|
-r Property Line Properly Line - 60' RIW
<br />Face of Curb
<br />4"2iser. (See p w . C4
<br />(See Awq.fi4J
<br />Pi e to Sewer Main to Sewer Main
<br />P � I.0
<br />m
<br />4
<br />CASE /(See Dwg. 64) CASE 2 (Sea Dwg. 64)
<br />TYPE A" CJRB, GUTTER TYPE Dor F CURB,
<br />: with SIDEWALK GUTTEf� and 51DENALX
<br />Trace wire Olz or heavier.
<br />Pr erl Line„I''�n Extend I20abov�eground.
<br />SE `•¢ to /Z -rt rr� - Depressed "S "in Walk or
<br />To/v d f Curb.
<br />� °`ice I•
<br />a 13 Face of Curb
<br />� % CASE l
<br />E
<br />ole
<br />X m I� ¢"Pec fa Sewer Main. Q,c�
<br />2 4or rrc
<br />Plug 5 Y.OZ
<br />I2'%ngih ofllpe. -
<br />"Y or "T "connection
<br />N� TES (see note N0.2)
<br />1. When modified Curb, Gutferand SidCW.;1k, tneanderirJg Sidewalks,
<br />Or dny other special Cases are encountered, C/eanouts and oiler Utility
<br />lacafian shall be determined by the Engineer of time Subdivision Plans
<br />are submitted for tentative approval and final approve/ shall be .by the
<br />City Engirrcer. •.
<br />2. "T' canned%on t0 be used on VC. P main line pipe. "T "Or "Y" Conn-
<br />ection may be used on al/ Other main line pipe.
<br />2 7-1-85
<br />o. Revised By Approved by
<br />1 1 7-1-84 -HOUSE LATERAL ' r�
<br />Drawn by 1 J tily Engin"r
<br />Checked by CITY OF STOC KTO N Date 1118 . b
<br />Scale None DEPARTMENT OF PUBLIC WORKS Drowina No. 63
<br />IVC W '51rccl Corns truC fi ars
<br />p�0 a B oa r�0 S, 6o pO1Gac o a jot
<br />Su6grade 1 �
<br />85 7 Compact/ars when
<br />951*0' cornpac¢iorn -� rrerJch. i�9 I?OT1'_.rvifhirl
<br />90 f CornpaG, ion N
<br />85% corneae f Ian
<br />I-Ylalerial lobe imported
<br />8S% comps c t�ior� - N : Sand or an approved dean
<br />gynut!ar rn.?terlaI free
<br />.:of all :uir;s�s and a'atb��'s
<br />' p' cfG, having the following
<br />__grading : ioO dp,oasv✓ ,,� 44
<br />Shape bottom of trench; Sf/-2O sslrg No,
<br />Zoo
<br />to fit pips barrel a\ �,.
<br />pipe joints.��-.ti.\, , : y Min. San gui valenr =20
<br />-..NOTES.
<br />l.- This Pipe Bedding Detail is opplicob/e to sloble soil conditions only.
<br />2.- The Contractor, of his expense, may excavate 6" below the bottom of the
<br />p%pe and replace with sand or aggregate subbase in lieu of shaping bottom
<br />of trench to fit pipe barrel. Joints to be shaped in either case.
<br />J.- This trench section may be used for unimproved street rights of way
<br />Or easements.
