|
R/W
<br />rJ O'
<br />25"
<br />5 -�2r 1Co
<br />II
<br />alP o 0 tae O o a a s,
<br />COnS+rVc+ monolith'tC. bevel
<br />-1-i.atne curb gLSfF¢-r at -eidm.wallc
<br />R/ W
<br />ICv 2r 5 2r
<br />J
<br />12"
<br />�- 2" Asphalt
<br />Goncr¢-1-m, O.E,
<br />= 0.43"
<br />Compnc+
<br />ren-leIi-iva
<br />rpt re¢t subgrcdm
<br />Compaotion for o
<br />to 95%
<br />depth of 4c;'
<br />`' '° 99regate
<br />`� '�"9gra'Setc
<br />Baszt GE. = 0 4G"
<br />nam, G.E.=0.42'y
<br />oESIGNSI!-N ED GE I 31
<br />W mnt•
<br />R/W
<br />FZ=S.0 T'. 1. =4.0
<br />FREQUIREO G.E. = 1,22'
<br />TYPICAL STREET NIS ECTIofillet
<br />M¢odowood Or-ive
<br />Libby Gour+
<br />Stolen 1"= 10'
<br />SE
<br />30 2S,
<br />2• or't es Vor les 18 7
<br />(7'- 1 O' 10'- 13')
<br />PROPOSED
<br />3TC 4,L/
<br />R/W
<br />Construct- monover+ic,0l
<br />type. curb, 5w++ec- ik •aidewolk. \ / Exis+ing P ;;m r
<br />SqW -Gu+ a mnTUT OE'
<br />Compact srrae+ subgTndm to 95% I' -O" in+o a-Vl-St'ing pca�zmer�l
<br />r¢lntiva- compae+'ioc� Por o deptti of la' 2Asphalt GoE�Cr2+e., G.>=. =0.43"
<br />to .499ra-9o't� Baca. � v.E. =cress"
<br />T" Aggr¢ctete dub - bose,C�E. = o. SB"
<br />DEStGt\IEQ C.E. = 1. Ste'
<br />F2eS.0 T.1.=5.0
<br />RE.C:;>UIRt=O C-7. FEE. _ In -a
<br />TYP tG<1L STREET lr=:,,tsCT to 1J
<br />Cnntinol Av¢nu¢
<br />Stole 1 I"= Ior
<br />Nor+h
<br />Ft/W
<br />a2
<br />42' 40'
<br />10 2e Varies Varies IS 22'
<br />—I A.C. Over-laL
<br />\ProTe•4�.a
<br />C
<br />CorTs-truC-t' mor�ol'tttii�
<br />v¢.rticcl type curb.
<br />gut--l-Qr � �id¢wollc
<br />Compact s+E^acIIt sub9T-ode
<br />To 9S% r¢Ioi-ive. r-0rrNpna+ior%
<br />for n depth of tca"
<br />�jOutt'1
<br />R/W
<br />/—Exis+iT�g povemmr�t-
<br />Sow-tui- n minimum 04n
<br />l�-O" ir�+'o ¢yoistin9 pav¢m2n-t-
<br />3' Aspl�olt Conc ¢t¢
<br />Q3. E.
<br />Ager-ec�ete Boma � v. E• = o.SS"
<br />9"' 4gara ouo t a Sub -base, wif=e = o, -7 E>"
<br />DES1G1\1EO �,E. = 1.88'
<br />F2= Sib -1. 1. - Ce.O
<br />E�EQvtREG v,E. = I.BZ"
<br />TyFix IGAL. STREET SECTICIJ
<br />Moira
<br />Scrota : 1" = to
<br />Decor+anent oP' Public Works, Gitl� o� Stockton
<br />Coll{". " FoR SA,,1lTADZY SEW EtZ �N1LY"
<br />Approved it>vas
<br />Paul Smr siVxucjh , icy Enc�inaar , Stock}onl Cclif.
