|
o'
<br />.F.c
<br />r!
<br />2 -:oh to be Irc ,rL
<br />Co. (5 -.-f
<br />Save- ttc, }_t
<br />a
<br />G7 -ritaY
<br />- S.o--_
<br />iwnter>
<br />Pry HO;c -�
<br />1-1/2' Dc. Grout rolcs.
<br />3 "des tQVL<1' °PeceL
<br />AN
<br />97-
<br />25 3/4
<br />25 1/2'
<br />QLidIcJlLi.
<br />oll, Hole
<br />or ace elite c
<br />t9^
<br />wrJf c'tJrc :.c.c
<br />- /<'
<br />I- . -/q pA' 1/2•
<br />rtecswcd I I
<br />L.
<br />i -32 3/8-1 -
<br />ffi➢2+Ai
<br />NOTES SECTION
<br />nil ve- to be Pinkerton -G2 . D+L
<br />1. nlya,Dle frame z u A 4
<br />A1094 fume .•I'.h A-1032-16 Lover.
<br />2. Gover shall be desiGned ;c wi�hstand H - 20
<br />Highway Loading -
<br />3. Frame and Cover shag be, fully nachined to assure
<br />interchangeability mad close. quiet fit.
<br />4. See Section 75 - L02a of 5tandard Spedfications.
<br />eaA[i,TARY SEWE}Z OFiL`ir
<br />No. BLL S(R By i fvm 8<
<br />I 7/1/90 RGI MANHOLE FRAME _ GOVER
<br />No= 7/1/90 QfT 101am
<br />etc: Br RG r,,, CITY OF STOCKTON aSIIP�u °�fzf4
<br />u By 4N No¢ BLPtr7G37 or Pueuc ►pito, 7rveA 54
<br />l
<br />I
<br />JIB I J ;.z I
<br />(ore E.r
<br />71 I .I LIZ!nicc 1
<br />iI /4�F/pe;e Sc. 6'r'.=_/.- lie S%rver %`ir
<br />I i I I I cls I 1
<br />I til`
<br />CASE /' (566 Dwo 64) CASE 2 (Ss6 Dwg 64)
<br />T YPc 14 CORo, &UTTER TYPE D9 or E'CIJXS
<br />riir .5i0fYI,ALK GUTTER �n&'S1DL'Y/FIL
<br />vA
<br />�,-o��;_L nc ' I� cx.mC12'16..-m yrcunl
<br />GS_ _ Y"to/1- % lief: sSel'S rm WJ/ri G!
<br />c I
<br />oii I 4
<br />°le I c c= nrrb
<br />cASG / -
<br />-a °!e
<br />�i
<br />1x /4 Pic ro Scwu M.In, rg
<br />w=v.inc.t . h n
<br />P/v9� 1
<br />"Y or "7-conxch6l,
<br />A107 -ES -
<br />(see note Ae.2)
<br />/. When nccir"ied Curb, 6ul/cr and Sidewa/k, meandering Sicesva/ks,
<br />or any other special eases arc cr2coun/cred, C/vnoufs and echo l Iddy
<br />lbe Aon sfia//be de: erm/ned by Me Engineer at An c Subdivision Pans
<br />arc wbmiHed for fu2fa:ivc appraYa/and final-?P'nI«/sha//La by /hc
<br />GYy Eflo/ncer. -
<br />2. -T-co/u,ecfion to be usedm VCP moil, fine give, -r -c"- "T"or
<br />ectsm mor be ased on all aline, main line Pipe.
<br />a - a -i -d I M Appne-d by
<br />7 -I -s4 HOUSE LATERALby yj
<br />I'w&wd 1,7 CITY OF STOCKTON D• w 111818aC 3
<br />mL NDone ARTMEW OF MMX WORKS Dlcwlr,C No.
<br />z -
<br />r:a/shN G_ c.• �< t I. // crn fa•- a - -__ ti. :r-
<br />---
<br />T-rete _ �c ..
<br />I 7-
<br />1
<br />x�
<br />I Jv'c: ic- d�Mpnhc/c iG
<br />1 pe coyclin artcrlar, rr
<br />i
<br />i
<br />i.4 Se c:Icn 7/ /09 c f.
<br />J'
<br />wr ecJ Icw
<br />I• i
<br />l:.
<br />?'aces: Peirc-': � L cc -:5c
<br />1/cr %a lc Ccrc.
<br />Tc*amu¢ c G^c _
<br />for
<br />d:r. r•crc c .. _ . _. _.
<br />^pc Sec: -c
<br />' Grout
<br />CZCJJ "_" COr{r¢a j -or
<br />? ] `.� - < i' Lase.
<br />_ s l
<br />'L I
<br />✓
<br />J
<br />Solo.
<br />I
<br />NOTES:
<br />v SAri1TARY SEWER phi Ly
<br />Pre"St RstinforC•ed Ccu-ate Ncnhole Brite shaZl corfoTr. to A.S.T.A!. 'C -47E. -
<br />Consf_n. <C P.Fe Jost of 2icct narimum from base orblanhole.Flee:biejeir?.
