comp, Rauf
<br />R4fte/�
<br />A lrT� i i
<br />Air J-1e/7t - OX tend 3/4 " p%Pe f0 /4sv water MAW, Extend OigGha/go
<br />///10 /tat' Abo✓e g/AA'G • <5ee 1411 piSGhorye OCfA//J
<br />Z a 1o1-e95u/?i RB/%ei, A.AalAe CXtBnA'Bd Q" dejew /DAY Ar47zCr
<br />/CVG/ - .%ne 2" discharge a /Z"t 'Wheve grQdc,
<br />// *X 15r 5fd. "Mon%Jo/G
<br />II
<br />II Nofe , 7a-,, F -.Dodd/cs Ao
<br />II /i"n Gd wr//i r"66ar
<br />;Hers (or te�4ro/f
<br />it
<br />U
<br />n r—I
<br />PARCEL ofA'a
<br />ELEVATION
<br />If
<br />Nrs
<br />-ILI
<br />--^�.-.
<br />to 00 % R.G.
<br />I I I
<br />PRINTED ON DIEPO NO. IOODH CLEARPRINT
<br />REVISIONS
<br />9l-0'
<br />117st4li d4 hle /ou-
<br />t�red /lf�fo%Doors/2I K/
<br />ixea'
<br />$ hewvy d%V' /AoAallAd
<br />fhrouyh de or
<br />2'x4N rdsv4- .yud sill—�
<br />O C.
<br />—/0 6. /. !lents 40` base
<br />�— # 4 Rebar 9" C.C. both
<br />wayo
<br />2 ^ # 4 Cant- rebOr
<br />G/4" aAa CaWa-
<br />PUMP DOUSE DETAILS Nrs
<br />BY DESIGN GG-H'F DRAWN BY .//%% ••rrnv. c,✓
<br />APPROVED BY
<br />R.C.E. /Z6 BS DATEK! /r18/ SA JOAQ
<br />• S/8'� P/GrSf/G {� /AtCr G4 9G G/455
<br />�i'-Oa S/CrJG/% h;lt!'L. �,C•it!,L.O/7
<br />fonK behind Gvugc. .�/AGc C.
<br />Gu4rd On G/A59 _
<br />• /O"'S%lent ChaGk !/4/vG
<br />• 4a 1/4000m BreOXGr Y4/YG
<br />W/ SGrGBn 9uord
<br />• .J4/YI�t9/G GOGk
<br />• OrGSe/er Goup/iny
<br />• 54nd —
<br />• !/GrtiGA/ Turbine ,Pump iep4ratvr
<br />Oi5Gh4rgG //G4A'gimi/or - 64te valve
<br />fb thOf ghost�r/ l/gfVG
<br />• C45inq !/ of -- - • /O'!iY/uesco"
<br />(3'mlrT 40Gve sold/a ,�Yo,v
<br />e/absMeisr-Mooa/
<br />wif/r uer,/!ao
<br />0004,4
<br />Tube.
<br />5oundrnq Tyb• L r
<br />f Lock I
<br />�Pressu.-e .5wi/cf� 9cso9e
<br />� f/r»e de/ay sw. fc�i
<br />% be insfo//ed in /4u�"/o
<br />house• Tun
<br />e Dc%y s:ufc/i
<br />Tho 6e odj[;s�ab/c•
<br />!-Boflon.