<br />N1 C> h
<br />R/ W
<br />80'
<br />40
<br />18'+ 18r+
<br />I
<br />Ll Su
<br />22'+
<br />Exis+ing pkv .MC? r\ t" A.C. ©ver lam
<br />TYPICAL STRLaET SECTION ABe�aBr
<br />Merlin
<br />sco,te.: C = IO'
<br />n! DATE
<br />y'g'
<br />12"
<br />Dia « Sp.
<br />Standard Frame ond
<br />Sanitary Sewer line
<br />6" Cover Assembly
<br />A. C.
<br />o
<br />'HI
<br />a
<br />- P. C C >
<br />A. B -
<br />.135 II 6p d 4, o
<br />lew p1
<br />Survey Morumem
<br />Y /
<br />Undlment d I'M x30" Ian Pin With
<br />\w. dA.nrz rnLnl
<br />Settlement Still
<br />Identification Markt
<br />1'-O• 2'-0"
<br />TYPICAL SECTION
<br />rhrr<loll tytt.
<br />the errs of sal -de<^^= and Carts 1103 feet or Imre in depth,
<br />Vertical Curb at Return,
<br />rF--
<br />Ai SUR A
<br />TAMPER RESSTANT
<br />/I 3 R
<br />Broom Finish
<br />IOj:"R I -ILevel
<br />HANDHOLE COVER
<br />Lina
<br />ONU
<br />\\
<br />,6" Raised Letters
<br />\\\
<br />e theeods welded to Idside of Pde for
<br />)) • � c
<br />Cover From
<br />Lilt
<br />m
<br />Holes -e•ea -IN Materiae Cast Iran
<br />F I"�
<br />J'J'aewarvr Ground rod shot/ be
<br />JMMt� I
<br />washes. Connect to Grouneing Bushing on
<br />.' i"R
<br />it
<br />N
<br />See Note No. } -
<br />/ (See Note NOA) It P -IC Conduit is used.
<br />uses. CoPPerwe/d.
<br />4.
<br />tae Capper rare soon Connect Pate to Crowed
<br />\
<br />1
<br />r
<br />.,
<br />I p' 6" Diameter
<br />.�
<br />SECTION A -A
<br />NO REVISED
<br />IDATE 1
<br />ey
<br />SURVEY MONUMENT
<br />'LJde
<br />owe
<br />.1-
<br />DETAIL
<br />APP OVED BT
<br />'T
<br />FRAME a COVER ASSEMBLY
<br />CONDUIT PULL BOX
<br />RLCd
<br />- MU O1"
<br />onAwN tar an.
<br />COUNTY OF SAN JOAQUIN
<br />S 0
<br />SCALE NONE
<br />DEPARTMENT (F PUBLIC WORKS
<br />STANDARD NO. A-11GALE
<br />80'
<br />40
<br />18'+ 18r+
<br />I
<br />Ll Su
<br />22'+
<br />Exis+ing pkv .MC? r\ t" A.C. ©ver lam
<br />TYPICAL STRLaET SECTION ABe�aBr
<br />Merlin
<br />sco,te.: C = IO'
<br />n! DATE
<br />y'g'
<br />-L-
<br />NOTE: Water Ilna
<br />N OTE All radii • 9" unlet N S -
<br />1F1000; I.T.S. Series IJ •d 14 or Series 25 out 26 or approvM
<br />Sanitary Sewer line
<br />screws--. w,n
<br />otherwise noted
<br />W250 or WL(l3 . roce`1 ce the Ply,. Gd, Ioad,alre sMLl be
<br />'HI
<br />Depressed ten« `W" or "S" In
<br />aunwa.-
<br />curb to identify "take locations.
<br />Wily) and WI53 size fixtures, all others shall M 24W Pegalamt
<br />lew p1
<br />Type Balls 1Iallass ochervl.so rotM m rhe Plans or N the
<br />Y /
<br />Speclficaclms.