<br />Pear oorPvdZ rbst be ec: i.red before irstc2Zir4 ac -e then 12" of terse r-r_s.
<br />No. R<vl.ed IBy I MANHOLE TYPE IFOR PIPES AP°'avail''
<br />I , yj. )" 33• DIAMETER OR SMALLER-
<br />c6.<2<d b;• CITY OF STOCKTON Dc1i +.toIgz5
<br />Sole Nmc DEPARTMENT OF eYsll[ WORKS Draw�nq Ni, I
<br />I
<br />1111 \ ^
<br />L I
<br />\ ✓ Vic) I'i / �I
<br />Ca•e (2)-;eo, : a
<br />APPROVED 19
<br />-I
<br />T..
<br />REVISIONS
<br />FLAN
<br />u
<br />I
<br />I
<br />-
<br />Lev'!cr
<br />NO.
<br />/f 'o'n- or CCK,
<br />21•
<br />BY
<br />/c'
<br />I
<br />1
<br />I
<br />' i
<br />DETAIL SHEET
<br />SCALE VERT
<br />I
<br />HENRY M. HIRATA, DIRECTOR OF PUBLIC WORKS
<br />I SAN JOAQUIN COUNTY R.C.E. 21, 258
<br />Z
<br />'.\A7ach,xd
<br />CHECK
<br />5..r-fxa
<br />SECT/ON A -A
<br />I
<br />11
<br />l\-// 1
<br />-
<br />1=XlEND TO
<br />I F2
<br />_Vu VI,
<br />\0
<br />llstcll-'Icrnpnole c: end o: cn_ sentc-r t. _-A
<br />:ices. -
<br />No.. Revised I By
<br />' Aper e, !y
<br />I
<br />LP.MPHOLE
<br />IIYQ"---0
<br />City Enq:neer
<br />ho.a D Y.e L
<br />CT.rsec OLw
<br />CIT'/ OF STOCKTO14
<br />D:P RTYENT OF PUBLIC WOP_C
<br />CfeSSer M lot li S:ylf 919 'relent-, A1v<<'-Ce�lvNOn
<br />Do,e 7 , 89 58
<br />hewing Ito.
<br />Scis none
<br />l
<br />I
<br />JIB I J ;.z I
<br />(ore E.r
<br />71 I .I LIZ!nicc 1
<br />iI /4�F/pe;e Sc. 6'r'.=_/.- lie S%rver %`ir
<br />I i I I I cls I 1
<br />I til`
<br />CASE /' (566 Dwo 64) CASE 2 (Ss6 Dwg 64)
<br />T YPc 14 CORo, &UTTER TYPE D9 or E'CIJXS
<br />riir .5i0fYI,ALK GUTTER �n&'S1DL'Y/FIL
<br />vA
<br />�,-o��;_L nc ' I� cx.mC12'16..-m yrcunl
<br />GS_ _ Y"to/1- % lief: sSel'S rm WJ/ri G!
<br />c I
<br />oii I 4
<br />°le I c c= nrrb
<br />cASG / -
<br />-a °!e
<br />�i
<br />1x /4 Pic ro Scwu M.In, rg
<br />w=v.inc.t . h n
<br />P/v9� 1
<br />"Y or "7-conxch6l,
<br />A107 -ES -
<br />(see note Ae.2)
<br />/. When nccir"ied Curb, 6ul/cr and Sidewa/k, meandering Sicesva/ks,
<br />or any other special eases arc cr2coun/cred, C/vnoufs and echo l Iddy
<br />lbe Aon sfia//be de: erm/ned by Me Engineer at An c Subdivision Pans
<br />arc wbmiHed for fu2fa:ivc appraYa/and final-?P'nI«/sha//La by /hc
<br />GYy Eflo/ncer. -
<br />2. -T-co/u,ecfion to be usedm VCP moil, fine give, -r -c"- "T"or
<br />ectsm mor be ased on all aline, main line Pipe.
<br />a - a -i -d I M Appne-d by
<br />7 -I -s4 HOUSE LATERALby yj
<br />I'w&wd 1,7 CITY OF STOCKTON D• w 111818aC 3
<br />mL NDone ARTMEW OF MMX WORKS Dlcwlr,C No.
<br />z -
<br />r:a/shN G_ c.• �< t I. // crn fa•- a - -__ ti. :r-
<br />---
<br />T-rete _ �c ..
<br />I 7-
<br />1
<br />x�
<br />I Jv'c: ic- d�Mpnhc/c iG
<br />1 pe coyclin artcrlar, rr
<br />i
<br />i
<br />i.4 Se c:Icn 7/ /09 c f.
<br />J'
<br />wr ecJ Icw
<br />I• i
<br />l:.
<br />?'aces: Peirc-': � L cc -:5c
<br />1/cr %a lc Ccrc.
<br />Tc*amu¢ c G^c _
<br />for
<br />d:r. r•crc c .. _ . _. _.
<br />^pc Sec: -c
<br />' Grout
<br />CZCJJ "_" COr{r¢a j -or
<br />? ] `.� - < i' Lase.
<br />_ s l
<br />'L I
<br />✓
<br />J
<br />Solo.
