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MIA
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<br />42 MFA O EP 42168_-__
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<br />a 3 BENCH MARX EIeV. 44.36
<br />L
<br />xS"Spike 0n Weir)' side 0t�✓.,P
<br />ttl.
<br />NO. DATE REVISIONS BY DESIGN rP
<br />DRAWN BY R. Z. S.
<br />R.C.E. /91638 DATE
<br />SCJ
<br />4PPR01/FD 8Y: RMW M A/RWU R.C.E N0. 21,269
<br />FMW Otr PUBLIC WOR,11S
<br />}
<br />o
<br />n I Service Line
<br />�`
<br />Service Clam of ditch (if any)
<br />(1' or larger
<br />Double Strap)
<br />NOTES:
<br />1. Service line material shall be type k copper, polyethylene
<br />or polybutylene plastic.
<br />2. Plastic pipe up to 1 1/4" I.D. service shall be ultra high
<br />molecular weight (UHMW) Polyethlene as manufactured by
<br />"Driscopipe" Orangeburg or approved equal with minimum
<br />pressure rating of 160 psi.
<br />3. Plastic pipe for 2" I.D. service shall be PB 2110
<br />Polybutylene or approved equal with minimum pressure
<br />rating of 160 psi.
<br />4. Corporation slop shall have corporation cock threads.
<br />5. Angle stop shall hove swivel nut and lock wings.
<br />6. Angle stop shall be vertically plumbed.
<br />7. Size of service line shall be as required by the County.
<br />8. Mueller Insto-tite fittings shall conform to ASTM
<br />designation D 2239.
<br />9. Meter scholl be Precision Meter Inc. model PPM 5/8"x3/4"
<br />with attachment connector spuds
<br />10. Lockable corporation cock will precede the meter and entire
<br />setup will be in the confines of the water box.
<br />1). NON-MEYA221C BERVICEB 6HA11 /141/8 ANO. 10640GE 8011D, 8,QRE,
<br />SOPY DRAWN COPPER WIRE LA/D ALONG YRE SERVICE 1IN8, 4ND
<br />ACCESSIBLE IN YAWE MEYER BOX.
<br />WATER SERVICE
<br />Street R/W
<br />J�Bottorn
<br />.'.fetal lid on
<br />cll meter boxes
<br />Christy C-20
<br />Exist. Groundhd, or equal
<br />of Oitch Christy E i 2 box,
<br />(if any) or equal meter /
<br />Angle
<br />} Stop -
<br />Angle
<br />3/4" Min. Sitz
<br />�t-Connect,j
<br />Adaptor 15/8" S x 36" Rebar with
<br />5CorporotioSton 2 hose clamps 12" apart
<br />P
<br />24" min conve• below bottom
<br />Cost iron lid (all locations)
<br />Rottle-proof, machined
<br />FOR ALL STREET seating surface
<br />LOCATIONS
<br />6' 1 4 1 /4" 6'
<br />2" asphalt concrete 5/8
<br />11 1/8" Finished grade
<br />N x 9,.
<br />6 tO FOR OFF STREET
<br />LOCATIONS
<br />E Concrete base to be
<br />Extensions ry around valve box.
<br />Concrete base not
<br />necessary when
<br />valve box is located
<br />in back of sidewalk.
<br />�No. /0 PARE 6OPr DRgwN
<br />COPPER WIRE NLONG ALl
<br />NON-MEYALL/C RIPE.
<br />Christy No. G-5.
<br />equal.
<br />have
<br />actured for the
<br />correct size con
<br />VALVE BOX
<br />NOTES:
<br />require changes, alterations or additions to these plans, when the
<br />q
<br />C. 0.
<br />completion of the work, provided that such changes, alterations or
<br />1. Valve box
<br />and lid
<br />shall e
<br />b
<br />C h
<br />^r'
<br />Brooks No.
<br />I R T
<br />or 4 -TT,
<br />or
<br />_13.