<br />2 7-1-85 .t
<br />Vo. Revised By Approved by
<br />7_183 - TRENCH SECTION _
<br />Drawn by
<br />r:u, (NEW• STREETS} ;r74',/NW`a'"-�
<br />Checked by CITY OF STOC KTO N Date i I $ 141 1. 51
<br />Scale lgcn G DEPARTMENT OF PUBLIC WORKS Dre2winlin_
<br />IZSPEN
<br />C= Q [\-,-1 F==' ---r-
<br />801 17th STREET, SUITE F, MODESTO, CA. 95354
<br />PH: (209) 526 9724
<br />SURVEY
<br />1/Z411. ____ __1
<br />Addi tions/
<br />Pry Hole
<br />Pick ,
<br />PLAN
<br />Machined
<br />Surf.vce s
<br />SECT7o/v
<br />L Machined
<br />,Surfa ces
<br />OP T/ONA L
<br />est /ror7 Skid
<br />Pesistanf Cover
<br />Cover Markings
<br />Sari Caryy Sewer,
<br />Storm Orair� or
<br />Sanitary , storm }
<br />Cast Iron Frame
<br />(y
<br />�rld/dere fi fico fio n
<br />''e. Options/�
<br />NO TES
<br />/ le Frar7yC and Covet- fo be "PHOENIX P-/090" or
<br />"P/NICERTON A - 6 24' or approved equal.
<br />2. COVOr shall 6e designed la withstand H-ZO Highway Loading.
<br />3. Frame and Cover shall be fully m?;ch1r7e01 fo assure
<br />ir7-;Crchangeabilit• ar7d Close uiat 70;7L.4.. See Section 75-1.071o{S�arzdard' ecifi'cafions for Fuali fy of
<br />Manhole Frames and Covers acre tae.
<br />Vo. Revised By Approved by
<br />1 7-1-84 MANHOLE FRAME & COVER,
<br />Drawn by 'I J.
<br />Checked by R• W. CITY OF STOCKTON I Date it t 154
<br />Scale nlar7 a DEPARTMENT OF PUBLIC WORKS Drawing No.
<br />Pavement Section as spCcified in .� 7 'rEn17 Chrncn¢
<br />µ:
<br />__Permit" shat! take precedence
<br />over the. Plvemerzt Section
<br />�as_shown .
<br />-
<br />J11ew Pavenren f to: be %8"higher riaan -
<br />___0iarnond 5'aw Cuffing or other _ -
<br />taRO cnf Pavcmcnr: ,4pply /ao�.Seal- :
<br />�apprbvcd d, , . Rc ave to a .
<br />�.roaf of 55-/Asohalf.Emu/span... �--
<br />`. �olean straight cd9e�Tr�p,). - .---
<br />CITY OF
<br />DEPARTMENT
<br />J
<br />�o6 oo��Q �Oa�r���a `�c4' a UoDCsa�jO
<br />A\
<br />_,�!WVCM,:n t Section shall
<br />r
<br />cTY.ffNNC�
<br />/ /
<br />Relative eampar"Iiori of 95'/,
<br />be equil✓,a/cnt to existrn
<br />-
<br />Checked by
<br />CITY OF STOCKTON
<br />..pa+�cnicnf but irr no Casc ?
<br />oa+e ?1 t* Yo 50
<br />CONSULTANTS
<br />Checked byR. w•
<br />-Compact' in 12"max, layers
<br />1csS Phan 6"ofAB and3"AGS
<br />23570
<br />DEPARTMENT OF PUBLIC WORKS
<br />`�
<br />N
<br />to a min. re!ativc compacfiar,
<br />ALTERNATE
<br />'
<br />DEPARTMENT OF PUBLIC WORKS
<br />SHEET
<br />of 90Y6.
<br />Dccp 11fs A C. scr-fiorn of
<br />:
<br />CHECKED
<br />AS -BUILT
<br />7'►min . or V2 the thickness
<br />of the existing structural
<br />OF
<br />sectwhichever isgreater, ion,
<br />* ' '
<br />-
<br />=Com ac f i» 12'' la ars f o a
<br />p f
<br />- but not less than the existing
<br />• • -, - ' ' ,
<br />,
<br />minirr)um rc%?`i ve compaction
<br />-- C. section. -
<br />of 89,,%
<br />Corripact in 6''layers fo a minimum
<br />• . - '-
<br />• -
<br />tG/afJYd Carn,DaGtlo.•7 Of 85� _
<br />• . .
<br />.
<br />�
<br />N
<br />Ma feria/ l0 6c imparted sand _ _.