<br />\w. dA.nrz rnLnl
<br />N=3
<br />1'-O• 2'-0"
<br />1. Street Lighc Stsdatds shall les placal at all inaersectlats,
<br />rhrr<loll tytt.
<br />the errs of sal -de<^^= and Carts 1103 feet or Imre in depth,
<br />Vertical Curb at Return,
<br />rF--
<br />nWmm beova, Lights.
<br />TAMPER RESSTANT
<br />I{"r
<br />Broom Finish
<br />IOj:"R I -ILevel
<br />HANDHOLE COVER
<br />Lina
<br />�,m d,e Gou,.a c
<br />aW by N ng,.,e a.- rias •Intl ba :mMlld toe
<br />direcceel M 'Ben Jaqu;n C--+, All fv,Ammrs shall tae
<br />1/2 , 1, Flathead steel Mocn:roe Screw with
<br />costs. ALI grrandi, Cal,erctrs shall be taut or Iona a
<br />e theeods welded to Idside of Pde for
<br />)) • � c
<br />I
<br />m
<br />.Ith Rbg welded to cru t,;de
<br />J'J'aewarvr Ground rod shot/ be
<br />JMMt� I
<br />washes. Connect to Grouneing Bushing on
<br />.' i"R
<br />it
<br />N
<br />See Note No. } -
<br />/ (See Note NOA) It P -IC Conduit is used.
<br />uses. CoPPerwe/d.
<br />5. instill A Pull has by each Pleccrollet,
<br />tae Capper rare soon Connect Pate to Crowed
<br />\
<br />Rod e, Pug a...
<br />r
<br />.,
<br />Dowa4 e5 ar } Dia. A 24" spaced 12', C.
<br />greased and wrOcced ane side tMuuah
<br />.�
<br />/
<br />- Grwl one• erec:;nq and leveenq Pae.
<br />6
<br />Steel conduit riser
<br />er.rr expansion joint.
<br />- -
<br />.1-
<br />DETAIL
<br />CONDUIT AND P.tN" bO)( LOCATION
<br />'T
<br />MONOLITHIC BEVEL TYPE
<br />CONDUIT PULL BOX
<br />CURB CURB 8 GUTTER
<br />7'-0• Min.
<br />Ty C la w
<br />4'-0" Minimum ( Sidewalk)
<br />12" 2--0-
<br />Broom Finish
<br />r
<br />Broom Finish weal LA•I}
<br />r Al Returns
<br />t,
<br />Slope • }" per 1'
<br />++ •
<br />r /
<br />.1
<br />1"Level Una
<br />— M
<br />• 10fR I <
<br />+
<br />Y -o- e•,:a
<br />E•IHes
<br />he N/ -slew
<br />' -
<br />+•
<br />--i'e
<br />6`
<br />12•
<br />Aa cher Batts. Raffle to Pale Mfr's.
<br />.
<br />Dowls 5or.2Ala.x 24 spaced
<br />Ca duk •m1 te' iasis
<br />12 • a. a, graogad and wrapped
<br />Specifications for she. Each
<br />q"'
<br />on tide through every
<br />bane phaeee Geelfny
<br />!vette, at tve as a rete
<br />g. -i
<br />expansion joint
<br />Ball ansa D< Provided Putin a
<br />Caneri
<br />MONOLITHIC BEVEL TYPE
<br />Lawtklg Hut, o Washer and ca ..
<br />CURB, GUTTER 8 SIDEWALK
<br />-
<br />Hold Open Nut. Maalnlum length
<br />Mi«I )0111141 O 200' maximum and d ret«M, crowd light poles,
<br />-
<br />-
<br />other n■ed objects at sidewalk.
<br />Class B' Concrete
<br />Lhyr11,4
<br />aYeneO clone joint41 Mall W conelracted (� 12' masimum
<br />nterrtW.
<br />the Meet Ing mut sholl be 1".
<br />MTE
<br />ACURB.