<br />I
<br />NOTES:
<br />v SAri1TARY SEWER phi Ly
<br />Pre"St RstinforC•ed Ccu-ate Ncnhole Brite shaZl corfoTr. to A.S.T.A!. 'C -47E. -
<br />Consf_n. <C P.Fe Jost of 2icct narimum from base orblanhole.Flee:biejeir?.
<br />Pear oorPvdZ rbst be ec: i.red before irstc2Zir4 ac -e then 12" of terse r-r_s.
<br />No. R<vl.ed IBy I MANHOLE TYPE IFOR PIPES AP°'avail''
<br />I , yj. )" 33• DIAMETER OR SMALLER-
<br />c6.<2<d b;• CITY OF STOCKTON Dc1i +.toIgz5
<br />Sole Nmc DEPARTMENT OF eYsll[ WORKS Draw�nq Ni, I
<br />I
<br />1111 \ ^
<br />L I
<br />\ ✓ Vic) I'i / �I
<br />Ca•e (2)-;eo, : a
<br />APPROVED 19
<br />REVISIONS
<br />FLAN
<br />u
<br />I
<br />I
<br />-
<br />Lev'!cr
<br />NO.
<br />/f 'o'n- or CCK,
<br />21•
<br />BY
<br />/c'
<br />I
<br />1
<br />SCALE HORIZ
<br />DETAIL SHEET
<br />SCALE VERT
<br />I
<br />HENRY M. HIRATA, DIRECTOR OF PUBLIC WORKS
<br />I SAN JOAQUIN COUNTY R.C.E. 21, 258
<br />Z
<br />'.\A7ach,xd
<br />CHECK
<br />5..r-fxa
<br />SECT/ON A -A
<br />4corcre
<br />LAMPpHOLE AP° dby
<br />Drev.n Y.J. RING & COVER - `a'
<br />.., R. w. CITY OF STOCKTON oa.h/i t1]9
<br />Sm4 n'onc DBA 17AWT OF N WORKS dew2npfla
<br />See Drcw/ f LVO. 63 For
<br />oricn _ CreenaW nisef
<br />•c.'cck <'
<br />'VC/ -_1P cr "C'risy- Na F -E
<br />c' egcvl C..... ve cover - U 15
<br />�<
<br />I I
<br />l _
<br />I I-
<br />GeCoo_•! mscr
<br />Conform p G!y Prumbinp rod' -11 I I 'ro GubJ
<br />--Lcle .d/ L ra✓seT
<br />L�------.;��� F/esi5.'e ✓ci vis
<br />/r]ma
<br />45. -
<br />ri'ye Tee co/rbinol.on
<br />A1.D1.Dl< RIO.
<br />1. O•y Pip.
<br />2. Cost Irc, L c°C.n. ince
<br />]- yl i.l a Su:aclr• Sly.e n. IA-_•
<br />P Ir I YI uolm< IavQ - -
<br />Fit, S1-1.11 SO.c!Ht.0na
<br />et, , C2 E C.ESF 'nsloll 15e Ny< Te,
<br />ron_ mc: /or.
<br />A/.'ernCe Geese heart.' Coaoedmc �� Sore: Guerin
<br />To street so-er
<br />m morn -
<br />B" -Pain! of yst". ion
<br />City srslem
<br />NOTES'
<br />l - All !ocililies adore pcinl B to be insfoliee ono M"Iclned by properly
<br />arner in ocCa,donce with the City Plumbira Code.
<br />7.-A4 /ocililies below point ir'fo be moinlofeed by he CJfy fA/cvyh
<br />prope,ty owners c/eanow C.
<br />3.-WAen cleanout falls /n di/rewoy, ins/o/f Llvisfj No F -BC or Brooks"No l -SP
<br />/p, roue// Cost from Fiofl/c Co,e,. BraakS- No3-RT n. er also be used.
<br />tl
<br />7 -I -e1 Is
<br />2 7-1-e5 S
<br />Na R-1..4 15, APPA by
<br />7-1-64 CLEANOUT p._:�,.�
<br />Dre-rn W S. 8. u<. s,e.w-r I
<br />_. .'d 67 CITY OF STOCKTON Do.wil/f to 64
<br />None DIPARTA Of
<br />.•m4 Fll•llC WOW Dra-k, Ne.
<br />I c -
<br />al 2.er t' ar.
<br />I
<br />_ -
<br />t-
<br />Vim- 1
<br />I 1
<br />1 -� ri e CJ _Ct"
<br />z / _ -:tt P
<br />/J� t
<br />_ \
<br />1
<br />Ic If.n.- _:- -.v VP. u:r.
<br />RIGID CON_U':T FLEXI°LE CONDUIT
<br />NOTES
<br />i
<br />nc _"es shot be test•it eccerec'ce �.
<br />Ceic e _ : s
<br />... c c' C;� ri ons^cr Clcn Tes,
<br />`-c MCOc"< test �
<br />2. koC No. C'.. '.0 21 r 2_1r
<br />e,5t.1c l srcii Pb rectly ed tc Ine prior to He cn .accvetion.
<br />3. cc7 PCrr:..-,_e _o. ;:I'd • .. n :"e street P. 5'.. c
<br />.Ith
<br />`,Cr c C
<br />'.