<br />or do approved clean granular
<br />material frac afall fumes and
<br />,O
<br />. - dC.�riS etc. havir�o fhc fallowira
<br />• -
<br />• . •
<br />�
<br />� . S/o - 2Q Q; ��ccass;ng Na. 200,
<br />Minimu►n Sa-rd E�uiva/tnl =Zo,
<br />8"
<br />Shape bottom of trench to fit pipe
<br />barrel 8 pipe joints.
<br />b'* /6"
<br />I. ControCtor may ay his exec:, -ase eYc ��ra;'e"bclo�v t,'�y bot:'o,ri of
<br />,wipe and rcolacc .til•;-; s r, q ���' y :;A, �.. pin
<br />�,
<br />bottom of , rcnc to
<br />2, ,then 'rench an d ex`s, vafiory is in existir /.-;g /C 01 s reds, rbc;ace
<br />pavcj,-,cn - ro ca:<I of trcr,C
<br />3. Trcnchin ir, e7semer tis ani' 0 171--r
<br />backfi;lc wi=^ n vc
<br />..,,
<br />:�� vizi` vn:ioY y
<br />Engr'neer,
<br />Cr7 SCi /Cr7 , 17 .5.1.;: 1 CC -5:7••`
<br />r7J'-_ C.n
<br />itf4" �(�Y.�.7 ar:•.d S','�C:,/tic�:`IOr'�� .
<br />6.- Crocked, rutted, ravelled, brittle, or other poor poving may be line cut.
<br />7. - The above pipe bedding detoil opplicoble to stable soil conditions only.
<br />0
<br />B
<br />NOTE
<br />In fericr of Cone lo be coated in accordance with
<br />Section 71-1.49 af'Standard SIDecificaf/ons.
<br />N
<br />SEC7/011l A A
<br />CONCEIT TRI C C ONE
<br />(STANDARD INSTALLA-rlON).
<br />-I
<br />V_
<br />SECTION 5-5
<br />ECCEN TRIC CONE
<br />(USE 2NITHPRIOR APPROVAL ONLY NorE
<br />All b.;ndlinq holes shall be
<br />plugged wifh concrete mor&r
<br />after cont insfaN�tian.
<br />C C
<br />SECTION C -C
<br />CONCENTRIC SHORT CONE
<br />2 7-1-85 „ (USF W17h' PRIOR APPROVAL ONLY
<br />No. Revised By PRE -'CAST CONCRETE Approved by
<br />I 7-1-84 �.) 1j.
<br />Drawn by Y-,/. MANHOLE ONES tily Engineer
<br />Checked by CITY OF STOCKTON. Dare •i 1 153
<br />Scale Norte bEPARTMENT OF PUBLIC WORKS Drawing No.
<br />core
<br />/X" I `\
<br />I;I
<br />Let -
<br />core (3) I /O/Cs for
<br />M"dan. 417ChOr 450/7t5
<br />A
<br />I4xl%"Pick Wo/e
<br />PLAN
<br />Let ter `S rp/aced
<br />ai center. of cover.
<br />i2"
<br />�--- - Machined Surfwccs
<br />SEG TID/V A -A
<br />-�0• -T-1-8ev
<br />SECTION
<br />No. Revised
<br />1 7-1-.84
<br />TRENCH
<br />1Approved by
<br />Nc4 Revised By
<br />LAMPHOLE
<br />1y
<br />C!tX Enginearr •.
<br />(EXISTING STREETS)
<br />Checked by
<br />11'scole. None
<br />CITY OF
<br />DEPARTMENT
<br />J
<br />RING & COVER
<br />Drawn by Y J.
<br />cTY.ffNNC�
<br />JOB NO.
<br />Drawn Y.J.
<br />-
<br />Checked by
<br />CITY OF STOCKTON
<br />oa+e ?1 t* Yo 50
<br />CONSULTANTS
<br />Checked byR. w•
<br />CITY OF STOCKTON
<br />Scale Nan e
<br />23570
<br />DEPARTMENT OF PUBLIC WORKS
<br />Avenue
<br />Drowinq No.