<br />GUTTER. a SIDEWALK!SUBDIVISION
<br />` My Cardin M street a
<br />STREETSAMNorED
<br />AlWe
<br />below the towline o1 the Gutter
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />STANDARD NO B-4
<br />80'
<br />40
<br />18'+ 18r+
<br />I
<br />Ll Su
<br />22'+
<br />Exis+ing pkv .MC? r\ t" A.C. ©ver lam
<br />TYPICAL STRLaET SECTION ABe�aBr
<br />Merlin
<br />sco,te.: C = IO'
<br />n! DATE
<br />y'g'
<br />5/te" Ma. h•eC oriel
<br />1F1000; I.T.S. Series IJ •d 14 or Series 25 out 26 or approvM
<br />screws--. w,n
<br />W250 or WL(l3 . roce`1 ce the Ply,. Gd, Ioad,alre sMLl be
<br />'HI
<br />ptwidm with a Hnto Cell of proper stat for Mtrhrv, the
<br />aunwa.-
<br />I.
<br />Wily) and WI53 size fixtures, all others shall M 24W Pegalamt
<br />lew p1
<br />Type Balls 1Iallass ochervl.so rotM m rhe Plans or N the
<br />Y /
<br />Speclficaclms.
<br />\w. dA.nrz rnLnl
<br />N=3
<br />Irmo/1+<Amenl
<br />1. Street Lighc Stsdatds shall les placal at all inaersectlats,
<br />rhrr<loll tytt.
<br />the errs of sal -de<^^= and Carts 1103 feet or Imre in depth,
<br />A./ mop
<br />rF--
<br />nWmm beova, Lights.
<br />TAMPER RESSTANT
<br />2. wlrlrg shall be adergraad to 1-1/2" M apprvued Conduit
<br />stdcl ar Aluminum �n
<br />uccardo, err r;/A GL L"nr
<br />HANDHOLE COVER
<br />sb'dord 5"'of<.l,anr
<br />�,m d,e Gou,.a c
<br />aW by N ng,.,e a.- rias •Intl ba :mMlld toe
<br />direcceel M 'Ben Jaqu;n C--+, All fv,Ammrs shall tae
<br />1/2 , 1, Flathead steel Mocn:roe Screw with
<br />costs. ALI grrandi, Cal,erctrs shall be taut or Iona a
<br />e theeods welded to Idside of Pde for
<br />i . 6-1;2' Hond Hoit rei,orced
<br />ay l grirlsulution. Phase ming is not alla.al.
<br />- ground. Provide with 2 Hexheod Nuts and 2
<br />.Ith Rbg welded to cru t,;de
<br />J'J'aewarvr Ground rod shot/ be
<br />JMMt� I
<br />washes. Connect to Grouneing Bushing on
<br />of Pala. Cave, Plate ;s 0J196'
<br />/ end or Conduit welt #8 Copper We,
<br />See Note No. } -
<br />/ (See Note NOA) It P -IC Conduit is used.
<br />uses. CoPPerwe/d.
<br />5. instill A Pull has by each Pleccrollet,
<br />tae Capper rare soon Connect Pate to Crowed
<br />\
<br />Rod e, Pug a...
<br />Pde Bme Cover -
<br />/
<br />- Grwl one• erec:;nq and leveenq Pae.
<br />Steel conduit riser
<br />- - -
<br />- -
<br />aw tae/4 A to standard GROUNIDING
<br />DETAIL
<br />CONDUIT AND P.tN" bO)( LOCATION
<br />CONDUIT PULL BOX
<br />Ty C la w
<br />rrmw0« /
<br />---
<br />wed -
<br />Y -o- e•,:a
<br />E•IHes
<br />he N/ -slew
<br />' -
<br />I -./•E- ea (ink)
<br />�•
<br />Aa cher Batts. Raffle to Pale Mfr's.
<br />�l
<br />Ca duk •m1 te' iasis
<br />Specifications for she. Each
<br />;n
<br />_. -
<br />bane phaeee Geelfny
<br />!vette, at tve as a rete
<br />Ball ansa D< Provided Putin a
<br />Caneri
<br />Lawtklg Hut, o Washer and ca ..
