|
Property Linc Property Line - 60' R/W
<br />Face of Curb i
<br />/2",J 1211
<br />4"Riser. (see Ow . 69•)
<br />(See Owy.64)
<br />4'IPipe
<br />4 Pipe to Sewer Main m to Sewer Main
<br />r c
<br />1
<br />0 v
<br />ala
<br />CASE / (See Owg. 64) CASE 2 (See Dwg. 64)
<br />TYPE W CURB, GUTTER TYPE D or F CURB,
<br />with SIDEWALK GUTTER a17d SIDEWALK
<br />Trace Wire *12or17eavier
<br />ProppertLinc I'�„ Extend 12°abowground.
<br />CASE g2 Ya„fo /2 /-_Depressed °Sr'in Walk or
<br />c �
<br />off, I.
<br />of°a
<br />ala Face of Curb
<br />E �I CASE /
<br />V• °Io
<br />I
<br />mlm ¢'Ppc fo Sewer Main. • e'
<br />2x4or nc s�
<br />P/u9� 5=.OZ
<br />/2'length of�pe.
<br />Y or T connection
<br />NOTES (see note No.2)
<br />1. When modified Curb, Gutterand Sidewa/k, meandering Sidewalks,
<br />Or any other special cases are encountered, Cleanouts and other Utility
<br />location shall be determined by the Engineer at t%me Subdivision Plans
<br />are submitted for 7clin71dpprova/sha//be by the
<br />City Engineer.
<br />2. "T'connecM?n to be used on V.C.P moin line pipe. "T"or "Y"conn-
<br />ection may be used on all other main line pipe.
<br />2 7 -I -8s
<br />o. Revised IBy Approved by
<br />1 7-1--/84 -HOUSE LATERAL
<br />Drawn by 1 .i iry En9inaer
<br />Checked buy CITY OF STOCKTON Date II 1818b 63
<br />SC01e None _ DEPARTMENT OF PUBLIC WORKS Drawing No.
<br />p o o a
<br />Subgrade
<br />95i� compucfron -/
<br />90°a Compaction
<br />/dew Sfrcef cornstrucfiorl
<br />0o c J U pace o 000e a n, .,oa o^o o G
<br />85 7 Campactian when
<br />� Trer/ch. i,9 nof_/vifhin
<br />85% cornpac%ior� -
<br />Material lobe imporlad
<br />&S,% compaction - N-sandoranapproveddean
<br />glwnutgr materia/ free
<br />of all /'ulr;os and deb�ls
<br />D' etc. having the following
<br />grading loo°; passrg �3
<br />Shape bottom of trench= a
<br />to fit pipe barrel a\ sro 2D/opa No. lace
<br />pipe Joints. �` •�\� • , � Min• Sand cqui valeni =20
<br />B„ B„
<br />16
<br />-..NOTES: _. NOTES:
<br />/.- This Pipe Bedding Detail is applicable to stoble soil conditions only.
<br />2.- The Contractor, of his expense, moy excavate 6" below the bottom of the
<br />pipe 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 />3.- This trench section may be used for unimproved street rights of way
<br />or easements.
<br />7-17-1 -85
<br />Revised By _ TRENCH SECTION Approved by
<br />7 -I -es (NEW STREETS)
<br />by LJ, C1W 6NGINEZ%,;
<br />I by CITY OF STOCKTON Date cl 8!81. 5�
<br />Non c DEPARTMENT OF PUBLIC WORKS n. o u
<br />EN
<br />141P
<br />C O [�/ F� �� ISI Y
<br />801 17th STREET, SUITE F, MODESTO, CA. 95354
<br />PH: (209) 526 9724
<br />SURVEY
<br />"1 _
<br />Addi trona,
<br />Pry Ho /e
<br />Pick
<br />Machined
<br />Surface 6
<br />PLAN
<br />SECTION
<br />ast Iron Skid
<br />?esistant Cover
<br />Cover Markings
<br />Soni tory S_-wer,
<br />Storm Drain or
<br />Son,><ary ,Storm
<br />Cast Iron Frame
<br />lndry Identification
<br />'•e. (Optional)
<br />OP T/ONA L_
<br />NO TES
<br />/. Manhole Frame and Cover t0 be "PHOEN/X P -/090n or
<br />"P/N,<E,eTON A -G Z4" or approved equal.