<br />,1' r'n -erten; _0..
<br /><. r:ne. h, by ste ccnpci:ion end cec ty the
<br />.y. y f ( )
<br />F�� I N'crks.
<br />cc Cc b, ne .e c•el wren cpbe sin by the D ton c S c
<br />5. Spe d Ee L'�nc i <'-'ents -Cy De shown on the phos or ,. _.'I<tl in
<br />S' C C
<br />rcvisiL'•<=
<br />,.e D
<br />rl Int L�.,
<br />I ;';TICAL TRENCH BACKFILL
<br />I I
<br />ED I
<br />1 COLw,' G: SNJ JOAGUIN I--- DEC. 1590
<br />NOhT w ^,.c su F p _ 9c
<br />-
<br />7 _
<br />e
<br />Ch,
<br />e _
<br />{ I
<br />1 �/ I
<br />I
<br />Mone
<br />1 C
<br />,c
<br />r --S an. I •w t ..r
<br />IA or
<br />tic, ak_ c__ _, ceoml ecler
<br />FLAT SLAB TOP
<br />I I -I STANDARD STORMT
<br />DRAIN MANHOLE
<br />ILD
<br />I COUNTY OF SAN JCAC•UIN i Dec 1990 I
<br />.- NON'. I o.r"<"v.v.<- '_-..- D - 17
<br />_-
<br />11.Below T --
<br />I
<br />1 �
<br />rIM
<br />1K v J 1
<br />-
<br />c•c< c - CRATE 1
<br />-�^(i -
<br />_< ___ 1 "I
<br />I
<br />SECTION_�1/
<br />1
<br />ivlV `_S' I
<br />i t. A:1 e.Posed steel moll be cppr_ .
<br />cPLAN Of FRAME
<br />[ cets o• Cott c c' ec eG
<br />n,nnum
<br />of 15Q or Sd c tee.
<br />2 C-cle f -Orr•• one side rlt,sin it co,!." to
<br />r NKERTON A-645 f e < with either A-390
<br />r'vt-c or A 39r u fcb-c ,e steel
<br />Grote shoo be chCCred to trema.
<br />Grote shell be depressed! 1 below cut:c-
<br />,rdT, tree,.
<br />c 4 Doe bcr-e' J1C1 De c.Css I R -0.r Cr
<br />c', 2 Or 3 Ier•e'ce' CMc.e.e p.Pe.
<br />TYPE 1
<br />'CURB INLET CATCHBASIN
<br />LG COUNTY OF ca.N JC'OUIN a Dec' Coo
<br />i r \i-
<br />- h
<br />c.
<br />Stoo
<br />_ I
<br />NO7 7 1
<br />c p.CSI
<br />r
<br />C- we J9Mw' -
<br />Ce r5 e__rm<_
<br />ass '.e rc.-ne of 160 se e
<br />'pe for _,' I G se. -ce s. e Pz 21ii
<br />•..<
<br />or c -pre. el <cca w..r. -cn .tltrfxe
<br />-CT c of 160 its.
<br />C.r_c.c:c, slop S.c hove corperct,0 C C
<br />Acle stop shell hcve s.ve' nut end IOC _
<br />C M 4 sto shcG to vert eclly
<br />S p p unDed. _s
<br />2. S,e of serace line shill be es recured by tie Court,
<br />E. Vulir Irstc rte Ings shill con:011 to ASTM
<br />C CfL :Cl, D ZZJ
<br />5 Peter scthellr Precision Meter Inc node °/..' FFA• `
<br />'
<br />' .Cc�.n<'en t connector speCS
<br />10 L_c"c_le cor orcton cock .ill Precede the re e
<br />' cnd tr:.r
<br />se^_P w -o b< r .• . cc N", of in, wcter to.� .
<br />WATER SERVICE
<br />"
<br />1 I I
<br />I I �
<br />I
<br />� r
<br />r'e� n n Scch�n as sacci cJ , _� 'cncroa cnmcn{'
<br />Pe.mt 11 L/c �rcccccnc /cr Jac P-•/Lmerd Sac�ion
<br />eS sJ
<br />." rf fle be c . gin -/- ca7 - ✓larond gwcusA,na'cr-alhc _
<br />-•3dJ c f3 c:-cv f. urcg Sell t /.-Fro'r/device Fe Cro --
<br />_�m_. a• J /�s..0/. _r-ul,;rc . J/^( `c•ca.S s.lr��gJtE CCgc FTyp/. 1.
<br />4L:Lr?TCCY.-/SJJJ^- I,.T=_�_o JlC O!'GS.
<br />i'rvc c t5 c'o s}o ;^ c5 sc,...ivc comoechan of 35%
<br />I -T
<br />c.,c c nu -1 J Se 3 -e
<br />Comp -,c: ,n 1Z .marc, I„yc r3
<br />L / Er A'A TE
<br />Ocep Y. C sc c!,on of --�
<br />of I C./S. nSrC -
<br />Scc n :cn vC sore _ I-Ce/ro�cr lv/ 7G"=,'o:
<br />b a, i_ss Ikc A<cns.:19 Lmin'ro<m: rcl , n: Com'ac f/cr,
<br />-. A sec.'ior. _ .or 6S Si .