<br />-
<br />Hold Open Nut. Maalnlum length
<br />-
<br />-
<br />of tach« Dat allow the top of
<br />Class B' Concrete
<br />the Meet Ing mut sholl be 1".
<br />•
<br />` My Cardin M street a
<br />thou De a minxhim of 2'- o'
<br />below the towline o1 the Gutter
<br />Altsmate footings subject
<br />to the approval f the Caws+B
<br />3'-O;weian.
<br />Engin .
<br />NOTES
<br />I. A 1/2" topped Hae in Hand -ole Cover old in .Mange may be suastit ied.
<br />2. where setting Poles with not Steel Bases. arovide a Drainage Hae
<br />( under the Steel Plate ) to the inter of Ne Pole. Form Hole Delore
<br />concrete sets using a piece of wad:nq Roe or ewhalent
<br />3. Hand Hae to be located N same quo«ont os Most Arm if Arm Is 10 feet
<br />or larger. Hand Hae to be locatec 180 degrees from Most Arm quosloot
<br />on OR others.
<br />C Conduit res OR street light facilities shoe be PVC sea le a0.
<br />LIGHT POLE FOUNDATION
<br />Variable
<br />Scaring Lina
<br />Broom Finish
<br />12• &aom Finish Level Lim
<br />SI I 6 1-1�-�/F
<br />'4Isre
<br />5'-0" +-f 6" 12" 3"�-----F-L—
<br />Dowdy S«''�dia. x 24•
<br />spared 12" o. c, grwW cad
<br />wrapped one side through
<br />every expansion joint.
<br />MONOLITHIC CURB. GUTTER,
<br />a SIDEWALK
<br />expansion joints Q 2001 maximum and at returns, around light poles,
<br />WM On1p fixed objects at schema.
<br />wakeoed alone joints stag be spaced IID 12' maximum intervals.
<br />CJOutk
<br />R/W
<br />8 SIDEWALK
<br />� INS
<br />OF SAN J
<br />ENT OF PURI IC
<br />STANDARD No, a -a
<br />4.
<br />Lenfraire 1 he "LiNEltni ELfL C m." r+-zsca. n W or
<br />1F1000; I.T.S. Series IJ •d 14 or Series 25 out 26 or approvM
<br />ogal. lasso stall he High Pressure Sodlue 111I01, W153, W2W,
<br />W250 or WL(l3 . roce`1 ce the Ply,. Gd, Ioad,alre sMLl be
<br />Set evz/ box on 6"o/
<br />'
<br />ptwidm with a Hnto Cell of proper stat for Mtrhrv, the
<br />u,ic, mil. c Shahl be 1:W, Pegulacoc lype for all single
<br />I.
<br />Wily) and WI53 size fixtures, all others shall M 24W Pegalamt
<br />or 112 max. Pee grovel
<br />Type Balls 1Iallass ochervl.so rotM m rhe Plans or N the
<br />Y /
<br />Speclficaclms.
<br />\w. dA.nrz rnLnl
<br />N=3
<br />Irmo/1+<Amenl
<br />1. Street Lighc Stsdatds shall les placal at all inaersectlats,
<br />rhrr<loll tytt.
<br />the errs of sal -de<^^= and Carts 1103 feet or Imre in depth,
<br />rod evway aPaced, depxing m Bloc, lengths, 25f1 feet
<br />rF--
<br />nWmm beova, Lights.
<br />• Pa/< rhs// be 9+/++nir<d
<br />2. wlrlrg shall be adergraad to 1-1/2" M apprvued Conduit
<br />stdcl ar Aluminum �n
<br />uccardo, err r;/A GL L"nr
<br />rze
<br />(�» coalitions, may require varlatial of caNuit s as
<br />sb'dord 5"'of<.l,anr
<br />�,m d,e Gou,.a c
<br />aW by N ng,.,e a.- rias •Intl ba :mMlld toe
<br />direcceel M 'Ben Jaqu;n C--+, All fv,Ammrs shall tae
<br />- -- from either inside well
<br />costs. ALI grrandi, Cal,erctrs shall be taut or Iona a
<br />gree, bwdat>a,. All Gruel m cnolaotors shall have a .airs
<br />-
<br />ay l grirlsulution. Phase ming is not alla.al.