<br />2. Cover s17a11 be designed to withstand H-ZO Highway Loading.
<br />3. frame and Cover sh.7/l be fu//Y net.9c•h%ned fO assure
<br />in ferchangeability and close qu/et fit.
<br />4. See Section 7_4'-/.09.7ofStandarYSp ecifi'cafions for fu.21ify of
<br />Manhole Frames and Covers acre table.
<br />No.I • Revised By Approved by
<br />11 7-1-84 MANHOLE FRAME & COVER I
<br />oa
<br />Drown by Y-/,
<br />Checked by R. w. CITY OF STOCKTON Da}ail tS1110154
<br />Scale None DEPARTMENT OF PUBLIC WORKS Drawing No.
<br />Pwvemerf seciion as specified in an "Encroachment
<br />Permi><'shalJ /.7/<j:precedence over the Pavement Section
<br />_asshown.
<br />J w Pavemen f to: be %'higher titan - _.Diamond SaW cutting or other -
<br />adaccnt Pavement: Apply PogSeal.:1appro✓cddcvICC. Rc ave fo a -
<br />-coat of SS-,/AsohalfEmulsian... -clean stra/ghf c�e Typ,).
<br />0 a o OU oo
<br />6 o0 npo = OPp o Oo oOssjj�
<br />So ..•.rS-eScuNbaaedc00o
<br />pavement Section steal/ 6' Relative compac,+/on of 95';
<br />be equiva/cnt �o existing '
<br />pavement but /n no cast 3 ' -Com ect in !2"max, /a ere
<br />less than 6"ofA3 and3"AG tv __ to a min. relative compaci;or,
<br />ALTERNATE of 90%.
<br />Deep lift A. C. section of
<br />7'm/n. or Vz the thickness
<br />Of the existing structural -
<br />- =_Compact m 12'1.7✓ere
<br />to aSectnwhicheverisgreater,6uft n gnoi
<br />' minimum relati vc Compaction
<br />_Xc. section. : ' .. ' . of 55 °.'o ...
<br />Compact in 6"layers to a minimum
<br />to/a>`ive compaction of as -
<br />• a Materia/ to be imported sand -
<br />a or do approved clean granular
<br />+ mate, free of all lumps and
<br />debris etc. having the followiro
<br />- __gradriry:I00opassing3/4"g
<br />20, 0 /0asstng No., 2001
<br />Minimum ,5ardE�ulva/cnf =20,
<br />8" z 'B'= -_ Shope bottom of french to fit pipe
<br />barrel a pipe joints.
<br />NOT ES
<br />I. CortraClor may yt his cxoc n5C C 3;'ai a 'o"be/ON f�Z 60f -OM of 'he
<br />aipc and replace wit,%Sona or gag; eg3'c subbase in ;,eu or"s.h apira
<br />'bottom of trend; to `tt pip=bares.'. 4^,nras:ailbesr,.�c:cd/neitne` a.:
<br />Z, 'When trench and excavation is /n existin. ,caved s --eels, r�e;'acc
<br />IDavclrcn7, 6"oi- ca:_r,- sie'e of trent-,.
<br />S. Trench in a in ea.6 erne: / : _5 and other areas ro' in
<br />/Jet Cr<f/ilei' WI'.^ nZn vc o y rC'.'a �I VC �:PC.7C tlO r1 or rri'S '�
<br />f=1an from acovc ma;r-e oUovvcs' W,herJd^;=r �Wd by c Cit y,
<br />i Engineer,
<br />.J If&�'V;at/On from si'�•n Gari 're `%CI'7 Se�'ior7, if S.`iJ'r'b,. >� nJ'-_.. Cn
<br />l r_L �IvY.'S ;,nS,7eci f%ca:'%Or7 .
<br />6.- Cracked, rutted, rave/led, brittle, or other poor paving may be line cut.
<br />7. - The above pipe bedding detail opplicoble to stable soil conditions only.
<br />^:o. RevisedI By Approved
<br />1 7-1-81 TRENCH SECTION i b y
<br />(EXISTING STREETS)
<br />D YJ
<br />F
<br />NOTE
<br />Interior of Cone to be coated in accordance with
<br />Section 71-/.09 of Standard Specifications.
<br />5,�
<br />14
<br />SEC7-1o1V A -A
<br />CONCENTRIC CONE
<br />_. (STANDARD INSTALLATION).
