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<br />SCALE 1" x100"
<br />APPROVED BY DATE
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<br />DRAWN By FN
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<br />JOS NO,
<br />L1021-61
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<br />22
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<br />Variable 1'
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<br />Volvo Bos, Frame and Lid 0
<br />Refer to Improvement Standard No. E-2
<br />Break -Olt
<br />2" above ground line
<br />1.
<br />to
<br />Water Main a Concrete Anchor Block •IO��IT
<br />6"D Pipe
<br />F
<br />e Flanged by Ring -Tits Adaptor
<br />Conc. Thrust.•Block- f As Required) Conc. Thrust Block- • • h�
<br />Rotor to Improvement 6" Flanged or Flanged by Refer to Improvement
<br />Standard No. E-3 Ring -Tits Gale Volvo. Standard No. EJ.
<br />Tifco No. 11 Tee or Equal.
<br />NOTES,
<br />I. Fire Hydrants shall be placed - with 44" outlet facing
<br />directly lowards the street.
<br />2. Fire Hydrants shall be clean and free of concrete.
<br />3. Fire Hydrants to be American Darling Model 9-629, Dresser M B H Style 929
<br />"Reliant", Mueller "Centurion" or "Modern Centurion", or approved equal (2-1
<br />B 1-4" outlets)
<br />' Or other size as required by the local Fire District.
<br />4 All Hydrants shall be painted OSHA lately yellow or as
<br />required by local Fire District.
<br />NO REVISED DATE xeasa typyyeoors.al p
<br />-
<br />FIRE HYDRANT
<br />-- ---- APPROVED BY
<br />aR�wn e� - COUNTY OF SAN JOAOUIN _RMATA .0. ole
<br />cNicxto �. _... _ DEPARTMENT OF PUBLIC WORKS STANDARD NO. E-4
<br />SCALE NDN(
<br />CENTRAL
<br />21 1 20
<br />=. f A77S-O
<br />"SArf06A1 .
<br />CALI FORNIA
<br />A
<br />TRACT ION
<br />18
<br />C ANTEL LANE
<br />(SEE SHEETS NO. 681 7)
<br />' vI
<br />W ALG N/9TER
<br />/3, I i TO fe LOT
<br />Fh 3fzzoo (7yP) O
<br />3 I z 4 5
<br />I� to W
<br />I<N
<br />In W
<br />ch
<br />IW"
<br />� '"';eEiLfOI'E EX. ARL06YOFF �
<br />CON10Fer TO EX 8!?Z
<br />E.P.
<br />� Street R/W
<br />E.ist. Ground ,
<br />M4141 110K Meier �
<br />C
<br />�� Bottom of Ditcn /
<br />�\ (11 my
<br />l n •r�P .
<br />Slo
<br />I've 36" Rebar with
<br />Connection
<br />Adoplor 2 Aou clamps 12„ opal
<br />Corporation 24" Min. Cover below bottom
<br />s Slop of ditch lit any)
<br />Clampsll• u larger r
<br />Double Strap)
<br />NOTES,
<br />I. Plastic pipe up to 0. service shall be ultra high molecular weight ( UHMW )
<br />Polyethylene as manufactured by "Driscopipe" "Orangeburg" on approved equal
<br />with minimum pressure rating of 160 psi.
<br />2. Plastic pipe for 2" 1. D. service shall be PB 2110 Polybutylene or approved
<br />equal with minimum pressure rating of 160 psi.
<br />3. Corporation stop shall have corporation cock threads.
<br />4. Angle slop Shall have swivel out and lock wings.
<br />5. Angle stop Shall be vertically plumbed.
<br />6. Size of service line shall be as required by the County.
<br />T. Mueller Insta-lile connection shall conform to ASTM Designalion D 2239.
<br />WATER SERVICE '
<br />AMRDVED eT '
<br />MCKEDV6 COUNTY OF SAN JOAQUIN 71,41V Ar ACE r
<br />s ALE NONE DEPARTMENT OF PUBLIC WORKS STANDARD NO. E-1
<br />COMPANY
<br />V
<br />H
<br />15
<br />: TREE 0'202-4r.-r1zM1
<br />SEE GP.4O/.U6 .�•.�/
<br />NOTE ,i/p. Q O.f/
<br />$NEE7-if/0. 5
<br />14
<br />3 �fl� �' r�UIIT] JIIil3rrr]rl0? r3
<br />o�
<br />03
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<br />�W
<br />- - - 1 - — eel— -G¢-
<br />13 I
<br />II
<br />W CD
<br />6 7 8 910 _— I p P
<br />-'6° O W
<br />` 7 r17 .11 11 r) J 11 -I IJ
<br />av�Cost Iron Lid
<br />sellle- pr°mrfdc; achined
<br />FOR ALL STREET
<br />LOCATION
<br />S
<br />[• 14 " E
<br />e Aspholl Concrete II „
<br />Finished LirbM
<br />t.
<br />e;
<br />LOCATIONS
<br />Concrele Bap he be
<br />around Volvo Box.
<br />Concrete Base not
<br />necessary when Volvo
<br />Box is located in back
<br />of sidewalk.
<br />NOTES; e
<br />1. Valve box and Lid shall be Christy No. G 5, Brooks - Na 1 R T or 4 -TT, cr equal.
<br />2. All Lids and Grade Rings shall have machined sealing surfaces.
<br />3. Extensions Nall be as manufactured for IM Valve Bos supplied or Pipe of correct
<br />size can be used. "
<br />VALVE
<br />OF SAN JO
<br />ENT OF PUBLIC W
<br />e RDVEa By
<br />STANDARD NO. E-.2
<br />12
<br />S„ W
<br />25 FN �-. /fOEGb
<br />\ {•YELL S/� � . , I... ..
