|
1
<br />rl-Z TOMOMMON
<br />VIEW A -a ..Ih 43" 4� 9r Nw •I
<br />MMI .efll
<br />VEW B -B
<br />1
<br />1 EaPwed delve Typal
<br />\\ fdi00\nNG DETAIL
<br />\\\ (kMeefakd lkwrigwla
<br />\ I� :Pewee WNW Ma.
<br />!Pd' Nkpef aeNr1 p en•Nr
<br />♦ M•1Me
<br />\ _
<br />}•6wenN tepee A'DG .
<br />• `\ Iter
<br />Ile
<br />\
<br />4�J
<br />Ea oonew ANSI Toa"
<br />0
<br />�Jr Fe:N e/ GA
<br />GwNw■
<br />NOTES:
<br />1. r F p a 41 Tea Stood N Z%eiM ONS SIMM. as 6' NIA hWIM Meer a r DON No 1--"m
<br />Steel, kai6w w ♦ Ifo tePsaiae PW p MwM w rte►
<br />L ewe e.w N Mho MMwtr w M r M reerd adw w .•e". Pldo well.
<br />Se. 3k ld 9-y a -S, w 9-6 M Cob, w A Sldawfd 01I ; will Sew 9M PIs I19 -s tar
<br />w fever.
<br />WHEELCHAIR RAMP
<br />PLAN
<br />Letter 'S'p4cad
<br />f a4nfer aY eewrr.
<br />SECT/ON A -A
<br />LAMPHOLE ~'M by
<br />Dr.wwby YJ,. J RING&COVER �.
<br />rawer R. w. CITY OF STOCKTON °in l' S9
<br />Ssb Hens . OWARMANT OF PUWc 9YOVM Ns.
<br />vAfN wip afr.rkh; plwl to w
<br />Mlles Illdl Mo wktwo pMmtM
<br />IN awllly N tNeYrw.a.
<br />EWpq PC
<br />0 (knlNel h Q'sYRbfwN
<br />F4-me.Of b . min.NMiw emeeNr
<br />(TYAI .10 Made yYMwMN
<br />MIeIYMn, f 90% _
<br />- - - oYfafda ahsldd 90 - - -
<br />Gmpxtkx'notkrwe,
<br />% a .IN.
<br />O - Matin sSNoxM4 6
<br />O r 65 Y.. tr
<br />01_ cNNDW ON G. aftel -
<br />N a PnkM
<br />a . o. a• lo• Co.
<br />17
<br />eta, rel.l,.a wweacliw Me Min.
<br />O. D.+YO'Now it 90 %. O. D.e20•I/ia
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />tATEi
<br />L Mlslin eMe•Wr r ra•iN MMI A, DODO by pa ark w cos wMe,
<br />Dalt. w TrwawMrn iwSq Www, DON WNW W CwwW 216 w231.
<br />L Al MwM PN.wrd •M6 M .alk rl In W wow r hwWf •.pMM
<br />1 AMM w Panrq OR be WI W wwil 9Y rrl 16011 r Ww wXh S yw MN6
<br />4•WMn Nlle.s A see mnlleNflen N •wpeadNey, MfWr Pa.w (90%)
<br />seeeSaam tow M W, .dlM NFsre.ae of r Dkspr At PNM wwte
<br />TYPICAL TRENCH BACKFILL
<br />' \ Sn5/jn/x�DriffinS Ns.S!
<br />' fir AIn� to over.
<br />PLAN
<br />A'i}ter•! Ground
<br />61
<br />ON
<br />orPwement. '
<br />..rdism. pipe
<br />M
<br />ELEVATION END VIEW
<br />,NOTE'
<br />le neo /os eki tiff of ead of an Jofllrery /reek lines
<br />Ik e.YNw - APPrevey
<br />1 :7-1-9a LAMPHOLE 1 DOJ
<br />r✓. CH .1
<br />cher - CITY OF STOCKTON "•" 'f /we r 58
<br />i.sN A•ne MARTMOIT W N YfOM(f On W.
<br />I
<br />f
<br />Iy .
<br />CM oto I. N C. - new
<br />BLOCK
<br />l S2n:Z_ 1
<br />r
<br />TM of PeYSflael Paoli
<br />BY CAL -WATER
<br />i
<br />'
<br />u�
<br />2'
<br />01e of 9• str d frwM N
<br />•' Can, A•wn ly
<br />A. C.
<br />e.
