|
Top of pwmnent grade
<br />Conucfc Co/%i Cons7iucrion.
<br />Precast rekfomed concrete
<br />i 11,1 Q_I
<br />Wade adlaelrrMnt ,imps
<br />C
<br />2", 3", 4" a Be sections
<br />�
<br />��d, I
<br />as required
<br />C
<br />Precast reinfwpd
<br />.:
<br />can 00 cone.
<br />p0
<br />Ail jokes mortared and
<br />f _
<br />boded with mortar an
<br />WSlee
<br />45'
<br />both Interior and esteyxN
<br />`!
<br />.i
<br />II
<br />surfaces.
<br />CoAnt¢eF Lo
<br />Lt
<br />t+
<br />}�
<br />Top of pwmnent grade
<br />Cast iron Frame and Cover - refer
<br />No Improve l Standard No. C-5
<br />4"-i I- T
<br />Class "B" Concrete for ,o
<br />base Pre -cast base
<br />moy be used if approved
<br />by the Engineer.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />w NOTE: A I'-6" cancirsts cone may be used if approved by the Engineer.
<br />TYPICAL STORM
<br />SEWER MANHOLE
<br />4TY OF SAN JO,
<br />LRTMENT OF PUBLIC W
<br />Conucfc Co/%i Cons7iucrion.
<br />Precast rekfomed concrete
<br />LOT
<br />Wade adlaelrrMnt ,imps
<br />C
<br />2", 3", 4" a Be sections
<br />�
<br />��d, I
<br />as required
<br />C
<br />Precast reinfwpd
<br />.:
<br />can 00 cone.
<br />p0
<br />Ail jokes mortared and
<br />boded with mortar an
<br />WSlee
<br />45'
<br />both Interior and esteyxN
<br />`!
<br />.i
<br />II
<br />surfaces.
<br />CoAnt¢eF Lo
<br />Lt
<br />t+
<br />}�
<br />Precast reinforced maNale
<br />"
<br />Dw9. No.
<br />44
<br />pipes, ASTM 0478,0** I
<br />'
<br />q
<br />proper eM(1,2',3'
<br />Y
<br />Shown Othsrwiwz
<br />agra
<br />4' ..Hien a repvedJ
<br />"
<br />`
<br />Cast iron Frame and Cover - refer
<br />No Improve l Standard No. C-5
<br />4"-i I- T
<br />Class "B" Concrete for ,o
<br />base Pre -cast base
<br />moy be used if approved
<br />by the Engineer.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />w NOTE: A I'-6" cancirsts cone may be used if approved by the Engineer.
<br />TYPICAL STORM
<br />SEWER MANHOLE
<br />4TY OF SAN JO,
<br />LRTMENT OF PUBLIC W
<br />of
<br />Conucfc Co/%i Cons7iucrion.
<br />LOT
<br />Tpicr/fore ,vcn no%s in
<br />/!VA
<br />A C, ever Concrdc T �/reCJ Pwet'�ncni ares.
<br />C
<br />Natural Ground lo, Rin, end Cover.
<br />�
<br />��d, I
<br />Manieole - `? arc cover Zo
<br />C
<br />_
<br />Finish Gras% �� 1 I ✓ —'
<br />ccrtf ern ;o .. t,aecr_
<br />?
<br />p0
<br />J
<br />WSlee
<br />45'
<br />No. 54 Grou7.Tae
<br />7
<br />grade r na oe o a7cn
<br />+
<br />.i
<br />II
<br />^o
<br />CoAnt¢eF Lo
<br />Lt
<br />t+
<br />}�
<br />0
<br />J
<br />09
<br />Dw9. No.
<br />44
<br />-inisn grade.
<br />V
<br />Install 9amphole at end of all sanitary trunk
<br />:ines.