<br />/ - �u.•s�o ha.�se. II
<br />I � • 6r455 Gouge �K II
<br />II
<br />i II
<br />F-1
<br />fa be yraurd ,�, ,=�• 3 m 5A/np/e
<br />to asmooth .. , :4•:• 1 GoGK
<br />/4",tiiii Dia.lYe//�casii�y tob'e4/th
<br />Dist Suds. Puar,O to u'e/Iver q 4a Gote
<br />E/bow-
<br />300 7/,osi
<br />l-i/e// shall be nrovs/�ackec✓
<br />Cosf /0'19r7 R%17g
<br />6rafG
<br />c- equ(2/ EWWF
<br />gg PV(?-
<br />'C'
<br />G'C'
<br />comp, Rauf
<br />R4fte/�
<br />A lrT� i i
<br />Air J-1e/7t - OX tend 3/4 " p%Pe f0 /4sv water MAW, Extend OigGha/go
<br />///10 /tat' Abo✓e g/AA'G • <5ee 1411 piSGhorye OCfA//J
<br />Z a 1o1-e95u/?i RB/%ei, A.AalAe CXtBnA'Bd Q" dejew /DAY Ar47zCr
<br />/CVG/ - .%ne 2" discharge a /Z"t 'Wheve grQdc,
<br />// *X 15r 5fd. "Mon%Jo/G
<br />II
<br />II Nofe , 7a-,, F -.Dodd/cs Ao
<br />II /i"n Gd wr//i r"66ar
<br />;Hers (or te�4ro/f
<br />it
<br />U
<br />n r—I
<br />PARCEL ofA'a
<br />ELEVATION
<br />COMBINATION D.I.C8.
<br />SAND TRAP & YARD DRAIN Nrg
<br />Wahl WNM
<br />3reakgr I
<br />'GOYC•r CX}Cria/- /y/O/4/n!�//G
<br />9d//d� Go//or rYOr'YC3!'' 611 A'
<br />3t41n
<br />Cove1-,f4eiu tl der frim
<br />w/ ho/id Go%r coGo4
<br />�aome/.
<br />_Odors fo 6e �ro✓ided
<br />�u;fh o hasp for /act-inq.
<br />To R6/,e
<br />ourier
<br />4 x 4 Gutter
<br />Gamb. �a44
<br />5tart6r Cer1J,!sr
<br />Conv.Oat/Et
<br />SERVICE ENTRANCENni CONTROL PANELNrs
<br />1981 BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />LIC WORKS 221 W. OAK ST., LODI, CALIF. 95240 PH. 209-368-8098
<br />a
<br />a
<br />/o'! G4te t�4/✓G
<br />To 5ubu: ;i94/,"7
<br />Arso �t�.vesrr
<br />/i%r RB/ief
<br />2",?v.c.
<br />� ¢ "RY•G
<br />Z
<br />AIR VENT DISCHARGE Nrs
<br />SITE PLAN NOTES
<br />;- T-ATT�t�e `to -Tie T0"1"-. 0 -Steffi: untrst noted otherwise
<br />2. Laval i� E-6, Sand Separator Cut Speci,I With 10" Gate Valves,(vertical) on inlet and outlet (not shown).
<br />Locate automatic purge control in building. Support for Sand Separator and all other piping 6 fittings
<br />shall be per Manufacturers recommendations and/or the responsibility of the Contractor. Pressure tank
<br />and saddle design shall be submitted to Engineer who will design footing at 1500 psf allowable soil pressure.
<br />3. Drop Inlet Catch Basin 8 Sand Trap. See Detail. Construction of 36" Sand Trap by underground Contractor.
<br />4. Well Contractor is responsible for coordination with P. G. 6 E.
<br />S. Pressure Tank: 10,000 gal., 150 psi (71 x 32' +) conforming to A.S.M.E. Code Section 8, -paint outside tank
<br />w d'c 1 #aint (Interol /5504) over l coat primer (Interol 8626). Inside to be coated
<br />6. Flowmeter - OWm Osco °, Sate Val ve - Crane 8461 or equal. Check Val ve; Crane or equal ; Si l ent check val ve :
<br />Apco #606; Plastic Water Gauge: Crane 8610 5/8" x 36". Pressure Relief Valve: Bailey 8118 - 2". Pressure
<br />Gauge: March Co. 6" dial -pressed steel case (install w/valve between Gauge and Tank). Vacuum Relief Valve:
<br />Apco. Air Pressure Switch: Sq. "D"- Class 901 3Type "A" in weatherproof enclosure. All 8" and 10" con-
<br />nections to have flange fittings. -flowmeter to register in gailona_ -
<br />7. The well driller shall keep a complete set of drilling and development records and obtain all permits
<br />required for the well. The well driller shall provide the San Joaquin County Department of Public Works a
<br />complete set of records.
<br />8. The well shall be tested and constructed to San Joaquin County Local Health District standards.