<br />At
<br />\ SwNtY to
<br />Na w Srl }'MI kw Pb data
<br />lerllfislbn NwYa
<br />TYPICAL SECTION
<br />A SUR et A
<br />NI j R
<br />ON
<br />k• RaWM Idles
<br />N•Ir ;r Saw N.Wr. u Nen
<br />I-}
<br />1}' s• 01a.plr
<br />SECTION A -A
<br />SURVEY MONUMENT
<br />FRAME B COVER ASSEMBLY
<br />evi}:te'"S•A pPM "OLE
<br />I
<br />;M
<br />t
<br />' I a1}' MCY Net[
<br />P AN VIEW
<br />IT 11
<br />w
<br />SECTION A -A
<br />1 ww_W.rewe if}i
<br />�/`\\ IT
<br />SECTION H SECTION K
<br />Z=- Prem• er CNw Ws be
<br />tea Ch r..w•hMNfsyeril2
<br />- N • WN,4Nr1 fit.
<br />FRAME B COVER
<br />(Mq�)
<br />Property Line 1 Properly Lint -60R/W "
<br />.--.I pcfe efCwh,
<br />INSF .IINS 4Riscr.- �4aRiter
<br />is Dp. 4)
<br />l4ePipe loSewarAl+in 1• /aPSewerMain
<br />b
<br />SIr I
<br />CASE (Sea Divgl 64) CASE 12 (Soo D-9. 64)
<br />TYPE A4 CURB, GUTTER TYPE Deof £'CVAB,
<br />with SIDEWALK GUTTER a7d510fNALK
<br />Trwzwiz •/SshdAvieer.
<br />p,,,nr)D L;ne� -.I/j� E+rfrnd 2',rbafe y-asd. '
<br />--apntrd'S'in Wik4 or '
<br />NorE5 sof IWO Ak2,
<br />/. When modified Curb, Outterand Si*wiflk, meandering Sidewalks,
<br />or any other special vexes are enco/mtered, C/fanouifanpl other Utility
<br />/o Afo 5Aa//be determined by the EnSkfeer at time Subdivision P/xu
<br />.ore Ju mitted fortdrtifnn appraw/and by the
<br />City Erymur. pI, -r"or-Y"com-
<br />L el, limbi aSte en an athe, Mo a %hi10/Yo.
<br />2 T-1-63 FM
<br />6.YW toyAyq.NNi(7
<br />tT 7-1-e4 HOUSE LATERALv - -
<br />IN.we by y1l
<br />D.b U l J t•
<br />c■.e.d CITY OF STOCKTON
<br />5.1. None WAATN9Nr Of PUB= YYOSKt NN 63
<br />wfMM ebA-ree.N. 1eM/ .
<br />W,wMN.w w Trr. an Sr A•. r'
<br />INS, a..
<br />I I i
<br />I I I•I L
<br />'r
<br />Ila.w Ir. n•C 4tonNow,•.MN ti..pew NdYfIwN1akI.u..a, wMO%
<br />pn*" a w IrMlr
<br />D.IM. Rr Met W 31
<br />M Nita. L
<br />TYPE NAY 1
<br />ArMd.e NP -eves Ione E:ND
<br />Ca W34 2V >W'
<br />CMN, M FNMN ' 61M-fMll
<br />N•/ Cwe
<br />WH
<br />itaw-wit Per,
<br />I�n( ofoo Trac an
<br />ti
<br />CENTER REFLECTOR
<br />FOR TYPE `AY BARRICADE
<br />L
<br />Iti
<br />rwM.W waits Nn L_
<br />nowsr,re r r w waw w:q 2
<br />..s NO 4fs.r hare Mrr w -
<br />a Mr... rae.e r S.N. TYPE ■BN
<br />Da., soft-/
<br />24" Db. Cawu-
<br />NO.M
<br />BARRICADES FOR
<br />TERMINATING STREETS
<br />j 1" below new line of gunner
<br />� -j 24, _
<br />PLAN of FRAME
<br />SECTION
<br />NOTES
<br />I: All exposed steel shall be coated with 2 coats of coal tar pitph -
<br />heated to a minimum of 180•F or galvanized.
<br />2. GT is pprams onA $Lite Mlet sural eon}fK m to PINKERTON A-645 from
<br />wt eflher 1-390 nvded ar A -390-M faDflcakd steel grate.
<br />3. Grate shall be chained to Frame.
<br />4. Grate shall be depressed IN below gutter profile grade.