<br />2. All lids and grace
<br />rings sell
<br />N
<br />n
<br />obtain an Encroachment Permit from the San Joaquin County Department
<br />machined
<br />seating
<br />surfaces.
<br />r
<br />14.
<br />3. Extensions
<br />sholl be as mcnuf
<br />valve box
<br />supplied
<br />or pipe
<br />of
<br />/
<br />be used.
<br />standards of the Woodbridge Sanitary District. All such work is
<br />N
<br />Ina 39.1::
<br />d, �S)
<br />32
<br />N
<br />� b
<br />42 MFA O EP 42168_-__
<br />�\ 43.18 R 4312 47.91 P P. 4214
<br />4270EP;
<br />dP. 3 42654
<br />n � o b' yy. �3
<br />pyo r�-x4?,8 --
<br />5I 3 42 7
<br />23 N
<br />r N N
<br />°LAJ b -4 O
<br />�O 1 IN ry @
<br />PIC a
<br />Q Q R]
<br />IUI � Q Q
<br />Q C �
<br />3 v
<br />cl
<br />O.0
<br />Vi Vi
<br />a 3 BENCH MARX EIeV. 44.36
<br />L
<br />xS"Spike 0n Weir)' side 0t�✓.,P
<br />ttl.
<br />NO. DATE REVISIONS BY DESIGN rP
<br />DRAWN BY R. Z. S.
<br />R.C.E. /91638 DATE
<br />SCJ
<br />4PPR01/FD 8Y: RMW M A/RWU R.C.E N0. 21,269
<br />FMW Otr PUBLIC WOR,11S
<br />}
<br />o
<br />n I Service Line
<br />�`
<br />Service Clam of ditch (if any)
<br />(1' or larger
<br />Double Strap)
<br />NOTES:
<br />1. Service line material shall be type k copper, polyethylene
<br />or polybutylene plastic.
<br />2. Plastic pipe up to 1 1/4" I.D. service shall be ultra high
<br />molecular weight (UHMW) Polyethlene as manufactured by
<br />"Driscopipe" Orangeburg or approved equal with minimum
<br />pressure rating of 160 psi.
<br />3. Plastic pipe for 2" I.D. service shall be PB 2110
<br />Polybutylene or approved equal with minimum pressure
<br />rating of 160 psi.
<br />4. Corporation slop shall have corporation cock threads.
<br />5. Angle stop shall hove swivel nut and lock wings.
<br />6. Angle stop shall be vertically plumbed.
<br />7. Size of service line shall be as required by the County.
<br />8. Mueller Insto-tite fittings shall conform to ASTM
<br />designation D 2239.
<br />9. Meter scholl be Precision Meter Inc. model PPM 5/8"x3/4"
<br />with attachment connector spuds
<br />10. Lockable corporation cock will precede the meter and entire
<br />setup will be in the confines of the water box.
<br />1). NON-MEYA221C BERVICEB 6HA11 /141/8 ANO. 10640GE 8011D, 8,QRE,
<br />SOPY DRAWN COPPER WIRE LA/D ALONG YRE SERVICE 1IN8, 4ND
<br />ACCESSIBLE IN YAWE MEYER BOX.
<br />WATER SERVICE
<br />Street R/W
<br />J�Bottorn
<br />.'.fetal lid on
<br />cll meter boxes
<br />Christy C-20
<br />Exist. Groundhd, or equal
<br />of Oitch Christy E i 2 box,
<br />(if any) or equal meter /
<br />Angle
<br />} Stop -
<br />Angle
<br />3/4" Min. Sitz
<br />�t-Connect,j
<br />Adaptor 15/8" S x 36" Rebar with
<br />5CorporotioSton 2 hose clamps 12" apart
<br />P
<br />24" min conve• below bottom
<br />Cost iron lid (all locations)
<br />Rottle-proof, machined
<br />FOR ALL STREET seating surface
<br />LOCATIONS
<br />6' 1 4 1 /4" 6'
<br />2" asphalt concrete 5/8
<br />11 1/8" Finished grade
<br />N x 9,.