<br />9.
<br />10. Well Contractor shall provide County with electrical diagram and manufacturers specifications and data on
<br />all pumps and equipment provided.
<br />11. PUMP Houses shall conform .to the Uniform Building Code, latest revision
<br />12. A standby natural gas motor and power generator sized to well pump shall be installed to the exact recommen-
<br />dations of the manufacturer. The motor shall run the generator at the design RPM. The motor shall be
<br />equipped with a battery for manual starting in the event of paver failure. The motor and generator shall
<br />be mounted on a emit skid anchored to the floor. The motor exhaust shall be muffled and exit the building
<br />through an approved asbestos sleeve and flashing. The building shall be supplied with a 110 volt battery
<br />charter.
<br />he automatic engine controls shall be such that in the event of a power failure, power sens-
<br />ng relays and pressure control switch will provide power to the pump. Automatic controls
<br />hail be approved by San Joaquin County Department of Public Works.
<br />ELECTRICAL NOTES
<br />1. All electrical work and equipment shall conform with Title 24, Part 3 of the California Administrative
<br />Code, the National Electrical Code, OSHA Electrical requirements and local county and utility requirements.
<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 grounds shall be interconnected.
<br />4. All conduit shall be Sch. 40 PVC - Minimum size 3/4".
<br />5. Conductors shall be copper with THW insulation. Wire No. 10 and smaller shall be solid conductor. No. 8
<br />and larger shall be stranded. All control wire shall be stranded. Minimum wire size shall be No. 12 in
<br />the light and power systems and No. 14 for control. Grounding conductors shall be insulated.
<br />6. A standard pump panel shall be installed and the wiring connecting the panel to the source of power shall
<br />meet local ordinancesProvide adjustable timer for pumps.
<br />WELL SITE DETAILS
<br />PARCEL "A"
<br />RIVER MEADOWS
<br />SUBDIVISION IMPROVEMENTS
<br />UNIT NO_ I
<br />SHEET 10. OF 12
<br />JOB NO. 104/09
<br />FILE
<br />NO.
<br />PLAN
<br />Nrs
<br />�•,•......•,••
<br />2411 6110faZ„ •.�%tiThlS�orfia/7 fa 06
<br />•••
<br />6»
<br />'
<br />5fraight6rnde ••• 3"
<br />• ofmSY-/'Gm:�yGO/74/rUGf%OI7
<br />• 2"Min.
<br />•,
<br />/" Street
<br />F
<br />•�
<br />!/2r! GhOinfer
<br />6
<br />f
<br />2° •'
<br />.6
<br />IL
<br />... .
<br />..I ..+
<br />+'
<br />JI
<br />•;
<br />Yord ,Ora/n
<br />C
<br />SECTION A - A errs
<br />o :
<br />II
<br />Gobb/e5 GovBrin /G'/ D%4.
<br />/B"D%a X P' Dee
<br />I
<br />n.
<br />•
<br />COMBINATION D.I.C8.
<br />SAND TRAP & YARD DRAIN Nrg
<br />Wahl WNM
<br />3reakgr I
<br />'GOYC•r CX}Cria/- /y/O/4/n!�//G
<br />9d//d� Go//or rYOr'YC3!'' 611 A'
<br />3t41n
<br />Cove1-,f4eiu tl der frim
<br />w/ ho/id Go%r coGo4
<br />�aome/.
<br />_Odors fo 6e �ro✓ided
<br />�u;fh o hasp for /act-inq.
<br />To R6/,e
<br />ourier
<br />4 x 4 Gutter
<br />Gamb. �a44
<br />5tart6r Cer1J,!sr
<br />Conv.Oat/Et
<br />SERVICE ENTRANCENni CONTROL PANELNrs
<br />1981 BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />LIC WORKS 221 W. OAK ST., LODI, CALIF. 95240 PH. 209-368-8098
<br />a
<br />a
<br />/o'! G4te t�4/✓G
<br />To 5ubu: ;i94/,"7
<br />Arso �t�.vesrr
<br />/i%r RB/ief
<br />2",?v.c.