<br />5. 24" Pipe Barrel shall be Class II R.C.P., or Class 2 or 3 Nvn-Reinforced
<br />Concrete Pipe. -
<br />Nrw er YSw
<br />eve
<br />to tl;
<br />n` Y .Y) r
<br />I
<br />wca
<br />www
<br />t W eYwn I2'w,
<br />A•pr
<br />awww 2a' YIL L'ew bon. rlw
<br />Stec N doe, IY sq)
<br />CYwow
<br />w.rIer If.
<br />tr.
<br />t@Ti ,
<br />L PIrMPIPep%I%'LO. AN 10 rWl M DON• NO .Metfde, w ehl IUH WI
<br />P*MhyN AN .SNrnNw by 'DNapNe'. •owPN.e• w sA told
<br />.Ih Nolen Prot npl, of 160 W.
<br />L Plrtk Pi" AN 2' O.D. a•,.. "A M Ps 2110 PoliMrrp NO pprwed
<br />ted with d.bYM SeMona aware M IW ML
<br />■ DwlwMlw Mq "I Mn wP lien cad e.ede.
<br />4.
<br />Angle sup "it Mn owiM vel N lock wrP.
<br />S Asse Mit 1110Y M wMkMly PYw1 4.
<br />6. Sin M wrae Yr WY M A, n"kid M the ColdY.
<br />T. Ydw ads -ton Nowaf iet 00 -, N.. % ASTM Dreplkn D 2Y3S.
<br />24' W. ON S6• Nle
<br />we
<br />J1411 I AIN [DoE
<br />jErr
<br />:M
<br />TYPICAL STREET BION
<br />NOTED:
<br />I Or MnM oip k Heid
<br />r •Net kr.ra.CHN,
<br />2 son p.flbwt aM In be eeeww
<br />ken pa Sac Je,lln OYdy GPM-
<br />mwd It Pborq r Mr4 lowna e.
<br />3See kalreYaw- Pons as brlfen
<br />N STOP Note, was, weI
<br />4TM Welk of IM Wow alp wNr
<br />M
<br />NO ON, Wwh M IW rlMl
<br />rets.
<br />Editorow
<br />Pwwat, '
<br />/ aeon r shlwldl
<br />w 6aM of CYN.
<br />NOTES,
<br />LTM M,MNMsI aanwn WWI M Meimi
<br />A SON, , do 9 We A -t
<br />LFw uA ladtw N tidwslk daWh, 10.1 to
<br />hw.r 2Nndwd No 11-4 end Na 0-5.
<br />Sal Yd.rea etawka 30' rdfew ler 04' IVW SIMar
<br />N a 20' MOkr IM Old N 66 OVI Stool,
<br />at Nw Ise M th. Owl, Mwl be eeeWAd
<br />GUERNSEY AVENUE 9 GREY FOX PLACE
<br />E strait R/W'
<br />Its
<br />sex
<br />YI 3'1 Y'�-ti''h% I %i'�•IY S.Y.
<br />EAGLECREST f Skwt DRIVE
<br />e/W I fire
<br />6O
<br />30,-
<br />201_1 r1l3
<br />rw- water line
<br />NOTE; All rook -if w.Nr S - Sanitary Sewer line
<br />eN.,wiae Mrf ON
<br />Ow.ard wt. 'W' Is "E" S 1
<br />rt IN IdwMy wwa. lecol.
<br />i
<br />t- Wnisl Cak N no.
<br />}• I %py-NFiNN I Lp•I Lr•
<br />DwwM!•w{Dk..24'oMNdI 12 -
<br />raw N wn .. AN, eW ••r••6• 6• I
<br />pwF r/wekn Mw.
<br />MONOLITHIC BEVEL TYPE {
<br />CURB A GUTTER
<br />V -D• MW
<br />♦'-o' Nkirm I9ie..Mk1 t 12---t-72'-0' DONS• IWO
<br />area, Fd AN ,}• I `- r at gllen.
<br />1 Lw•I Uwo
<br />A61 ff
<br />a. OEM
<br />DNak••ew } M. a N' wee4l
<br />12'6, L. Peed r wrpMd
<br />we Oft pYiigY Yry
<br />MONOLITHIC BEVEL TYPE
<br />CURB, GUTTER B SIDEWALK
<br />NOTED:
<br />L Crrw1 epraieA ) WM fA 200' cors r w nrrea, weN EEM "We.
<br />&VPr__ r el•w tlaw owl a Sid k
<br />L Trwrws wM..w ller W. Mr as e...N.elw 12, ,"Not, deraW.