<br />Y
<br />Shown Othsrwiwz
<br />J
<br />C, ;
<br />-
<br />`
<br />l9'
<br />i
<br />-4"-6n Precast Reinforce:
<br />Checked by DLW
<br />N
<br />BY
<br />Date 7/1/89
<br />Drawing He. 58
<br />R; ht of WQLj
<br />ExP 93
<br />AVE., SUIT
<br />NQ. 15.831""
<br />X3`'1
<br />•N
<br />Concrete Grade .Rings as
<br />_-i
<br />Bock of 5ldmwalk
<br />-
<br />required.
<br />UATf _—
<br />CHECKED
<br />BY JMS JDIRECTOR
<br />Foto, of Cu, -b
<br />__..__..__-19-9/
<br />rtl
<br />15831
<br />2-1."" 9aw'Zinq holes, 180
<br />:,LS BUILT
<br />BY ICQUNTY
<br />OF SAN JOAQUIN
<br />_ _
<br />deg• apart, to be pZucced
<br />wdk Mortar aiier 2nsiallatmr..
<br />'.I;
<br />Precast Reinforced Corceninc
<br />/aiernor ofM.;ynhole to _
<br />Manho Le Cone.
<br />be coaled in aceardonce
<br />_
<br />with Section 7/-109 of the >
<br />-
<br />��.' Si�nd�rd specifications.
<br />Tongue and Groove Joints
<br />I
<br />for Mortar. Mortar all Crude
<br />q!
<br />Rings and Sections 2:1 mi:.
<br />4e'd.m,.
<br />,e
<br />i
<br />:
<br />.v
<br />M.H. Pioe Sections
<br />a.
<br />a
<br />•
<br />v
<br />C
<br />•-.
<br />I y
<br />i
<br />—Grout
<br />m
<br />m
<br />a
<br />Class "B" Concrete `or
<br />base.
<br />d
<br />P
<br />C
<br />v
<br />m
<br />4 4 t
<br />G q
<br />L
<br />T
<br />_
<br />_
<br />NOTES:
<br />m
<br />Precast Reinforced Concrete .Vanda Le units 3h,2ZZ conform to A.S.T.u. C-473.
<br />Construct Pip,Joint at 2fret maxim.., ;r -on,, base ou Manhole.
<br />r:eziolejoin!
<br />Prior approval must be obtained 'before installing more
<br />than 12" of grade rings.
<br />N..1
<br />Roviud By
<br />MANHOLE TYPE I FOR
<br />PIPES
<br />Appm..dby
<br />33', DIAMETER OR SMALLER
<br />Drown by YJ
<br />cit En"a'neeief
<br />,
<br />Checked by
<br />CITY OF STOCKTON
<br />Date t, .slaw
<br />J cJ
<br />Scale Nand
<br />DEPARTMENT OF PUBLIC WORKS
<br />717-1„_" ,
<br />of
<br />LOT
<br />0
<br />C
<br />Natural Ground lo, Rin, end Cover.
<br />_.
<br />or Pavement
<br />C
<br />�
<br />we
<br />I ' ' 1 ' I ' I2,
<br />r:
<br />'�
<br />J
<br />WSlee
<br />45'
<br />+
<br />.i
<br />II
<br />C.O.S.
<br />7
<br />CoAnt¢eF Lo
<br />Lt
<br />t+
<br />}�
<br />0
<br />J
<br />09
<br />Dw9. No.
<br />44
<br />Fr-on*Ul
<br />Ci naeAB
<br />ASSOCIATES
<br />Install 9amphole at end of all sanitary trunk
<br />:ines.
<br />Y
<br />Shown Othsrwiwz
<br />J
<br />C, ;
<br />-
<br />proved by
<br />o.