<br />Seale None
<br />DEPARTMENT OF PUBLIC WORKS
<br />'061111
<br />THE DETAI-LS SHOWN HERE ARE FOR THE CONTRACTORS
<br />CONVENIENCE ONLY, THE CONTRACTOR -SHALL BE FAMILIAR
<br />WITH ALL CORRECT AND UPDATE CITY OF STOCKTON
<br />STANDARDS AND SPECIFICATIONS.
<br />DEPARTMENT OF PUBLIC WORKS
<br />CITY OF STOCKTO-1, CA-LIFORNIA
<br />AS TO NEW SANITARY SEWER
<br />APPROVED BY: DATE:
<br />z5adtlew.
<br />�L" CITY Ei�1GINEER, STOCKTON, CA.
<br />Approved byy
<br />Dote f
<br />STANDARD DETAILS
<br />UTH? OF STOCKTON
<br />LIGURIAN VILLAGE
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />59
<br />/�z'A C. oyer COncrele .11
<br />Cow.;r.
<br />Finish GraatG �`
<br />C017CI'ele C0/I.71 ConStruCllOn,
<br />Tea/ for aII Manholes in -
<br />frecf Pave/ncnf arra.
<br />Manhole frame and cover to
<br />��
<br />conform to Standard Drawin
<br />No. 54. Grout frame to
<br />grade ring. SZope to match
<br />x finish grade.
<br />3", of -6" Precast Reinforce
<br />Concrete Grade Rings as
<br />required.
<br />Precast Reinforced Concentric
<br />Manhole Cone.
<br />`. Tongue and Groove Joints
<br />for Mortar. Mortar alt Grade
<br />Rings and Sections 2:1 mix.
<br />-�-� - M.H. Pipe Section. -
<br />Grout
<br />CZass "B" Concrete for
<br />base.
<br />MOTES:
<br />Precast Reinforced Concrete Manhole Units shaZZ conform to A.S.T.M.•C-478.
<br />Construct Pipe,Joini of 2fcci maximum from base of Manhole. F18xiblejoin1.
<br />Prior approvaZ must be obtained before installing more than 12" of grade rings.
<br />Na. Revised By MANHOLE TYPE I FOR PI PES Approved by
<br />5-1-82 r3& 33" DIAMETER OR SMALLER
<br />Drawn by Y.J. City Encineer-
<br />Checked by CITY OF STOCKTON Date , � . ? a j
<br />Scale None DEPARTMENT OF PUBLIC WORKS 'Drawing No.
<br />1//��lY///.A�•6}iJ'Al11YN/.CUA!!//S � _
<br />N
<br />See Sfarrd�rd DrawingNo.S9
<br />for Ring and Cover.
<br />PLAN
<br />Natural Ground
<br />or Pavemen
<br />f.
<br />9'1-
<br />45'
<br />.�
<br />-Plug end.
<br />5L.E VATION
<br />EMD VIEW
<br />NOTE:
<br />Install /ampho/e at end of all sonitary trunk lines.
<br />No. Revised
<br />1 7-1-.84
<br />By
<br />LAMPHOLE
<br />Approved by
<br />4nn,
<br />Drawn by YJ.
<br />C!tX Enginearr •.
<br />Checked by
<br />11'scole. None
<br />CITY OF
<br />DEPARTMENT
<br />STOCKTON
<br />OF PUBLIC WORKS
<br />Date I1 lesw 158
<br />I Drawing No.
<br />SCALE: H:
<br />JOB NO.
<br />V:
<br />OWENs DESIGN
<br />CONSULTANTS
<br />DRAWN
<br />DATE
<br />23570
<br />So. olive
<br />Avenue
<br />DESIGNED
<br />SHEET
<br />Ri on,
<br />(2 9)
<br />CA. 95366
<br />599-5224
<br />CHECKED
<br />AS -BUILT
<br />L?
<br />OF
<br />3W • (Ctc
<br />
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