<br />ia.tta.
<br />A eoleting .nuc he penerlmt.0
<br />J'J'aewarvr Ground rod shot/ be
<br />JMMt� I
<br />J. O"erheeA sainnee to A Street Lighr Standard is roc Allowo.
<br />.O
<br />4. Conduit asstos al be ctplece Eros the Street Light to 6,e
<br />P.L. 6 E. source.
<br />uses. CoPPerwe/d.
<br />5. instill A Pull has by each Pleccrollet,
<br />Maoeewood Oaw�.Co.-d:nct 4va.n.,a
<br />LOCAT/ONS F02 STREET L/GN75
<br />Mo(., S+rant
<br />STREET LIGHTS
<br />TYPE AND LOCATION
<br />Ends of o// steel conduits enlering pas//All non-astellic conduit shall heave ,
<br />box Shoff be capped with O-Zp Type GB xo. a copper bonding/growaiag wire.
<br />bronze groonding bushings B connected (Gcept the connwir between the P.L.AE.
<br />together with A(C.B copper wire. I r service Point/pole and the first street
<br />light pan Dox). mese bonding/gr.une-
<br />i ing vires shall be connected in the pull
<br />/• r -- box aim cable
<br />A ( --- -- - - ---- A connectors - Births,
<br />i I Servit No. KS -15
<br />Steel Conduits P/odic F I_ r an approved equal
<br />(typical) Conduits I 1 aeecing CalTrans
<br />/yypiCo/) - spec iEic+tions.
<br />I I I
<br />Conduit shot/ not
<br />rare thin 3"info
<br />/eve/
<br />/B min.
<br />PLAN
<br />Tops of all cored
<br />entering pull box sbal
<br />be at lesser a.. Delve
<br />top of pull box and at
<br />least 2'• above the
<br />bactaa of pull box.
<br />//2'i8, Cgpperwe/d
<br />ground rod leouired in
<br />of/ pas.%boxes. Plan
<br />approval by County
<br />Engineerprior Jo
<br />instollolton reouired
<br />for grtobnd rod de/talion.
<br />All materials ad ilarallatic, shall be N accotda,re sdrh
<br />Saccus 86-1, 86-2 and Sf-6 of rhe Srace of cwtornia
<br />stirrarn Specificati—.
<br />T. Wcerpmof Pawl Splice fnm'err-s shall M insrallal - Uta
<br />Set evz/ box on 6"o/
<br />'
<br />Base of the Pole adjacent to the had role in wart, staaard.
<br />e. Wire N Pole fm" LmLaim to Pall Pox at b of Pole stall
<br />I.
<br />he 014 coPper mironnm sary err a avgla •"a1:av it, u!o cocoa!
<br />or 112 max. Pee grovel
<br />„hmnm saM,e co or eate ia,w,aita,
<br />r o.z6/v Cn+rr.
<br />9. wit, in Udergtaad colduit shall rot »e s -n llec rn:m Cto
<br />,Q •rb/< ern cpvr..
<br />copper setviag a sirgla ❑.anaire wires, les' of me srr,irw
<br />(i)Pirc<,
<br />parrot, 08 copper or lar ar srr cw or hore Lminafres.
<br />Io. 1TIe wtwr or mntractt or to, Lighlig Project is taqurrM
<br />to pay P.C. 6 E. Co. the ('amection see before acceptance by
<br />rF--
<br />Mon Joaq.+,n C--,+,.