<br />City Engineer
<br />d
<br />-Ni
<br />Drawn b M.B.L
<br />Checked by DLW
<br />N
<br />BY
<br />Date 7/1/89
<br />Drawing He. 58
<br />R; ht of WQLj
<br />ExP 93
<br />AVE., SUIT
<br />NQ. 15.831""
<br />X3`'1
<br />•N
<br />r
<br />_-i
<br />Bock of 5ldmwalk
<br />-
<br />JOH
<br />UATf _—
<br />CHECKED
<br />BY JMS JDIRECTOR
<br />Foto, of Cu, -b
<br />__..__..__-19-9/
<br />rtl
<br />15831
<br />:,LS BUILT
<br />�Lup of
<br />L
<br />all
<br />0
<br />J
<br />V' Sonii'Cr
<br />-
<br />3' opening I Su Note No 3)
<br />PLAN VIEW
<br />,it Star. Sewer M.h .Neter
<br />erovement Staderd IN I—
<br />to foundation �
<br />Be Nin
<br />eau "Be concrete �
<br />.moony all arta.. of to. .pulp
<br />-ea Roban Ily'pkal)
<br />4•
<br />SECTION A -A SECTION A -A
<br />PIPES LARGER THAN 36" DIA. PIPES 24" TO 36" DIA.
<br />NOTES
<br />I. The foundation shall be a minimum of 5' for 44"O.D+ pipe and smaller.
<br />2. Far pipe larger than 44'O.D., the foundation shell extend a minimum of Be beyond oath
<br />fide of the pipe.
<br />3. Opening to be 3' long A (LIX of pipe) wide, up to 36" I.D. pipe. Far pipes larger than
<br />36" I.D. , opening to be 36" Diameter or Square.
<br />REvnEa PATE pe red ler ere
<br />SADDLE -TYPE MANHOLE FOR
<br />PIPE 2411 DIA. AND LARGER APPR'v'D'r
<br />COUNTY OF SAN JOAQUIN k,MNIliviewMTA
<br />DEPARTMENT OF PUBLIC WORKS STANDARD Nn e -
<br />ib -than. And2or6olfs
<br />PLAN
<br />p 1
<br />Letter 5'p/aced
<br />.rt center of cover
<br />SEC T/ON A -A
<br />\ 1=i
<br />� Machined Surrxes
<br />_.I "'e LAMPH0LE sPPo eo Sy 'T
<br />Dwwn by y.. RING & COVER - �'-- •
<br />ch.a.dby '-rr. w. CITY OF STOCKTON Dame yl/T /to 59
<br />Scale ,vane D9ARTMENT OF PUBLIC WORKS Ons inq No.
<br />y D¢Pcn�tmmck-F of Public Works t Citly o,F S-tocic-toc�
<br />p co, 1< FOR SAtiaT"42Y SIII wEQ
<br />AAPr'ovmd bb:�
<br />I -X121 ,
<br />Poul Smcl9i bougF-tl Git En43 in¢.•zr-, St'oek-1-on, Calif.
<br />22
<br />?G, --..__-
<br />Mo
<br />1 1 I�1�1
<br />■on�■e
<br />I
<br />S.
<br />PLAN
<br />sv
<br />Teeter with (3) 51T . T bolt, See Stand rd Drawing
<br />No. 59
<br />Natural Ground lo, Rin, end Cover.
<br />_.
<br />or Pavement
<br />IMPROVEMENT PLANS
<br />1�I
<br />we
<br />I ' ' 1 ' I ' I2,
<br />r:
<br />'�
<br />m -I' I'
<br />45'
<br />moo—w
<br />.i
<br />II
<br />22
<br />?G, --..__-
<br />Mo
<br />1 1 I�1�1
<br />■on�■e
<br />I
<br />S.
<br />PLAN
<br />sv
<br />Teeter with (3) 51T . T bolt, See Stand rd Drawing
<br />No. 59
<br />Natural Ground lo, Rin, end Cover.
<br />_.
<br />or Pavement
<br />IMPROVEMENT PLANS
<br />1�.
<br />r:
<br />er diem. Pipe
<br />45'
<br />j
<br />n
<br />lel
<br />-_P.ug end.
