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111647
<br />THRUST BLOCK DETAILS
<br />451 Max,
<br />N_
<br />on
<br />-I' Min. -
<br />TYPICAL SECTION THRU
<br />CAST IRON BEND TEE OUTLET DEAD END
<br />THRUST BLOCK
<br />THRUST BLOCK OI____._ON— - ------ -
<br />-1 TV W
<br />FITTING A B F I T T
<br />6" LINE 10" LINE
<br />22 1/2* 610 2 2 1/2 3 0 2 0'
<br />450 2 0 2'- 0" 450 4'- 0"
<br />Som
<br />ca 26
<br />Or TEE OUTLET 4 1-0 1
<br />TFE OUTLET 6 0'
<br />DEAD END 3'- Q` 2' - 0" DEAD END 4'--Q' 4' - 0'
<br />_8." LINE
<br />- ----------
<br />2 0 2 0 22 112"
<br />450 31_0 2'- 6" 450 01
<br />900 3 1 - 6 900 a 0 11 4' -.0
<br />EE OUTLET 3 6'
<br />- 0' TEE OUTLET
<br />T_
<br />DEAD END 6 3
<br />REVISED I DATE
<br />NOTES 1 I All thrust blocks shall be Pwrold
<br />against undisturbed soil and $hall
<br />N. Cls 'n" r
<br />A
<br />L
<br />Td Raised I -otters r.
<br />1®.4— 4! 3 1-- .1 %4
<br />VIEW A -A Lip 0 0 0
<br />with 45*
<br />bevel with
<br />chorriter
<br />VIEW B B
<br />Appffx. or
<br />If 0C.
<br />Expansion Joint Typical L4
<br />17, N
<br />-=41
<br />IF
<br />VIN _O TAS
<br />"",_-Grooved in a hiorringboints
<br />pattern with I" groov" approx,
<br />34 1 J "O -C. ; gra es VWd be
<br />oligrood porciflell to crosswails
<br />stripes.
<br />Grooves QpprOX' A ' O.C.
<br />4
<br />12'
<br />4,
<br />to'
<br />Cost irII
<br />on Frame and C r ref
<br />z to Improvei ill ment Standard
<br />Top of pavement grade
<br />Prorca3t reinforced ciancreto
<br />grode adjust rings
<br />2" 3", 4" Ek 6" sections
<br />as reqused
<br />Precast reinforced
<br />Diann,
<br />a.
<br />up,
<br />concrete cone.
<br />All joints mortared and
<br />baided with mortof on
<br />both interior and exterior
<br />surface&
<br />5" Mini
<br />Precast reinforced manhole
<br />2
<br />pipes® ASTM C478,odlu3t to
<br />At
<br />00 Diam,
<br />4
<br />2
<br />proper "nilion, 0%2, 3
<br />.4
<br />0
<br />sections as required.)
<br />Lowest
<br />A':
<br />>
<br />g.
<br />>
<br />it
<br />4
<br />"B"
<br />Class Concrete
<br />for 9
<br />base, Pro- cost base 0
<br />may be used if
<br />approved
<br />by the Engineer,
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />NOTE A 1'- 6" concrete cone may be used if approved by the
<br />En ineer
<br />ss a nc r a t e. V
<br />✓ Expansion Join, ypCQ4
<br />Thrust block dimensions were
<br />2 _,\�
<br />calculated to allow a soil Cover Lift
<br />Fr ome -
<br />bearing value of 1,000 pounds
<br />,
<br />per square foot 1It "'I'Moterioll Cost Iron Foe* of Cwb--
<br />- s
<br />Hole
<br />ISED OAT
<br />\ _ Crosswalk 4� t2 0 �A
<br />_5
<br />hwhl BY
<br />NOTES: Id CHECKED BY
<br />��
<br />SCALE NONE
<br />4 �o I
<br />I. 6' Romp for 411 . " curb height and 2% sidewalk slope For 6" curb height either use 8' romp ortrwisitkv
<br />1
<br />1. curb height to 41 from expansion joint to beginning of romp.