<br />6 tO FOR OFF STREET
<br />LOCATIONS
<br />E Concrete base to be
<br />Extensions ry around valve box.
<br />Concrete base not
<br />necessary when
<br />valve box is located
<br />in back of sidewalk.
<br />�No. /0 PARE 6OPr DRgwN
<br />COPPER WIRE NLONG ALl
<br />NON-MEYALL/C RIPE.
<br />Christy No. G-5.
<br />equal.
<br />have
<br />actured for the
<br />correct size con
<br />VALVE BOX
<br />NOTES:
<br />require changes, alterations or additions to these plans, when the
<br />Director deems them to be necessary or desirable for the proper
<br />completion of the work, provided that such changes, alterations or
<br />1. Valve box
<br />and lid
<br />shall e
<br />b
<br />C h
<br />^r'
<br />Brooks No.
<br />I R T
<br />or 4 -TT,
<br />or
<br />_13.
<br />2. All lids and grace
<br />rings sell
<br />obtain an Encroachment Permit from the San Joaquin County Department
<br />machined
<br />seating
<br />surfaces.
<br />r
<br />14.
<br />3. Extensions
<br />sholl be as mcnuf
<br />valve box
<br />supplied
<br />or pipe
<br />of
<br />/
<br />be used.
<br />standards of the Woodbridge Sanitary District. All such work is
<br />Department of Public Works and Woodbridge Sanitary District are
<br />yJ 6" Min
<br />I.
<br />--.----�-_:
<br />-1- (Typ.)
<br />notify District Engineer 48 hours prior to the commencement of any
<br />V
<br />hereby incorporated into this plan.
<br />PLAN,
<br />,
<br />L. msl
<br />Noi..ro/ Ground ar � \ �
<br />Povemeni f� II%• �
<br />.A
<br />j 1e• % A Qko� yJ ��, y�, ...
<br />e as•1� try7,� � ..
<br />EL E vAnQr
<br />1 woMtntiaeat sA�M ys.a�.. •�
<br />1 t5'EII CLEA'+OUT I
<br />BE 1-4117111 Mif1iH( 2!$
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. L001, CALIF.
<br />96240 PH: 209-369-6818
<br />6" Min -�
<br />(TYP
<br />O.D./2
<br />10" M
<br />NOTES:
<br />require changes, alterations or additions to these plans, when the
<br />Director deems them to be necessary or desirable for the proper
<br />completion of the work, provided that such changes, alterations or
<br />additions shall not exceed 10% of the original estimate of the cost
<br />^r'
<br />Bockflll with materials equal to or
<br />r
<br />Prior to performing work in Carolina Street the Contactor shall
<br />P g an %� Contractor
<br />better than the existing pavement
<br />_13.
<br />and base in quality. New pavement
<br />obtain an Encroachment Permit from the San Joaquin County Department
<br />shall be 1" thicker than existing
<br />of Public Works.
<br />r
<br />14.
<br />Contractor shall notify Mokelumne Acres Maintenance District for
<br />e.isting base, minimum of 0.5 feat
<br />1.
<br />`The Standard Plans and Specifications of the San Joaquin County
<br />15.
<br />I
<br />/
<br />standards of the Woodbridge Sanitary District. All such work is
<br />Department of Public Works and Woodbridge Sanitary District are
<br />yJ 6" Min
<br />I.
<br />--.----�-_:
<br />-1- (Typ.)
<br />notify District Engineer 48 hours prior to the commencement of any
<br />r l
<br />hereby incorporated into this plan.
<br />work on the sanitary system. ^--tO9-00.0269
<br />ompact in l2" max.
<br />16.
<br />Pipe type and strengths allowed for underground utilities, unless
<br />2.
<br />Contractor shall receive an approved set of plans and specifications
<br />to beginning construction.
<br />otherwise specified on plans, are as follows: Storm Drain (SD) - RCP
<br />or 952• under pavement �'
<br />---------- \-----------
<br />or ACP Cl.III • Sanitary Sewer (SS) - PVC
<br />r + Y , per ASTM D3034 , SDR35 p
<br />/ and shoulders, and
<br />---------- /
<br />/
<br />/ Variable
<br />0<
<br />3.