<br />I QE/bf04E E,I' I "All oFF
<br />PC/JNNEGT TO EX. 9-/y!
<br />I — I
<br />_ ' I
<br />NOTE: I
<br />FOR DETAIL ON WELL SITE,
<br />PUMP PUMP HOUSE SEE
<br />SHi NO.111S12
<br />I �i II
<br />I III Ij I
<br />PLAN
<br />L
<br />a^ 0 0 0 O p 0 0 0 a0O
<br />pQO CO oor
<br />O d0000 Oa0�0<:.
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<br />Asbes/os Cemw�! flyr :°•a`P"a
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<br />2 Cap
<br />-Z'Ga/rc Ni/o/o/a
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<br />� _Z "B/onZe Nip�o%
<br />Cass` /ion P/uq taooed 2 ,.
<br />�/v4, 3 / - //-la-B9
<br />24-
<br />STORM
<br />4STORM DRAIN BASIN
<br />SCALE: la = 100'
<br />A,157/11_LB'CAOir BLD,YDEG
<br />EL EI/a Trow
<br />THE WILLOWS
<br />I M PRMMENT PLANS
<br />Q
<br />I v
<br />SCALE 1" x100"
<br />APPROVED BY DATE
<br />SHEET NO
<br />Thrue —�
<br />I�
<br />_ --See Oe/ai/
<br />Z
<br />OF /.� SHT;
<br />DRAWN By FN
<br />CHECKED 3Y_ RVD
<br />AS BUILT BY
<br />of ,eiyA/
<br />.l
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<br />_ 5 Bar on side
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<br />Wa// S/mve
<br />.PE/NFO.PC/NG OETA/L
<br />Calf /iOn OIl
<br />TYO/CAL FH,PUST BLOCK FOR
<br />xg,o�.i'.
<br />'+
<br />PEQMAy,(€NT BLOWOFFS
<br />End.{ ECEIrAr/ON
<br />PERMANENT
<br />BLOW OFF
<br />�/v4, 3 / - //-la-B9
<br />24-
<br />STORM
<br />4STORM DRAIN BASIN
<br />SCALE: la = 100'
<br />A,157/11_LB'CAOir BLD,YDEG
<br />RLC Associates
<br />Consulting Civil Engineers
<br />903 W. Center St., Suite 2
<br />A Manteca. California 95336
<br />(209) 239-13007
<br />THE WILLOWS
<br />I M PRMMENT PLANS
<br />Q
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN. JOIWUIN COUNTYNCALIFORNIA
<br />SCALE 1" x100"
<br />APPROVED BY DATE
<br />SHEET NO
<br />rep
<br />DESIGNED BY FPI
<br />Z
<br />OF /.� SHT;
<br />DRAWN By FN
<br />CHECKED 3Y_ RVD
<br />AS BUILT BY
<br />UW
<br />w
<br />_
<br />Z
<br />JOS NO,
<br />L1021-61
<br />S.✓. . / //2 90
<br />S ¢ , - 2 qo
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<br />0
<br />I
<br />I "-,�EA•1O//E E.!' 8�C,9P � B/D/1/OFf
<br />,t�COry//y/BQ'
<br />I
<br />I
<br />1
<br />PROJECT RECORD DOCUMENT
<br />71115 OMUMENT IIAS BEEN PREPARED BY CDA SOLELY FROM
<br />'AS-BUIILT' INFORMATION PROVIDED BY TIIE OENERAL
<br />CONTRACTOR FOR TINS PROJECT. CONSTRUCTION ITEMS
<br />SHOWN HEREIN AS'CLOUDED" ARE DEVIATIONS FnOM TO IE
<br />ORIGINAL, APPROVED DESMON. ALL OTHER CONSTnUCTION
<br />IS ASSUMED TO Ill OCCURRED PER 'PLAN". TO WITHIN
<br />STANDAnD CONSTRUCTION ALLOWANCES.
<br />'7�
<br />DA7E PREPARED: �1 V
<br />4MTE TO DEVELOPERS_
<br />AND CONTRACTORS
<br />THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE .I.NTENT THAT
<br />THE FIRM OF RLC ASSOCIATES WILL BE PERFORMING THE CONSTRUCTION
<br />STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER, ANOTHER ENGINEERING
<br />AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE
<br />PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE
<br />FIRM OF RLC ASSOCIATES WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS
<br />OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN
<br />AVOIDED, CORRECTED OR MITIGATED IF RLC ASSOCIATES HAD PERFORMED THE
<br />STAKING WORK.
<br />RLC Associates
<br />Consulting Civil Engineers
<br />903 W. Center St., Suite 2
<br />A Manteca. California 95336
<br />(209) 239-13007
<br />THE WILLOWS
<br />I M PRMMENT PLANS
<br />WATER PLAN
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN. JOIWUIN COUNTYNCALIFORNIA
<br />SCALE 1" x100"
<br />APPROVED BY DATE
<br />SHEET NO
<br />DESIGNED BY FPI
<br />DESCRIPTION DATE
<br />OF /.� SHT;
<br />DRAWN By FN
<br />CHECKED 3Y_ RVD
<br />AS BUILT BY
<br />/sr / / —
<br />n6./C 2n ti/ /2 -
<br />HENRY M. HIRATA, R.GE.21258
<br />DIRECTOR OF PUBLJC WORKS
<br />SAN JOAQUIN•COUNTY. CA.
<br />JOS NO,
<br />L1021-61
<br />S.✓. . / //2 90
<br />S ¢ , - 2 qo
<br />FILE
<br />
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