<br />Maoeewood Oaw�.Co.-d:nct 4va.n.,a
<br />LOCAT/ONS F02 STREET L/GN75
<br />Mo(., S+rant
<br />STREET LIGHTS
<br />TYPE AND LOCATION
<br />Ends of o// steel conduits enlering pas//All non-astellic conduit shall heave ,
<br />box Shoff be capped with O-Zp Type GB xo. a copper bonding/growaiag wire.
<br />bronze groonding bushings B connected (Gcept the connwir between the P.L.AE.
<br />together with A(C.B copper wire. I r service Point/pole and the first street
<br />light pan Dox). mese bonding/gr.une-
<br />i ing vires shall be connected in the pull
<br />/• r -- box aim cable
<br />A ( --- -- - - ---- A connectors - Births,
<br />i I Servit No. KS -15
<br />Steel Conduits P/odic F I_ r an approved equal
<br />(typical) Conduits I 1 aeecing CalTrans
<br />/yypiCo/) - spec iEic+tions.
<br />I I I
<br />Conduit shot/ not
<br />rare thin 3"info
<br />/eve/
<br />/B min.
<br />PLAN
<br />Tops of all cored
<br />entering pull box sbal
<br />be at lesser a.. Delve
<br />top of pull box and at
<br />least 2'• above the
<br />bactaa of pull box.
<br />//2'i8, Cgpperwe/d
<br />ground rod leouired in
<br />of/ pas.%boxes. Plan
<br />approval by County
<br />Engineerprior Jo
<br />instollolton reouired
<br />for grtobnd rod de/talion.
<br />MEADOWOOD
<br />IMPROVEMENT PLANS-_
<br />DETAILS
<br />�. DEPARTMENT OF PUBLIC WORKS
<br />FESS/
<br />I GS COUNTY OF SAN JOAQUIN
<br />CIA
<br />I1
<br />ASS�f ALF AS SHOWN ! AF'F'RC)VFD BY DAT!
<br />IIVIb n IINGINL 177. RS H'i ARS - ---('
<br />F/'W>uN BY KS I'
<br />ao-9�f / CHL(:KF:J BY MMS
<br />-------
<br />xP
<br />' 2-l9-9- DIRECTOR OF PUBLIC WORKS
<br />DATk --- - ------
<br />-^. --- Ar" BUILT BY COUNTY OF SAN JOAQUIN
<br />NO.
<br />JOB NO.
<br />Set evz/ box on 6"o/
<br />'
<br />I
<br />3/4 mpx. crushed rock SECTION A A
<br />I.
<br />or 112 max. Pee grovel
<br />Ground rod B c/amp
<br />I
<br />N 3%l rwiea.rl she// be driven in corner o/
<br />rF--
<br />/Candw:t Pu// box no more than 3"
<br />- -- from either inside well
<br />-
<br />J'J'aewarvr Ground rod shot/ be
<br />JMMt� I
<br />-p
<br />uses. CoPPerwe/d.
<br />U
<br />/
<br />Steel conduit riser
<br />- - -
<br />- -
<br />aw tae/4 A to standard GROUNIDING
<br />DETAIL
<br />CONDUIT AND P.tN" bO)( LOCATION
<br />CONDUIT PULL BOX
<br />MEADOWOOD
<br />IMPROVEMENT PLANS-_
<br />DETAILS
<br />�. DEPARTMENT OF PUBLIC WORKS
<br />FESS/
<br />I GS COUNTY OF SAN JOAQUIN
<br />CIA
<br />I1
<br />ASS�f ALF AS SHOWN ! AF'F'RC)VFD BY DAT!
<br />IIVIb n IINGINL 177. RS H'i ARS - ---('
<br />F/'W>uN BY KS I'
<br />ao-9�f / CHL(:KF:J BY MMS
<br />-------
<br />xP
<br />' 2-l9-9- DIRECTOR OF PUBLIC WORKS
<br />DATk --- - ------
<br />-^. --- Ar" BUILT BY COUNTY OF SAN JOAQUIN
<br />NO.
<br />JOB NO.
<br />
|