<br />STANDARD STREET TYPICAL CURB, GUTTER. B SIDEWALK
<br />SIGN DETAILS SUBDIVISION STREET SUBDIVISION STREETS
<br />CM oto I. N C. - new
<br />BLOCK
<br />l S2n:Z_ 1
<br />r
<br />TM of PeYSflael Paoli
<br />BY CAL -WATER
<br />Rod ,irwaed awwele
<br />Per rWwl •a,
<br />'
<br />u�
<br />GRATE
<br />PLAN of FRAME
<br />SECTION
<br />NOTES
<br />I: All exposed steel shall be coated with 2 coats of coal tar pitph -
<br />heated to a minimum of 180•F or galvanized.
<br />2. GT is pprams onA $Lite Mlet sural eon}fK m to PINKERTON A-645 from
<br />wt eflher 1-390 nvded ar A -390-M faDflcakd steel grate.
<br />3. Grate shall be chained to Frame.
<br />4. Grate shall be depressed IN below gutter profile grade.
<br />5. 24" Pipe Barrel shall be Class II R.C.P., or Class 2 or 3 Nvn-Reinforced
<br />Concrete Pipe. -
<br />Nrw er YSw
<br />eve
<br />to tl;
<br />n` Y .Y) r
<br />I
<br />wca
<br />www
<br />t W eYwn I2'w,
<br />A•pr
<br />awww 2a' YIL L'ew bon. rlw
<br />Stec N doe, IY sq)
<br />CYwow
<br />w.rIer If.
<br />tr.
<br />t@Ti ,
<br />L PIrMPIPep%I%'LO. AN 10 rWl M DON• NO .Metfde, w ehl IUH WI
<br />P*MhyN AN .SNrnNw by 'DNapNe'. •owPN.e• w sA told
<br />.Ih Nolen Prot npl, of 160 W.
<br />L Plrtk Pi" AN 2' O.D. a•,.. "A M Ps 2110 PoliMrrp NO pprwed
<br />ted with d.bYM SeMona aware M IW ML
<br />■ DwlwMlw Mq "I Mn wP lien cad e.ede.
<br />4.
<br />Angle sup "it Mn owiM vel N lock wrP.
<br />S Asse Mit 1110Y M wMkMly PYw1 4.
<br />6. Sin M wrae Yr WY M A, n"kid M the ColdY.
<br />T. Ydw ads -ton Nowaf iet 00 -, N.. % ASTM Dreplkn D 2Y3S.
<br />24' W. ON S6• Nle
<br />we
<br />J1411 I AIN [DoE
<br />jErr
<br />:M
<br />TYPICAL STREET BION
<br />NOTED:
<br />I Or MnM oip k Heid
<br />r •Net kr.ra.CHN,
<br />2 son p.flbwt aM In be eeeww
<br />ken pa Sac Je,lln OYdy GPM-
<br />mwd It Pborq r Mr4 lowna e.
<br />3See kalreYaw- Pons as brlfen
<br />N STOP Note, was, weI
<br />4TM Welk of IM Wow alp wNr
<br />M
<br />NO ON, Wwh M IW rlMl
<br />rets.
<br />Editorow
<br />Pwwat, '
<br />/ aeon r shlwldl
<br />w 6aM of CYN.
<br />NOTES,
<br />LTM M,MNMsI aanwn WWI M Meimi
<br />A SON, , do 9 We A -t
<br />LFw uA ladtw N tidwslk daWh, 10.1 to
<br />hw.r 2Nndwd No 11-4 end Na 0-5.
<br />Sal Yd.rea etawka 30' rdfew ler 04' IVW SIMar
<br />N a 20' MOkr IM Old N 66 OVI Stool,
<br />at Nw Ise M th. Owl, Mwl be eeeWAd
<br />GUERNSEY AVENUE 9 GREY FOX PLACE
<br />E strait R/W'
<br />Its
<br />sex
<br />YI 3'1 Y'�-ti''h% I %i'�•IY S.Y.
<br />EAGLECREST f Skwt DRIVE
<br />e/W I fire
<br />6O
<br />30,-
<br />201_1 r1l3
<br />rw- water line
<br />NOTE; All rook -if w.Nr S - Sanitary Sewer line
<br />eN.,wiae Mrf ON
<br />Ow.ard wt. 'W' Is "E" S 1
<br />rt IN IdwMy wwa. lecol.
<br />i
<br />t- Wnisl Cak N no.