<br />" C . oc fir, G'layers In u r..;,;rn,rm
<br />i�/- compacbal ar BSX.
<br />N c ie/!o! Amporfcd.und
<br />Irl
<br />pprovcdc4� C,tt br
<br />a/ rGG ar_ri %nNoJ sG
<br />�O• D G -s eft h_vrng the fdfo..ina
<br />y G y /m;op ssm9 o+ ;
<br />' S 2C i p+ss ng Ab. 2co 1
<br />3 A^.nirr,un, Sena Ey.Jn•+knf
<br />.:To
<br />�R Sncae Dolloin o/ bench /o fit pipe
<br />w Darrel O pipe join/J.
<br />Of/6
<br />NC7 T4<'._ I
<br />NT n
<br />I,RA
<br />C R MAY AT 11 c
<br />IS 4_\PENS x
<br />E _.CAVAT
<br />E E BELOW THE
<br />RE
<br />BOTTOM OF THE PIRG AND 1146REPLACE 61711 SAND OR AGGREGATE
<br />SL eBASE IN LIEU OF SHAPING BOiTM OF FRENCH TO FIT
<br />IPE RAPPEL. JOINT„ SHALL BE SHAPED IN EITHER CASE..
<br />_. ',HEN T[ CH AND ESCAVATION IS IN EXISTING PAVED STREETS
<br />RE✓LACE PAVEH'NT G' ON EACH SIDE OF TRENCH.
<br />3 'PFNCHiNG IN FASFMFIJTS AND OTHER AREAS NDT IN STREET
<br />"I/6 MAY BL BACKFILLED WITH NATIVE MAICRIAL TO A RELATIVE
<br />�OPPACTION OF 85%.
<br />DEVIATION FRIM ABOVE MAl' BE ALLOdEJ WHEN APPROVED BY
<br />THE CITY ENGINEER
<br />:F C 'J A
<br />E I TICK FROM STANDARD TRENCHSECTION, IT SHALL BE
<br />HOT ED On THE PLANS A140 CPECIFICATICATIUfJS.
<br />C9ACFCD Rh TIED, RAVELED DRI -?LE OR OTHFR POOR CAVING
<br />AY CC L'.hI CUT.
<br />HF :
<br />DONE PIPE O1 BJG LCTA;L APP.ICAI?LE TO ,TABLE : , t.
<br />ONLY
<br />C v1iC 5 ONLY
<br />J.I \ d _ tortIAfr•°v<d by
<br />TRENCH SECTION
<br />(EXISTING STREETS)
<br />Ic E ----'I _ ._..CITY OF SICCh-IOIJ-----'Io1 ytr,e_15O
<br />\ ']FPARTMLNT JP P,src WCSCs Dr°v/np N°.
<br />V-0 F- SAtA 1 i A Rv SEwarz oHt_I/
<br />G „'p \. r� 1 � .. . _orn...>C: ,on - i s I ✓ 'rr r.- _.. ?/n
<br />0
<br />:/l%
<br />I (
<br />n•I
<br />..LnN VF;y I �T
<br />ES o tom oa c. -.on - i I 'ml
<br />2-1
<br />l _ i � i ✓ are 1 U o5 C S F S
<br />Shop. t'i", bpm o.'1raxAfe
<br />Q pl "I's •20
<br />b.. el B\
<br />/o \ � "ly
<br />!` _ I`I - f
<br />SECTION --A NOTES•
<br />l/- This Ape Bedding Cetod is cppbctble :e stcbfr soil conditions or./y
<br />._. C-. '- i I i 7.-TAr Cenfroc;or,e/ Ars e/perse, noy r/ccvole 6-t,fe, It, belle., c! tae
<br />fiA, or'replace v/!A s^0 or eggrepc'e subbase in beu of sRc,.in➢ belfor,
<br />\
<br />of french fo til pipe barrel.:,brhls to be shaped is ,the, ccs,, r�
<br />v
<br />3- iAis hence section mer be useelor u'i -grOveri s;f,56t /iitrs c! way
<br />__- 1 or ecsemrnls. 11 L�.
<br />„I5''`d
<br />r3 a_
<br />LSECTION C -C
<br />2 1/E Nt,�
<br />SECTION E -E no'=: Frc-. cleee-<r Ywe b,, / r
<br />STORM ONLY ere o C... _t f, -- -
<br />2 I 7 -1 -FS
<br />1 Nn.l ,•-...d
<br />A d A-- B
<br />FRAME & COVER I 7-i-63 1Fa by TRENCH SECTION
<br />- _ __ _� or°_na o_ (NEW STREETS)
<br />(MANHOLE)
<br />CMlk"los CITY OF STOCKTON �'• fl.l:£• F Ir f!Z,P I 1 (.J PP IEy,
<br />G S• :C-OU:K I" Ce< 15c^ Sml. Kcne DE,AKIMENT OF RIFJC WOW Drvw:,.aN°. 51 -__- g_TYP -
<br />II-
<br />Ia�w 5- FOP- SAHITAiZ-/ StWEQ ONLY
<br />I -
<br />-- - EXIh1_ rap"PC- P
<br />_= - #4'LaRs, HooK- I I 12" I 1-0•
<br />TYP
<br />TYP-
<br />-A PLAN VIEW
<br />i I o/c .i -__
<br />w�, DRAIN MAN HOLE
<br />lir
<br />i -r
<br />1 illi _ ti _ 1vF l2�t Nu w)O1NT I_0C+47FD- 4-4- F�ARGi1IO K ori `i p14
<br />HIN 3 RC`P_ OHTALL`/ 11 .4.•I „) TYP.