<br />� ¢ "RY•G
<br />Z
<br />AIR VENT DISCHARGE Nrs
<br />SITE PLAN NOTES
<br />;- T-ATT�t�e `to -Tie T0"1"-. 0 -Steffi: untrst noted otherwise
<br />2. Laval i� E-6, Sand Separator Cut Speci,I With 10" Gate Valves,(vertical) on inlet and outlet (not shown).
<br />Locate automatic purge control in building. Support for Sand Separator and all other piping 6 fittings
<br />shall be per Manufacturers recommendations and/or the responsibility of the Contractor. Pressure tank
<br />and saddle design shall be submitted to Engineer who will design footing at 1500 psf allowable soil pressure.
<br />3. Drop Inlet Catch Basin 8 Sand Trap. See Detail. Construction of 36" Sand Trap by underground Contractor.
<br />4. Well Contractor is responsible for coordination with P. G. 6 E.
<br />S. Pressure Tank: 10,000 gal., 150 psi (71 x 32' +) conforming to A.S.M.E. Code Section 8, -paint outside tank
<br />w d'c 1 #aint (Interol /5504) over l coat primer (Interol 8626). Inside to be coated
<br />6. Flowmeter - OWm Osco °, Sate Val ve - Crane 8461 or equal. Check Val ve; Crane or equal ; Si l ent check val ve :
<br />Apco #606; Plastic Water Gauge: Crane 8610 5/8" x 36". Pressure Relief Valve: Bailey 8118 - 2". Pressure
<br />Gauge: March Co. 6" dial -pressed steel case (install w/valve between Gauge and Tank). Vacuum Relief Valve:
<br />Apco. Air Pressure Switch: Sq. "D"- Class 901 3Type "A" in weatherproof enclosure. All 8" and 10" con-
<br />nections to have flange fittings. -flowmeter to register in gailona_ -
<br />7. The well driller shall keep a complete set of drilling and development records and obtain all permits
<br />required for the well. The well driller shall provide the San Joaquin County Department of Public Works a
<br />complete set of records.
<br />8. The well shall be tested and constructed to San Joaquin County Local Health District standards.
<br />9.
<br />10. Well Contractor shall provide County with electrical diagram and manufacturers specifications and data on
<br />all pumps and equipment provided.
<br />11. PUMP Houses shall conform .to the Uniform Building Code, latest revision
<br />12. A standby natural gas motor and power generator sized to well pump shall be installed to the exact recommen-
<br />dations of the manufacturer. The motor shall run the generator at the design RPM. The motor shall be
<br />equipped with a battery for manual starting in the event of paver failure. The motor and generator shall
<br />be mounted on a emit skid anchored to the floor. The motor exhaust shall be muffled and exit the building
<br />through an approved asbestos sleeve and flashing. The building shall be supplied with a 110 volt battery
<br />charter.
<br />he automatic engine controls shall be such that in the event of a power failure, power sens-
<br />ng relays and pressure control switch will provide power to the pump. Automatic controls
<br />hail be approved by San Joaquin County Department of Public Works.
<br />ELECTRICAL NOTES
<br />1. All electrical work and equipment shall conform with Title 24, Part 3 of the California Administrative
<br />Code, the National Electrical Code, OSHA Electrical requirements and local county and utility requirements.
<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 grounds shall be interconnected.
<br />4. All conduit shall be Sch. 40 PVC - Minimum size 3/4".
<br />5. Conductors shall be copper with THW insulation. Wire No. 10 and smaller shall be solid conductor. No. 8
<br />and larger shall be stranded. All control wire shall be stranded. Minimum wire size shall be No. 12 in
<br />the light and power systems and No. 14 for control. Grounding conductors shall be insulated.
<br />6. A standard pump panel shall be installed and the wiring connecting the panel to the source of power shall
<br />meet local ordinancesProvide adjustable timer for pumps.
<br />WELL SITE DETAILS
<br />PARCEL "A"
<br />RIVER MEADOWS
<br />SUBDIVISION IMPROVEMENTS
<br />UNIT NO_ I
<br />SHEET 10. OF 12
<br />JOB NO. 104/09
<br />FILE
<br />NO.
<br />
|