<br />a
<br />0
<br />1
<br />w A
<br />SECTION 3-5
<br />ECCEN TRIC CONE
<br />(USE WITHPRIOR APPROVAL ONLY) more
<br />All h.;ndling holes shall be
<br />phegged with concrete morbr
<br />affCr COrle %nSf,llJfian.
<br />SECTION C -C
<br />CONCENTRIC SHORT CONE
<br />2 7-1-85 (OSEWITHPRIOR APPROVAL ONLY)
<br />No. Revised By PRE -CAST CONCRETE Approved by
<br />1 7-1-84
<br />Drawn by Y.,/. MANHOLE CONES Gily Engineer
<br />Chocked by CITY OF STOCKTON. Date •aIII) to I53
<br />Scale None DEPARTMENT OF PUBLIC WORKS Drawing No.
<br />Core %W'c
<br />•33"dram. Anchor8o/ts
<br />raven by c TY sNcwe Drownby YJ.
<br />Checked by CITY OF STOCKTON (Date 1r(ry(Yo 50� Checked by R. W.
<br />Scale None DEPARTMENT OF PUBLIC WORKS Drawing No. Scat None
<br />PLAN �.
<br />Letter '5"P1.7--edo1 eenfer of cover.
<br />CITY ENGINEER, STOCKTON, CA.
<br />SEG T/ON A -A
<br />LAMPHOLE
<br />Approved 13'
<br />RING & COVER
<br />CITY OF STOCKTON Da» Illi
<br />STANDARD DETAILS
<br />WY (OF STOCKTON
<br />LIGURIAN VILLAGE
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />59
<br />Concrete Co//ar Consirueiion.
<br />//z�A C. over Concrete Teeca/fora//Manho%s in
<br />Ce//ar f fr/ Pavement area.
<br />\6„ Manhole frame and cover to
<br />F
<br />" conform to Standard Drawing inish Grade � I \ I 1 Ar'
<br />No. 54. Grout frame to
<br />L grade ring. SZope to match
<br />0 0° o a� o finish grade.
<br />7 n 4..: �. `;; 3" or` -8" precast Reinforced
<br />Concrete Grade Rings as
<br />required.
<br />.• Z Diam. �:.
<br />a t; Precast Reinforced Concentric
<br />O j
<br />Interior ofA?anho% to Manhole Cone.
<br />be coated in accordan ce ;
<br />' with Section 71-1.09 of the :d
<br />Standard Specifications.
<br />Tongue and Groove Joints
<br />a for Mortar. Mortar all Grade
<br />1 a Rings and Seclions 2:1 mix.
<br />- M.H. Pipe Sections
<br />S/ape @
<br />,•a I �L .9,..-
<br />`-- Grout
<br />f
<br />Class "B" Concrete or
<br />C
<br />r '' a • • : _ 1 J.: 9 :' base.
<br />4.
<br />MOTES:
<br />Precast Reinforced Concrete Manhole Units shall conform to A. S.T.M.'C-478.
<br />Construct Pipe •loini at 2fect maximum from base of Manhole. Flexible joint.
<br />Prior approval must be obtained before installing more than 12" of grade rings.
<br />1 Revised 8y MANHOLE TYPE I FOR PIPES Approved by
<br />I s -I -az 33" DIAMETER OR SMALLER
<br />Drawn by Y-1. City Encineer-
<br />Checked by CITY OF STOCKTON Date ; ; pa 155
<br />5
<br />Scale None DEPARTMENT OF PUBLIC WORKS Drawing No.
<br />31 I
<br />•� N
<br />\ SeeSfand.2rd' rawingNo.S9
<br />far Ring Ind Cover.
<br />PLAN
<br />Natural Ground
<br />arPavement. � 5!.I
<br />/ .
<br />6'diam. Pipe
<br />45'
<br />'I_P/ug end.
<br />FL E VATION
<br />END VIEW
<br />NOTE
<br />Install lamphole of end of a// sonitory trunk lines.
<br />40. Revised By
<br />I 1 7 -I -e4 LAMPHOLE
<br />Drawn by Y.J.