<br />WIT
<br />a T%P
<br />OF IFK C RZZX�IrIC L c�
<br />{TYP ...� 3/TYP.-�- GROUT TO VCJONDAT IOM
<br />ec, 5
<br />TYP
<br />col, s
<br />CLA�Itg//C01rCFZE7E� T7
<br />I �� (� C,otVTR.ACTOR 511A�t VSA + _�
<br />"`L, APP�P2(ATE 2v»FSEiz� t ` 17"5aP
<br />6/f �.I.4. CEt'iTEe� M•N' ..., f�-.18.10--►
<br />1:01 ESP.v.c.� 0e �.c PP lre.BG
<br />I : I Y
<br />:'ore x. <'.c 6c e -.ca be o-ud_ Nc. G-5
<br />or <_rl, or l� - -� // IgpGJ DP IT•C
<br />'rocks No. 1 o. T or . d� l0 .}
<br />al LCs enc .:aee rinds 5nm! neve;• .)©P
<br />cl be cs nc,vec:vr<d for the
<br />vcive trox s ,.Gee or pipe of corrfC site con I ! Il
<br />be °sec. w -'V MIN'
<br />f SECTION A -A SECTION 8-8
<br />VALVE BOX
<br />I - EXP. 3-31-43/
<br />COUNTY OF SAN JO:,ouw
<br />Y _ �o. SPECIAL SADDLE -TYPE MANHOLE DETAIL
<br />! t� /�//
<br />NON: I m..... w n,w<.,„
<br />-
<br />APPROVED 72� 19-�
<br />FOR SANITARY SEWER WORK ONLY.
<br />C�
<br />PAUL M. SENSIBAUGH, CITY ENGINEER
<br />is CITY OF STOCKTON R.C.E. 40,144
<br />APPROVED 19
<br />REVISIONS
<br />u
<br />I
<br />I
<br />SAN JOAQUIN COUNTY,
<br />TRACT N0. 2459 EAGLECREST UNIT THREE
<br />CALIFORNIA
<br />SHEET
<br />4
<br />OF 5
<br />NO.
<br />DESCRIPTION
<br />DATE
<br />BY
<br />DATE FEB 1991
<br />SCALE HORIZ
<br />DETAIL SHEET
<br />SCALE VERT
<br />I
<br />HENRY M. HIRATA, DIRECTOR OF PUBLIC WORKS
<br />I SAN JOAQUIN COUNTY R.C.E. 21, 258
<br />DESIGN WE
<br />FILE
<br />CHECK
<br />4corcre
<br />c -J
<br />zz _r_ -
<br />NOT
<br />I
<br />-7, N
<br />' - ..:s ^. c'' t, Clem end Tree of ce,crele.
<br />-_
<br />= e .
<br />_- Ocr.insmoo 6-629. Lc'c ^etc^ roc -I 5'5
<br />'Cr1e_ JC <5 J-40ED.
<br />CfeSSer M lot li S:ylf 919 'relent-, A1v<<'-Ce�lvNOn
<br />O MCC Ct.
<br />cr CCPrcvtd ew01 with (2)2 1/L K (1)< Octl<LS.
<br />Cry dc.ol h, trc e
<br />k C' C'cC (2)2 1/2 E' (1)4 1/2
<br />c e c -cn re .e fire Chief. -
<br />4. AN h s s. -d _e
<br />' e .. _..
<br />pc C;le OSTIA sCfely yellow or cs cwp'.'e< t,, t'.e
<br />i
<br />._.. -
<br />I --
<br />FIRE
<br />FIRE HYDRANT-- �-
<br />I
<br />CJI,`I,' GF SA', JOACUrN
<br />i r \i-
<br />- h
<br />c.
<br />Stoo
<br />_ I
<br />NO7 7 1
<br />c p.CSI
<br />r
<br />C- we J9Mw' -
<br />Ce r5 e__rm<_
<br />ass '.e rc.-ne of 160 se e
<br />'pe for _,' I G se. -ce s. e Pz 21ii
<br />•..<
<br />or c -pre. el <cca w..r. -cn .tltrfxe
<br />-CT c of 160 its.
<br />C.r_c.c:c, slop S.c hove corperct,0 C C
<br />Acle stop shell hcve s.ve' nut end IOC _
<br />C M 4 sto shcG to vert eclly
<br />S p p unDed. _s
<br />2. S,e of serace line shill be es recured by tie Court,
<br />E. Vulir Irstc rte Ings shill con:011 to ASTM
<br />C CfL :Cl, D ZZJ
<br />5 Peter scthellr Precision Meter Inc node °/..' FFA• `
<br />'
<br />' .Cc�.n<'en t connector speCS
<br />10 L_c"c_le cor orcton cock .ill Precede the re e
<br />' cnd tr:.r
<br />se^_P w -o b< r .• . cc N", of in, wcter to.� .