<br />COUNTY OF SAN JOAQUIN
<br />ELEVATION
<br />END VIEW
<br />N07E:
<br />ASSOCIATES
<br />Install 9amphole at end of all sanitary trunk
<br />:ines.
<br />No.
<br />RevisedBy
<br />LAMPHOLE
<br />C, ;
<br />-
<br />proved by
<br />o.
<br />City Engineer
<br />APP�tC)VFG BY L'AT1
<br />I`,HEEt
<br />Drawn b M.B.L
<br />Checked by DLW
<br />CIT'( OF STOCKTON
<br />DEPARTMENT DF PUBLIC WORKS
<br />BY
<br />Date 7/1/89
<br />Drawing He. 58
<br />State None
<br />Nocton. 6YIl<
<br />'1
<br />A
<br />r SECTION A -A
<br />NOTES: I. Irvin type grate may be
<br />aso as altern.t.
<br />2. Grate shall be fastened to frame
<br />with 18"Rje heat-treated chain.
<br />SECTION B -B
<br />FRAME & GRATES
<br />(STANDARD -STORM DRAIN- INLET 1 AP Rov[o By
<br />.
<br />COUNTY OF SAN JOAQUIN <I N M,<wuNIRATAl
<br />DEPARTMENT OF PUBLIC WORKS srANOARD No.
<br />by
<br />CENTERLINE FRONT LOT
<br />LINE
<br />I
<br />FINISH GRADING
<br />LINE
<br />PLAN VIEW
<br />I'li. i'1 I- �,-
<br />22 J"
<br />SECTION A -A
<br />NOTE Grata snail be fattened to (roma
<br />with IB"xf haat-treated chain.
<br />FRAME & GRATE 7577211 `a
<br />Dw.
<br />( 1811 STORM DRAIN INLET) AP go
<br />COUNTY OF SAN JOAQUIN fixed
<br />DEPARTMENT OF PUBLIC WORKS STANDARD No. C-7
<br />PLAN VIEW
<br />NOTES
<br />f) Frame and Grate .hall conform
<br />to Improvement Standard No C-7,
<br />2) Two feat minimum below finished
<br />grade in new development
<br />In existing street,, may be lose than
<br />2' with the approval of the Engineer.
<br />SECTION A -A SECTION B -B
<br />Mo. "Et'n`a I DATE]18" STORM a
<br />D..
<br />DRAIN INLET WED WV ���
<br />DRAWN w CZE.. COUNTY OF SAN JOAQUIN HENRY, M. IMTA Dos
<br />cNEexeo er DEPARTMENT OF PUBLIC WORKS STANDARD NO. C-4
<br />fCALE NONE
<br />n
<br />u
<br />. Finish Lot Pad
<br />Street Section (FLAT)
<br />Curb, Gutter 6 Sidewalk Temporary Grading Line
<br />Rear Lot Shall Be
<br />A Min- of 1%
<br />TYPICAL LOT SECTION
<br />NO SALE -
<br />DATE
<br />REAR LOT
<br />LINE
<br />AM ARSE
<br />5651 N. PE
<br />ALBERT
<br />backfill with materials "at to er
<br />better than the existing pavement
<br />In Quality and thickness.
<br />JJ Existing Pavement- -
<br />o61- •/ Compact M 12"max. layers —
<br />' 6"1
<br />M. to a min.relative Campbell.
<br />n (TYP) of 95%iNldw pavement and
<br />shoulders, and 90%
<br />— — — outside dloWders. — —
<br />Y —
<br />6 — Compact in 24"max. [ayers'
<br />> — to a minimum
<br />_ O — retail" compaction O'
<br />d 0 of 35 %. O
<br />Compact in 6" layers -�
<br />to a minimum
<br />10" 0. D. 10"
<br />MM. Min. ,start" compaction Min. Min.