<br />}• I %py-NFiNN I Lp•I Lr•
<br />DwwM!•w{Dk..24'oMNdI 12 -
<br />raw N wn .. AN, eW ••r••6• 6• I
<br />pwF r/wekn Mw.
<br />MONOLITHIC BEVEL TYPE {
<br />CURB A GUTTER
<br />V -D• MW
<br />♦'-o' Nkirm I9ie..Mk1 t 12---t-72'-0' DONS• IWO
<br />area, Fd AN ,}• I `- r at gllen.
<br />1 Lw•I Uwo
<br />A61 ff
<br />a. OEM
<br />DNak••ew } M. a N' wee4l
<br />12'6, L. Peed r wrpMd
<br />we Oft pYiigY Yry
<br />MONOLITHIC BEVEL TYPE
<br />CURB, GUTTER B SIDEWALK
<br />NOTED:
<br />L Crrw1 epraieA ) WM fA 200' cors r w nrrea, weN EEM "We.
<br />&VPr__ r el•w tlaw owl a Sid k
<br />L Trwrws wM..w ller W. Mr as e...N.elw 12, ,"Not, deraW.
<br />STANDARD STREET TYPICAL CURB, GUTTER. B SIDEWALK
<br />SIGN DETAILS SUBDIVISION STREET SUBDIVISION STREETS
<br />TYPICAL STORM
<br />SEWER MANHOLE
<br />call sae W
<br />ma-Sonar .hacks/
<br />FOR ALL STREET rwM we Ire
<br />LOCATIONS
<br />r w e
<br />r A.M•D C•wer_-\, nt• rs.W old
<br />LOCATIONS
<br />Celvm sr.
<br />Wife
<br />b M
<br />ErrWwfo meow Oita.
<br />CPN,efe NM Me
<br />wMaw, Ydwf WYn
<br />Be. ON beers k back
<br />of WaNMY.
<br />.NOTES:
<br />1. wee SON MO, w w M CMiafy W 05, OrMw WIOfT w 4-TT,W MSM.
<br />2. Ad WIN N r IIMe woll MM SwCNned MSM, wleMs.
<br />j 3. Ealwdw. Mw M r .w.sacp,.d' W fon wee 5. w .a P.PaM o1 awract
<br />Wee a M ww.
<br />-'-'enbr of NoMole to be coaled
<br />accordance rilh S'erlion 27-1.09
<br />1M SlOndard Sp.cifirveiws.
<br />This type ,,:hors s7n11
<br />be NPfd whert,-
<br />diffQeecs err e2soatiYat�
<br />betu•eh -thc'tea'-of Mo.
<br />must pipe and the :overt
<br />of the f4eder or eolleezor
<br />sever sm4sda W. .
<br />PLAN Sfsd=rd hwea S d Covert
<br />`Soxafa ]/e fad. bsed -
<br />SECTION A -A SECTION ?-8
<br />4 7-1-14 NOTES
<br />L-7rr .Wi.f-Resa Spiders COWds C,owfhfp. Solves
<br />3 7-I-03 wala ar jWxr got perawlee. -
<br />2-82pill,2: ?-arm. torr er louplr pts• 24's," fs p/Nt /1st leu B'.
<br />SANITARY SEWER DROP "" d•7
<br />IN NEW MAN HOLE "y=r
<br />clwabl o.w.. CITY OF STOCKTON Dom",:;s. •. 52
<br />Srl. Kat, 9WAQMYa as NO= WOW n !1•
<br />THRUST ,BLOCK '-DETAILS -
<br />45. 11eo.
<br />- N l
<br />:^ l•� I '�� i -r Ns -4
<br />I' Y TYPICAL SECTION THRU
<br />CAST IRON BEND TEE OUTLET DEAD-END THRUST BLOCK
<br />CM oto I. N C. - new
<br />BLOCK
<br />r I.e,wwr lISIPSd "C-5
<br />TM of PeYSflael Paoli
<br />BY CAL -WATER
<br />Rod ,irwaed awwele
<br />Per rWwl •a,
<br />'
<br />2; 3'. 4'A 6• Monks
<br />FITTINGS
<br />AS SINN
<br />-
<br />6" LINE
<br />..... eve..