<br />prior
<br />The existing underground utilities were plotted from available
<br />(W) or greater per AWWA Std. C-900 or ACP., Cl.
<br />`I\�
<br />records. The Contractor shall be responsible for contacting all
<br />Compact in 24" max.
<br />4.. R. On
<br />150 orgreater per ASTM C296, Type II -
<br />utility agencies to mark their facilities in the field before any
<br />D+12"
<br />5.5. 17.
<br />1" Water Services may be laid in one trench, 2' wide, centered on
<br />of a5z. •/
<br />excavation. The Contractor shall notify and coordinate all work
<br />property line.
<br />Compactin6" layers
<br />with any agency requiring removal or relocation of their utilities.
<br />/8.
<br />I,
<br />1'-6..
<br />refot,,e,«<\`��' compaction or 90:�lii:7??7 \y
<br />Pacific Bell, P. G. & E., Lodi Cable T. V., Woodbridge Sanitary
<br />F
<br />District and Mokelumne Acres Maintenance District. U.S.A. (800) 642 -
<br />Concrete Thrust
<br />:'�;
<br />2444.
<br />Block
<br />'
<br />t
<br />4.
<br />All water lines shall have a minimum cover of 30".
<br />�3"I---
<br />5.
<br />Water used in any phase of construction, such as backfill compaction,
<br />dust control, testing or other work herein required, shall be
<br />PLAN
<br />"CHRISTY G-8" or equal
<br />included in the unit price or lump sum bid for the respective item of
<br />valve box
<br />construction.
<br />PAVING
<br />6.
<br />Contractor agrees that he shall assume sole and complete
<br />responsibility for job site conditions during the course of
<br />construction of this project, including safety for all persons and
<br />�S
<br />12' Ma
<br />ro
<br />err that this rex proper y. quirement shall apply continuously and not be
<br />�iJ��
<br />limited to normal working hours and that Contractor shall defend,
<br />A�i
<br />:�`✓�?�i.��i,��i)ziT�
<br />indemnify, and hold the Owner, County and the Engineer harmless from
<br />#5 retia, top bottom
<br />2" Threaded Cap
<br />any and all liability, real or alledged, in connection with the
<br />and
<br />2" Galv. Iron Riser
<br />erformance of work on this
<br />P project, excepting for liability arising
<br />Cost iron cap topped 2"�.•*
<br />from the sole negligence of the Owner or the Engineer.
<br />:.
<br />++
<br />Concrete or PVC pipe
<br />7.
<br />Contractor shall be responsible for notifying and co -coordinate all
<br />D
<br />cut to fit (10" Ld min.)
<br />work with any agency requiring removal or relocation of utilities,
<br />such as Pacific Bell, P. G. & E., etc.
<br />/\,
<br />'•)'
<br />_' Gtr, iron 90' elbow
<br />8.
<br />All off-site water lines shall be pressure tested, disinfected,
<br />flushed and tested for bacteria in conformance with the San Joaquin
<br />2" Threaded gale.'_
<br />'
<br />2" Bronze gore vole
<br />Count Health Code Requirements prior to connecting to existing water
<br />Y q P g g
<br />iron nipple -24 'V`
<br />max. length
<br />�.,,.
<br />''
<br />with non -riving stem.
<br />STOCKHAM B-130 or a roved
<br />line.
<br />/ /
<br />12..`
<br />f
<br />PP
<br />equal with 2" operating nut
<br />9.
<br />New traffic striping and the restoration of any damaged existing
<br />painted legends or signs is the responsibility of the Contractor and
<br />shall be included in his bid price.
<br />SECTION
<br />NOTE:
<br />10.
<br />No materials resulting from tapping procedures may enter District
<br />sewer.
<br />For temporary blow -oft use some concrete blocking
<br />but omit reinfo-ting bars
<br />11.