<br />W 90 %'
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />1. Re wive compaction of mare,;.]$ shall be tested by the Stole of Callt.rnia,
<br />Dept. of Transportation Testing Manual, test method No California 216 or 231.
<br />2. All existing pavement shall be reel, cut to line prior to trench excavation.
<br />3. Jetting or ponaing will be Permitted within the street Right of Way with 3 year bond.
<br />4.e When shown by soil composition and compactibllity, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Warks.
<br />:TSE
<br />- -- TYPICAL TRENCH BACKFILL APR OVED BY
<br />` 3
<br />COUNTY 0 SAN JOAQUIN -but
<br />NONE - DEPARTMENT OF PU6UC WORKS STANDARD No. A-7
<br />Properly Linc -Properly Line -60' R/w
<br />P>ce or Curb t
<br />/2° 122,
<br />a Risen — l / 4°Riser (See 9,wd,. 64)
<br />pp
<br />l4PipetoSewerMain 2� fopSewerMain
<br />c
<br />NIA
<br />�I4
<br />CASE I (see Dwg. 64) CASE 2 (see DW9. 64)
<br />TYPE'A"CURB, GUTTER TYPE 'D 'or E'COX B
<br />with SIDEWALK GUTTER and SIDEWALK
<br />Trace Wire w/2 or hawvier
<br />Pro pp art yy Line I^i Extend yPaboveground.
<br />C45E 2 Y4"'ta le --Depress.''S'in Wa/A or
<br />Tate al Carb.
<br />c oto
<br />oli
<br />`>lee I Face of Carb
<br />H AIS ,CASE /
<br />p `ol. s
<br />Flo
<br />u c io
<br />elm Scwer Merin. cg'9
<br />><4 or Tic oFy
<br />P/u9� 1
<br />�/2'r/myth afFipe. �;
<br />"Y "tar "T "connection
<br />NOTES (see note N0.2)
<br />When modified Curb, 0utter and Sidewalk, meandering Sidewalks,
<br />or any other special Cases arc encountered, Cleanout$ and other Ulili, y
<br />locaiipn shall be determined by tal Engineer time Sub div/Sion Plans
<br />are submitted for tentative approval and fine/approval Sha// be by the
<br />City Engineer.
<br />2. "ectioneacy to be deed on oth. main line pipe. "T'"or '"Y"conn-
<br />ec7ion may be used on a// ocher main line pipe.
<br />2 7-1-85
<br />No. Revived By Approved by
<br />7 -I -B4 HOUSE LATERAL — —
<br />Drawn by YJ City E,ginew
<br />Checked by CITY OF STOCKTON Date l'13J`Y 6-J
<br />Scale None 09ARTMF 1 OF PUBLIC WOW Drawing No.
<br />MEADOWOOD
<br />IMPROVEMENT PLANS
<br />DETAILS
<br />DEPARTMENT OF PUBLIC WORKS
<br />j
<br />COUNTY OF SAN JOAQUIN
<br />TI 81
<br />ASSOCIATES
<br />- -
<br />-_
<br />'v>LTIN
<br />C, ;
<br />-
<br />APP�tC)VFG BY L'AT1
<br />I`,HEEt
<br />6-!O
<br />VIL ENGINEERS
<br />'t 1
<br />DESIGNED
<br />BY
<br />� --
<br />5
<br />ExP 93
<br />AVE., SUIT
<br />NQ. 15.831""
<br />X3`'1
<br />STOC TON i:A "
<br />d c fr
<br />DRAWN BY
<br />_-i
<br />of II Sf
<br />-
<br />JOH
<br />UATf _—
<br />CHECKED
<br />BY JMS JDIRECTOR
<br />I _ C -f LI
<br />OF PUBC WORKS
<br />__..__..__-19-9/
<br />rtl
<br />15831
<br />:,LS BUILT
<br />BY ICQUNTY
<br />OF SAN JOAQUIN
<br />
|