<br />r :r
<br />As pow macre}. N 'i
<br />oonY w pwb• M -
<br />-6'
<br />barb ir•Yto N w- Im
<br />ewlfat
<br />221 '
<br />P est i ow ne.kda
<br />2,-C
<br />Cor r
<br />now. aeracWa
<br />_
<br />Mal
<br />Ir,r,Sssts
<br />Pew A
<br />45•
<br />d new s ,rSadt
<br />Isew
<br />f
<br />3-
<br />'
<br />1
<br />5'-6
<br />f
<br />4'1I-.
<br />-r c. fin
<br />2-0
<br />NM Pn two,
<br />I c-
<br />M Moond N pwwd
<br />e
<br />'
<br />by M LNerw.
<br />A
<br />ELEVATION
<br />STORM SEWER
<br />MANHOLE
<br />•NOTE: A f -r a.e.r m g M W
<br />N•Iweaed by r Ee91Mr
<br />TYPICAL STORM
<br />SEWER MANHOLE
<br />call sae W
<br />ma-Sonar .hacks/
<br />FOR ALL STREET rwM we Ire
<br />LOCATIONS
<br />r w e
<br />r A.M•D C•wer_-\, nt• rs.W old
<br />LOCATIONS
<br />Celvm sr.
<br />Wife
<br />b M
<br />ErrWwfo meow Oita.
<br />CPN,efe NM Me
<br />wMaw, Ydwf WYn
<br />Be. ON beers k back
<br />of WaNMY.
<br />.NOTES:
<br />1. wee SON MO, w w M CMiafy W 05, OrMw WIOfT w 4-TT,W MSM.
<br />2. Ad WIN N r IIMe woll MM SwCNned MSM, wleMs.
<br />j 3. Ealwdw. Mw M r .w.sacp,.d' W fon wee 5. w .a P.PaM o1 awract
<br />Wee a M ww.
<br />-'-'enbr of NoMole to be coaled
<br />accordance rilh S'erlion 27-1.09
<br />1M SlOndard Sp.cifirveiws.
<br />This type ,,:hors s7n11
<br />be NPfd whert,-
<br />diffQeecs err e2soatiYat�
<br />betu•eh -thc'tea'-of Mo.
<br />must pipe and the :overt
<br />of the f4eder or eolleezor
<br />sever sm4sda W. .
<br />PLAN Sfsd=rd hwea S d Covert
<br />`Soxafa ]/e fad. bsed -
<br />SECTION A -A SECTION ?-8
<br />4 7-1-14 NOTES
<br />L-7rr .Wi.f-Resa Spiders COWds C,owfhfp. Solves
<br />3 7-I-03 wala ar jWxr got perawlee. -
<br />2-82pill,2: ?-arm. torr er louplr pts• 24's," fs p/Nt /1st leu B'.
<br />SANITARY SEWER DROP "" d•7
<br />IN NEW MAN HOLE "y=r
<br />clwabl o.w.. CITY OF STOCKTON Dom",:;s. •. 52
<br />Srl. Kat, 9WAQMYa as NO= WOW n !1•
<br />THRUST ,BLOCK '-DETAILS -
<br />45. 11eo.
<br />- N l
<br />:^ l•� I '�� i -r Ns -4
<br />I' Y TYPICAL SECTION THRU
<br />CAST IRON BEND TEE OUTLET DEAD-END THRUST BLOCK
<br />NOTED, 1, W Nfd bbew ahW ".AN=
<br />sawn., NIr1wMa vel wit Nlfw
<br />M Oau 'e" Carr.
<br />2 Trw, Mew simswie, wife
<br />MNYiafw r wt" N Not
<br />Mw" wan w 1000 PwMa
<br />ON, rows fee.
<br />C_onude Co9ar Contiruciien.
<br />l /fay//llenho/rs in ---
<br />/Sir C. aver Gncn/e �. f iree/P-vemcni •rr�.
<br />Nmthol, }roes and Saver to
<br />A"ish SMA 'a• 1 - - noafonn to _tcdm c
<br />No. 54. Grokt }read to
<br />grads rinp. Slope to match
<br />fee
<br />o • ` k 1jtn&,-6• Prscaet Roinfore
<br />+' • �- , Cors rte asnde NOW as
<br />nary .
<br />T'
<br />is
<br />•:% Precast Reinforced ConaMfric
<br />lrrrmor ofMfnhe/sb-MM91,04 CON+•
<br />b b. cssiedin:zordtn ce
<br />with Jd4tien 71-1.09 of the-
<br />-'. JfSrietrdspscifiu/isns. '?' - - -
<br />` Tongue and Groats io me
<br />a - r fps' lfartm•.Morlerell Gnes
<br />y Ainks one Seclions 24mix.