<br />Checked by CITY OF STOCKTON
<br />Scale None DEPARTMENT OF PUBLIC WORKS
<br />SCALE: H:
<br />V:
<br />OWENS DESIGN CONSULTANTS
<br />23570 So. Olive Avenue
<br />Ripon, CA. 95366
<br />(2 9) 599-5224
<br />Approved by
<br />Date 11 11)
<br />20
<br />2U
<br />3g�6• l�
<br />DEPARTMENT
<br />•
<br />OF PUBLIC WORKS
<br />NOTE:
<br />CITY OF
<br />STOCKTO-N, CAi_IFORNIA
<br />THE DETAILS SHOWN HERE ARE FOR THE CONTRACTORS
<br />AS TO
<br />NEW
<br />SANITARY SEWER
<br />CONVENIENCE ONLY. THE CONTRACTOR SHALL BE FAMILIAR
<br />APPROVED
<br />BY:
<br />DATE:
<br />/
<br />WITH ALL CORRECT AND UPDATE CITY OF STOCKTON
<br />STANDARDS AND SPECIFICATIONS.
<br />/sl_.
<br />0P%"f,
<br />V 0e ,,, Op .�
<br />CITY ENGINEER, STOCKTON, CA.
<br />SEG T/ON A -A
<br />LAMPHOLE
<br />Approved 13'
<br />RING & COVER
<br />CITY OF STOCKTON Da» Illi
<br />STANDARD DETAILS
<br />WY (OF STOCKTON
<br />LIGURIAN VILLAGE
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />59
<br />Concrete Co//ar Consirueiion.
<br />//z�A C. over Concrete Teeca/fora//Manho%s in
<br />Ce//ar f fr/ Pavement area.
<br />\6„ Manhole frame and cover to
<br />F
<br />" conform to Standard Drawing inish Grade � I \ I 1 Ar'
<br />No. 54. Grout frame to
<br />L grade ring. SZope to match
<br />0 0° o a� o finish grade.
<br />7 n 4..: �. `;; 3" or` -8" precast Reinforced
<br />Concrete Grade Rings as
<br />required.
<br />.• Z Diam. �:.
<br />a t; Precast Reinforced Concentric
<br />O j
<br />Interior ofA?anho% to Manhole Cone.
<br />be coated in accordan ce ;
<br />' with Section 71-1.09 of the :d
<br />Standard Specifications.
<br />Tongue and Groove Joints
<br />a for Mortar. Mortar all Grade
<br />1 a Rings and Seclions 2:1 mix.
<br />- M.H. Pipe Sections
<br />S/ape @
<br />,•a I �L .9,..-
<br />`-- Grout
<br />f
<br />Class "B" Concrete or
<br />C
<br />r '' a • • : _ 1 J.: 9 :' base.
<br />4.
<br />MOTES:
<br />Precast Reinforced Concrete Manhole Units shall conform to A. S.T.M.'C-478.
<br />Construct Pipe •loini at 2fect maximum from base of Manhole. Flexible joint.
<br />Prior approval must be obtained before installing more than 12" of grade rings.
<br />1 Revised 8y MANHOLE TYPE I FOR PIPES Approved by
<br />I s -I -az 33" DIAMETER OR SMALLER
<br />Drawn by Y-1. City Encineer-
<br />Checked by CITY OF STOCKTON Date ; ; pa 155
<br />5
<br />Scale None DEPARTMENT OF PUBLIC WORKS Drawing No.
<br />31 I
<br />•� N
<br />\ SeeSfand.2rd' rawingNo.S9
<br />far Ring Ind Cover.
<br />PLAN
<br />Natural Ground
<br />arPavement. � 5!.I
<br />/ .
<br />6'diam. Pipe
<br />45'
<br />'I_P/ug end.
<br />FL E VATION
<br />END VIEW
<br />NOTE
<br />Install lamphole of end of a// sonitory trunk lines.
<br />40. Revised By
<br />I 1 7 -I -e4 LAMPHOLE
<br />Drawn by Y.J.
<br />Checked by CITY OF STOCKTON
<br />Scale None DEPARTMENT OF PUBLIC WORKS
<br />SCALE: H:
<br />V:
<br />OWENS DESIGN CONSULTANTS
<br />23570 So. Olive Avenue
<br />Ripon, CA. 95366
<br />(2 9) 599-5224
<br />Approved by
<br />Date 11 11)
<br />20
<br />2U
<br />3g�6• l�
<br />
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