<br />All work will be required to be inspected by the Department of Public
<br />Works. They shall be notified not less than 24 hours in advance of
<br />2" BLOWOFFcommencement
<br />E
<br />of work.
<br />I
<br />12.
<br />It is agreed that field conditions may require changes to these
<br />plans. It is further agreed that the Director of Public Works may
<br />6" Min -�
<br />(TYP
<br />O.D./2
<br />10" M
<br />NOTES:
<br />O.D. 10" Min, 10" Mina
<br />+ 20" Min.
<br />RIGID CONDUIT
<br />r--O.D.--{ 10" Min.
<br />O.D.
<br />+ 20 Min.
<br />FLEXIBLE CONDUIT
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the Stale of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />2. All existing pavement <_^.all be neatly cut to line prig to trench excavation.
<br />3. Jetting or ponding will be permitted within the s ree: Right of Way with
<br />a 3 year bond.
<br />4. When shown by soil composition and compacloblih;, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special prlovisions.
<br />TYPICAL TRENCH BACKFILL
<br />CONSTRUCTION STAKING LIABILITY WAIVER
<br />These improvement plans have been prepared with the
<br />intent that the firm of Baumbach & Piazza, Inc. will be
<br />performing the construction staking for the complete
<br />project. If, however, another engineering and/or
<br />surveying firm should be employed to use these plans for
<br />the purpose of construction staking, notice is hereby
<br />given that the firm of Baumbach & Piazza, Inc. will not
<br />assume any responsibility for errors or omissions,..if
<br />any, which might occur and which could have been avoided,
<br />corrected or mitigated if Baumbach & Piazza, Inc. had
<br />performed the staking work.
<br />Tfir
<br />\TTN �tf�
<br />I
<br />:1,
<br />-.I:I I 14 Y .:.:. >B UE';/pr
<br />II I I 111IL
<br />-:'[.9rs.'✓O•PL:
<br />•`i� z Nv f•', .'cy9�ic^-.��"''. .. c f8` BEE.. G.
<br />II s vLsc:
<br />s . ,y r9.,.a /'✓r ya7i
<br />r
<br />�� ' sEs riaE larE?aL
<br />i
<br />/.' G+Nr4Arl'�>' ?�N✓ f!/G irT'/E .co�✓J r.9�:/Uf 'CG. '9EN0� /F
<br />9 ^>kN,h.; ,<, � b ✓'; /,� nIVO ,?di? irdG-qr / d' 9/Ool -
<br />Y.' tFe '+✓r3 UNG ,y, /n Ncs6: ON [ ' 9E'YEA iEA'�`/cE !F/F9/9lt
<br />Nr 60sr .'• > ,f A'esvr of .ar r/rvwn -
<br />,✓::=.} d/Ai C afeJ1-IDN.'b:- )a Ny rM7 O °7014
<br />< >.d!fi1 .4ii/cam �fErrNb rYE I,pPU/,YEy/-�71'l0 Of .Nl::ry O- -PZ1 Ar ,
<br />.. � %✓xr/ •%r h .ey0 .%fYA4f. vf.-�1G BE O. �' J/irf' tt'locf'
<br />�iy:rf" ///:'' 4s /15+6' sE.lYir•,P lOIEA.GI.
<br />WUCPPRIOGE SAN;YAR: ASTRIL'i
<br />°F,P.VICE .ATbRAL CLEANOUT
<br />IPV,: RIPE 1
<br />APPROVED BV
<br />XEN X✓ELDSFN, E G/NFFR
<br />WOODBR/D6E $ANI ARV D/SiR/CY
<br />SHEET , OF 1
<br />JOB No. 90164
<br />FILE
<br />NO.
<br />e i /
<br />require changes, alterations or additions to these plans, when the
<br />Director deems them to be necessary or desirable for the proper
<br />completion of the work, provided that such changes, alterations or
<br />additions shall not exceed 10% of the original estimate of the cost
<br />for the improvements without prior approval of the surety.