<br />s: f
<br />M.N. Pipe Stations.
<br />POOi
<br />`..1 '• y . ' . - Clue "no to for .I
<br />ones.
<br />ROM:
<br />Pre,ast Reinfor_ed Coatorte.tlmitols Unite +KOLL conform to A.S.T.M.•C-478.
<br />Prior
<br />PfP,.Arf,af wf ob me before
<br />e for Cram base e!:renhale. Fl of Dr j& r
<br />IR•ior approval tmiSt he obtairud before 4.ata11ir�7 =re than lis of Pte+ �*-0+•
<br />"1 e-1-82 MANHOLE TYPE I FOR PIPES A,!"•Yadb7
<br />I a-1-e
<br />,nby yj 33• DIAMETER OR SMALLER
<br />cNwked CITY OF STOCKTON 551
<br />DO.r µNs' 0@ARMW OF DUMC WIDAM D,ewW Na
<br />3
<br />m
<br />1
<br />MM M. FM r N Lb
<br />Mar NO blpeYer, $e N.. E-2
<br />DOsok-OH AW
<br />Y•marew Er1
<br />r
<br />w.rer Nar Ceswr. AdMer Black ••'•1D•�T
<br />6•e Plc•
<br />Flow by Ri,q-Tar Adele•
<br />Cale Tom 9tr - (Ao. Meow) Can, TNfw OWNS. 1
<br />MN• r WwwwaM 6' Ft w FLgw A ROOM, r Soo, .dad
<br />SradeNd W. E•) nip -Tic pp WM. EMIMd W. E-3.
<br />\11-TWON Ile N TM No Edd.
<br />IffiIEtL
<br />I. F.a "NONp MM M decd SAr44• Mw IeMq
<br />dY
<br />'0, rnarw N sweet.
<br />2 fin N1d wr MMI W SMp N hon ad vets.
<br />3. Fn Nfdaw IS M Amwrwf Dwbq e i 9.629. D,aw r A R MY, 929
<br />tiowfat" NwIWM
<br />•Cres, w hC."
<br />.NN'. CSiM'. w parww •eel (2K}•
<br />• 1.4' S;Wft)
<br />♦ 0, verve MOM No ..pro N 1M ter FW DkdM.
<br />4 Ad Mfw4a MSE M lakled OSHA odley yo N w M
<br />Nalem by rets Fie Damot -
<br />WATER SERVICE
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />I
<br />BY CAL -WATER
<br />FITTINGS
<br />*AM I
<br />B
<br />FITTINGS
<br />I A
<br />B
<br />6" LINE
<br />10" LINE
<br />221 •
<br />-6'
<br />-6"
<br />221 '
<br />3'-
<br />2,-C
<br />45•
<br />E--0'
<br />2'-0
<br />45•
<br />4'-7
<br />-
<br />f0•
<br />3-
<br />Y-8
<br />90•
<br />5'-6
<br />,-
<br />TEE QITLEi
<br />-0
<br />2-0
<br />TEE OUTLET
<br />I c-
<br />4 -
<br />DEAD END
<br />-0 1
<br />7-0-
<br />DEAD END
<br />I -Irl
<br />W-01
<br />LINE
<br />12 LINE
<br />92112'
<br />r-0'
<br />Y'-0'
<br />221
<br />37=-.'0•
<br />V-0•
<br />43•
<br />3-0
<br />2'-6
<br />45'
<br />4-0
<br />TEE OUTLET
<br />3-
<br />TEE OUTLET
<br />'-i
<br />4-0
<br />DEAD END
<br />3-6
<br />3-0
<br />DEAD END
<br />'-i
<br />4-0
<br />NOTED, 1, W Nfd bbew ahW ".AN=
<br />sawn., NIr1wMa vel wit Nlfw
<br />M Oau 'e" Carr.
<br />2 Trw, Mew simswie, wife
<br />MNYiafw r wt" N Not
<br />Mw" wan w 1000 PwMa
<br />ON, rows fee.
<br />C_onude Co9ar Contiruciien.
<br />l /fay//llenho/rs in ---
<br />/Sir C. aver Gncn/e �. f iree/P-vemcni •rr�.
<br />Nmthol, }roes and Saver to
<br />A"ish SMA 'a• 1 - - noafonn to _tcdm c
<br />No. 54. Grokt }read to
<br />grads rinp. Slope to match
<br />fee
<br />o • ` k 1jtn&,-6• Prscaet Roinfore
<br />+' • �- , Cors rte asnde NOW as
<br />nary .