<br />WATER SERVICE
<br />"
<br />1 I I
<br />I I �
<br />I
<br />� r
<br />r'e� n n Scch�n as sacci cJ , _� 'cncroa cnmcn{'
<br />Pe.mt 11 L/c �rcccccnc /cr Jac P-•/Lmerd Sac�ion
<br />eS sJ
<br />." rf fle be c . gin -/- ca7 - ✓larond gwcusA,na'cr-alhc _
<br />-•3dJ c f3 c:-cv f. urcg Sell t /.-Fro'r/device Fe Cro --
<br />_�m_. a• J /�s..0/. _r-ul,;rc . J/^( `c•ca.S s.lr��gJtE CCgc FTyp/. 1.
<br />4L:Lr?TCCY.-/SJJJ^- I,.T=_�_o JlC O!'GS.
<br />i'rvc c t5 c'o s}o ;^ c5 sc,...ivc comoechan of 35%
<br />I -T
<br />c.,c c nu -1 J Se 3 -e
<br />Comp -,c: ,n 1Z .marc, I„yc r3
<br />L / Er A'A TE
<br />Ocep Y. C sc c!,on of --�
<br />of I C./S. nSrC -
<br />Scc n :cn vC sore _ I-Ce/ro�cr lv/ 7G"=,'o:
<br />b a, i_ss Ikc A<cns.:19 Lmin'ro<m: rcl , n: Com'ac f/cr,
<br />-. A sec.'ior. _ .or 6S Si .
<br />" C . oc fir, G'layers In u r..;,;rn,rm
<br />i�/- compacbal ar BSX.
<br />N c ie/!o! Amporfcd.und
<br />Irl
<br />pprovcdc4� C,tt br
<br />a/ rGG ar_ri %nNoJ sG
<br />�O• D G -s eft h_vrng the fdfo..ina
<br />y G y /m;op ssm9 o+ ;
<br />' S 2C i p+ss ng Ab. 2co 1
<br />3 A^.nirr,un, Sena Ey.Jn•+knf
<br />.:To
<br />�R Sncae Dolloin o/ bench /o fit pipe
<br />w Darrel O pipe join/J.
<br />Of/6
<br />NC7 T4<'._ I
<br />NT n
<br />I,RA
<br />C R MAY AT 11 c
<br />IS 4_\PENS x
<br />E _.CAVAT
<br />E E BELOW THE
<br />RE
<br />BOTTOM OF THE PIRG AND 1146REPLACE 61711 SAND OR AGGREGATE
<br />SL eBASE IN LIEU OF SHAPING BOiTM OF FRENCH TO FIT
<br />IPE RAPPEL. JOINT„ SHALL BE SHAPED IN EITHER CASE..
<br />_. ',HEN T[ CH AND ESCAVATION IS IN EXISTING PAVED STREETS
<br />RE✓LACE PAVEH'NT G' ON EACH SIDE OF TRENCH.
<br />3 'PFNCHiNG IN FASFMFIJTS AND OTHER AREAS NDT IN STREET
<br />"I/6 MAY BL BACKFILLED WITH NATIVE MAICRIAL TO A RELATIVE
<br />�OPPACTION OF 85%.
<br />DEVIATION FRIM ABOVE MAl' BE ALLOdEJ WHEN APPROVED BY
<br />THE CITY ENGINEER
<br />:F C 'J A
<br />E I TICK FROM STANDARD TRENCHSECTION, IT SHALL BE
<br />HOT ED On THE PLANS A140 CPECIFICATICATIUfJS.
<br />C9ACFCD Rh TIED, RAVELED DRI -?LE OR OTHFR POOR CAVING
<br />AY CC L'.hI CUT.
<br />HF :
<br />DONE PIPE O1 BJG LCTA;L APP.ICAI?LE TO ,TABLE : , t.
<br />ONLY
<br />C v1iC 5 ONLY
<br />J.I \ d _ tortIAfr•°v<d by
<br />TRENCH SECTION
<br />(EXISTING STREETS)
<br />Ic E ----'I _ ._..CITY OF SICCh-IOIJ-----'Io1 ytr,e_15O
<br />\ ']FPARTMLNT JP P,src WCSCs Dr°v/np N°.