<br />Bockflll with materials equal to or
<br />r
<br />Prior to performing work in Carolina Street the Contactor shall
<br />P g an %� Contractor
<br />better than the existing pavement
<br />_13.
<br />and base in quality. New pavement
<br />obtain an Encroachment Permit from the San Joaquin County Department
<br />shall be 1" thicker than existing
<br />of Public Works.
<br />pavement, minimum of 0.25 feet. New base shall be 1" thicker thou
<br />14.
<br />Contractor shall notify Mokelumne Acres Maintenance District for
<br />e.isting base, minimum of 0.5 feat
<br />approval prior to connecting water line to existing water main.
<br />15.
<br />Installation of all sanitary sewer improvements shall conform to the
<br />Existing Pavement
<br />standards of the Woodbridge Sanitary District. All such work is
<br />J" 6"] �._ \
<br />yJ 6" Min
<br />subject to inspection by the District Engineer. The Contractor shall
<br />--.----�-_:
<br />-1- (Typ.)
<br />notify District Engineer 48 hours prior to the commencement of any
<br />r l
<br />%-'< •
<br />work on the sanitary system. ^--tO9-00.0269
<br />ompact in l2" max.
<br />16.
<br />Pipe type and strengths allowed for underground utilities, unless
<br />layers to o min.
<br />relative compaction
<br />/ 3.-0,.
<br />otherwise specified on plans, are as follows: Storm Drain (SD) - RCP
<br />or 952• under pavement �'
<br />---------- \-----------
<br />or ACP Cl.III • Sanitary Sewer (SS) - PVC
<br />r + Y , per ASTM D3034 , SDR35 p
<br />/ and shoulders, and
<br />---------- /
<br />/
<br />/ Variable
<br />Water - PVC, C1. 150
<br />/902ZZ
<br />outside Shoulders. v1�m/
<br />(W) or greater per AWWA Std. C-900 or ACP., Cl.
<br />Compact in 24" max.
<br />4.. R. On
<br />150 orgreater per ASTM C296, Type II -
<br />layers to a minimum
<br />relative compaction O'
<br />D+12"
<br />5.5. 17.
<br />1" Water Services may be laid in one trench, 2' wide, centered on
<br />of a5z. •/
<br />;
<br />property line.
<br />Compactin6" layers
<br />/8.
<br />OWNER 04,11 REIMBURSE C0/VYRRCYOR XOR ANYminimum
<br />refot,,e,«<\`��' compaction or 90:�lii:7??7 \y
<br />OR ENCROAGHN/ENY PERMIY FEES.
<br />O.D. 10" Min, 10" Mina
<br />+ 20" Min.
<br />RIGID CONDUIT
<br />r--O.D.--{ 10" Min.
<br />O.D.
<br />+ 20 Min.
<br />FLEXIBLE CONDUIT
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the Stale of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />2. All existing pavement <_^.all be neatly cut to line prig to trench excavation.
<br />3. Jetting or ponding will be permitted within the s ree: Right of Way with
<br />a 3 year bond.
<br />4. When shown by soil composition and compacloblih;, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special prlovisions.
<br />TYPICAL TRENCH BACKFILL
<br />CONSTRUCTION STAKING LIABILITY WAIVER
<br />These improvement plans have been prepared with the
<br />intent that the firm of Baumbach & Piazza, Inc. will be
<br />performing the construction staking for the complete
<br />project. If, however, another engineering and/or
<br />surveying firm should be employed to use these plans for
<br />the purpose of construction staking, notice is hereby
<br />given that the firm of Baumbach & Piazza, Inc. will not
<br />assume any responsibility for errors or omissions,..if
<br />any, which might occur and which could have been avoided,
<br />corrected or mitigated if Baumbach & Piazza, Inc. had
<br />performed the staking work.
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<br />WUCPPRIOGE SAN;YAR: ASTRIL'i
<br />°F,P.VICE .ATbRAL CLEANOUT
<br />IPV,: RIPE 1
<br />APPROVED BV
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<br />SHEET , OF 1
<br />JOB No. 90164
<br />FILE
<br />NO.
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