<br />T'
<br />is
<br />•:% Precast Reinforced ConaMfric
<br />lrrrmor ofMfnhe/sb-MM91,04 CON+•
<br />b b. cssiedin:zordtn ce
<br />with Jd4tien 71-1.09 of the-
<br />-'. JfSrietrdspscifiu/isns. '?' - - -
<br />` Tongue and Groats io me
<br />a - r fps' lfartm•.Morlerell Gnes
<br />y Ainks one Seclions 24mix.
<br />s: f
<br />M.N. Pipe Stations.
<br />POOi
<br />`..1 '• y . ' . - Clue "no to for .I
<br />ones.
<br />ROM:
<br />Pre,ast Reinfor_ed Coatorte.tlmitols Unite +KOLL conform to A.S.T.M.•C-478.
<br />Prior
<br />PfP,.Arf,af wf ob me before
<br />e for Cram base e!:renhale. Fl of Dr j& r
<br />IR•ior approval tmiSt he obtairud before 4.ata11ir�7 =re than lis of Pte+ �*-0+•
<br />"1 e-1-82 MANHOLE TYPE I FOR PIPES A,!"•Yadb7
<br />I a-1-e
<br />,nby yj 33• DIAMETER OR SMALLER
<br />cNwked CITY OF STOCKTON 551
<br />DO.r µNs' 0@ARMW OF DUMC WIDAM D,ewW Na
<br />3
<br />m
<br />1
<br />MM M. FM r N Lb
<br />Mar NO blpeYer, $e N.. E-2
<br />DOsok-OH AW
<br />Y•marew Er1
<br />r
<br />w.rer Nar Ceswr. AdMer Black ••'•1D•�T
<br />6•e Plc•
<br />Flow by Ri,q-Tar Adele•
<br />Cale Tom 9tr - (Ao. Meow) Can, TNfw OWNS. 1
<br />MN• r WwwwaM 6' Ft w FLgw A ROOM, r Soo, .dad
<br />SradeNd W. E•) nip -Tic pp WM. EMIMd W. E-3.
<br />\11-TWON Ile N TM No Edd.
<br />IffiIEtL
<br />I. F.a "NONp MM M decd SAr44• Mw IeMq
<br />dY
<br />'0, rnarw N sweet.
<br />2 fin N1d wr MMI W SMp N hon ad vets.
<br />3. Fn Nfdaw IS M Amwrwf Dwbq e i 9.629. D,aw r A R MY, 929
<br />tiowfat" NwIWM
<br />•Cres, w hC."
<br />.NN'. CSiM'. w parww •eel (2K}•
<br />• 1.4' S;Wft)
<br />♦ 0, verve MOM No ..pro N 1M ter FW DkdM.
<br />4 Ad Mfw4a MSE M lakled OSHA odley yo N w M
<br />Nalem by rets Fie Damot -
<br />WATER SERVICE
<br />VALVE BOX
<br />THRUST
<br />BLOCK DETAILS FIRE HYDRANT
<br />I
<br />BY CAL -WATER
<br />BY CAL -WATER
<br />BY
<br />CAL -WATER
<br />i
<br />R
<br />AS BUILT PLANO
<br />APPROVED 19 APPROVEDall REVISIONSSCALE HORIZ NONE 4 Q�pfESS1 Nq JOB. NO. 2364 EAGLECREST UNIT TWO STOCKTON, CALIFORNIA SHEET
<br />APPROVED AS TO SANITARY SEWER ONLY. NO. DESCRIPTION DATE BY WONG`ENGINEERSI INC. t�0 a�NCE w �f„ DATE JUNE 1989
<br />v PLANNING ENGINEERING SURVEYI 4 `G 06' 0•y SCALE VERT
<br />STOCKTON, CALIFORNIA rn
<br />4�-..... IY eye. 3-81-43 a DRAWN DETAIL SHEET of FOUR
<br />r. JAMES B. GIOTTONINI , CITY• ENGINEER w N0, 14,269 �T -
<br />3 _ R.0 ar 0. 1426 DESIGN WE
<br />y 141 CHECK FILE
<br />PIMr)er r wtewe M. 1eedM a,fAtpI11M
<br />r' S .. _ .'., i <... % .. d . ,n � •e... ., � "a .r ..:-y . .r. .... ..t. .n'.. TM: � ..: yfs .:nt .. - _" ,. _ M _ A P s
<br />e.-
<br />
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