<br />V-0 F- SAtA 1 i A Rv SEwarz oHt_I/
<br />G „'p \. r� 1 � .. . _orn...>C: ,on - i s I ✓ 'rr r.- _.. ?/n
<br />0
<br />:/l%
<br />I (
<br />n•I
<br />..LnN VF;y I �T
<br />ES o tom oa c. -.on - i I 'ml
<br />2-1
<br />l _ i � i ✓ are 1 U o5 C S F S
<br />Shop. t'i", bpm o.'1raxAfe
<br />Q pl "I's •20
<br />b.. el B\
<br />/o \ � "ly
<br />!` _ I`I - f
<br />SECTION --A NOTES•
<br />l/- This Ape Bedding Cetod is cppbctble :e stcbfr soil conditions or./y
<br />._. C-. '- i I i 7.-TAr Cenfroc;or,e/ Ars e/perse, noy r/ccvole 6-t,fe, It, belle., c! tae
<br />fiA, or'replace v/!A s^0 or eggrepc'e subbase in beu of sRc,.in➢ belfor,
<br />\
<br />of french fo til pipe barrel.:,brhls to be shaped is ,the, ccs,, r�
<br />v
<br />3- iAis hence section mer be useelor u'i -grOveri s;f,56t /iitrs c! way
<br />__- 1 or ecsemrnls. 11 L�.
<br />„I5''`d
<br />r3 a_
<br />LSECTION C -C
<br />2 1/E Nt,�
<br />SECTION E -E no'=: Frc-. cleee-<r Ywe b,, / r
<br />STORM ONLY ere o C... _t f, -- -
<br />2 I 7 -1 -FS
<br />1 Nn.l ,•-...d
<br />A d A-- B
<br />FRAME & COVER I 7-i-63 1Fa by TRENCH SECTION
<br />- _ __ _� or°_na o_ (NEW STREETS)
<br />(MANHOLE)
<br />CMlk"los CITY OF STOCKTON �'• fl.l:£• F Ir f!Z,P I 1 (.J PP IEy,
<br />G S• :C-OU:K I" Ce< 15c^ Sml. Kcne DE,AKIMENT OF RIFJC WOW Drvw:,.aN°. 51 -__- g_TYP -
<br />II-
<br />Ia�w 5- FOP- SAHITAiZ-/ StWEQ ONLY
<br />I -
<br />-- - EXIh1_ rap"PC- P
<br />_= - #4'LaRs, HooK- I I 12" I 1-0•
<br />TYP
<br />TYP-
<br />-A PLAN VIEW
<br />i I o/c .i -__
<br />w�, DRAIN MAN HOLE
<br />lir
<br />i -r
<br />1 illi _ ti _ 1vF l2�t Nu w)O1NT I_0C+47FD- 4-4- F�ARGi1IO K ori `i p14
<br />HIN 3 RC`P_ OHTALL`/ 11 .4.•I „) TYP.
<br />WIT
<br />a T%P
<br />OF IFK C RZZX�IrIC L c�
<br />{TYP ...� 3/TYP.-�- GROUT TO VCJONDAT IOM
<br />ec, 5
<br />TYP
<br />col, s
<br />CLA�Itg//C01rCFZE7E� T7
<br />I �� (� C,otVTR.ACTOR 511A�t VSA + _�
<br />"`L, APP�P2(ATE 2v»FSEiz� t ` 17"5aP
<br />6/f �.I.4. CEt'iTEe� M•N' ..., f�-.18.10--►
<br />1:01 ESP.v.c.� 0e �.c PP lre.BG
<br />I : I Y
<br />:'ore x. <'.c 6c e -.ca be o-ud_ Nc. G-5
<br />or <_rl, or l� - -� // IgpGJ DP IT•C
<br />'rocks No. 1 o. T or . d� l0 .}
<br />al LCs enc .:aee rinds 5nm! neve;• .)©P
<br />cl be cs nc,vec:vr<d for the
<br />vcive trox s ,.Gee or pipe of corrfC site con I ! Il
<br />be °sec. w -'V MIN'
<br />f SECTION A -A SECTION 8-8
<br />VALVE BOX
<br />I - EXP. 3-31-43/
<br />COUNTY OF SAN JO:,ouw
<br />Y _ �o. SPECIAL SADDLE -TYPE MANHOLE DETAIL
<br />! t� /�//
<br />NON: I m..... w n,w<.,„
<br />-
<br />APPROVED 72� 19-�
<br />FOR SANITARY SEWER WORK ONLY.
<br />C�
<br />PAUL M. SENSIBAUGH, CITY ENGINEER
<br />is CITY OF STOCKTON R.C.E. 40,144
<br />APPROVED 19
<br />REVISIONS
<br />n WONG ENGINEERS INC.
<br />p �
<br />PLANNING ENGINEERING SURVEYING
<br />�+ STOCKTON, CALIFORNIA
<br />T/La�t[R� R.C.E. NO. 14269
<br />JOB. NO. 2321
<br />SAN JOAQUIN COUNTY,
<br />TRACT N0. 2459 EAGLECREST UNIT THREE
<br />CALIFORNIA
<br />SHEET
<br />4
<br />OF 5
<br />NO.
<br />DESCRIPTION
<br />DATE
<br />BY
<br />DATE FEB 1991
<br />SCALE HORIZ
<br />DETAIL SHEET
<br />SCALE VERT
<br />DRAWN HAL
<br />HENRY M. HIRATA, DIRECTOR OF PUBLIC WORKS
<br />I SAN JOAQUIN COUNTY R.C.E. 21, 258
<br />DESIGN WE
<br />FILE
<br />CHECK
<br />H[IMTRo oM 01. -0. 10 elf A•.....
<br />/OZ) r;2V�7;.I-;,-
<br />
|