<br />A
<br />6. is f
<br />2, Catch basins and other Obstruct" ore not to be located within the wheelchair path area. - - - - - -
<br />1 S," Standard B-4, B-5, or B-6 too, Curb, Gutter a Sidowaik Details; and State Standard Plan NS -B for
<br />SECTION A -A other details,
<br />pro,01 by NO REVISED DATE _RO. REVISED by
<br />qi ip\/Fy mnmi IKAF T
<br />O By
<br />— -------- Oats
<br />THRUST BLOCK DETAILS WHEELCHAIR RAMP
<br />APPRQE
<br />FRAME 6 COVER ASSEMBLY APP / ROVED BY
<br />PLAN VIEW
<br />oval by
<br />� 7.21�
<br />NOTES a I
<br />1) From# and Grate shall conform
<br />to Improvement Standard
<br />2) Two feet minimum below finished
<br />grade In now development,
<br />In existing streettit, may be less than
<br />2' with the approval of tho Engineer,
<br />Dole
<br />DRAWN BY 6 ,
<br />:WRIA,vv'� ST 7;i!�r HENRY,� W. HIRATA 00 to 1 .. HEN
<br />SAN JOACUIN COUNTY OF SAN JOAOUIN COUNTY OF SAN JOAQUIN
<br />HECKED try COUNTY OF ___ - - - P 0" .. _.— P
<br />DF_PAR'rMENf` OF PIJBLI(`WORKS STANDARD NO.E-3 DEPARTMENT OF PUbLIC WORKS DEPARTMENT OF PUBLIC WORKS STANDARD NO.
<br />,CALE NONE —SCALE NON
<br />Grout smooth all ti of pipe opening
<br />3' Opening See Note No 3) Orodo Ringo
<br />A lo" 5 Rebore (typical)
<br />6"x 60 - W 1.4 X W 1 4 welded wire fabric
<br />Iron Lid
<br />0
<br />,12' Minimum
<br />wattle- p r a a fd rr a c In i n e d Max
<br />FOR ALL STRE stating surf 0 30 imum
<br />LOCATIONS -
<br />Ex cion Joint FA xponsion Joint pN'gI I I m`r ''�
<br />6 14 6"
<br />>
<br />Asphalt Concrete-, F
<br />Finished Grade Sidewalk
<br />Wor p Warp A
<br />-7
<br />Sidewalk
<br />4
<br />PLAN VIEW 41
<br />ego
<br />Clarnii Concrete
<br />Curb and
<br />Gutter Line Ll U (,//l I
<br />Gutter —Z- Gutter SECTI N A -.A T W
<br />E: 113 fj_ N a.. REYISIED DATE Re 4d far pon"t vs,
<br />? �?-,94
<br />LOCATIONS
<br />C7- -1 Standard Storm sewer Manhole. Refer
<br />4" STORM Date
<br />to Improvement Standard No, C-1 _�X
<br />A APP ED BY
<br />F Concrete Base to be _0� �4' Dio.., DRAIN INLET
<br />around Valve, Box.
<br />Extensions
<br />D a.- 4 Dip, HENRYRATA Dote
<br />Concrete Base not PLAN �0 DRAWN BY C�121F_ COUNTY 0 F SAN JOAQUIN kK�L,�, -
<br />necessary when Volvo ,---Grout to foundation CHECKED BY DEPARTMENT OF PUBLIC WORKS STANDARD NO, C-4
<br />in back —Dia,olipipts-
<br />SCALE NONE
<br />ROK IS 1000led e
<br />of s,devali
<br />Back of Walk ,-Curb Lino
<br />a' Min.
<br />A" Min. A_
<br />Critter Line
<br />NOTES: -Class B Concrete
<br />24"
<br />ELEVATION
<br />I FD — 3 HOLES
<br />I Valve box and Lid shall be Christy No, (3 5, Brooks Nat RT or 4 -TT, or equal. SECTION A -A EQUALLY SPACER
<br />2. All Lids and Grade Rings Shall hooe machined staling surfaces. -*-- 4"__O�
<br />3 Extensions viall be as manufactured for the Valve Box supplied or Pipe of correct 5' Min.— 5' M I STEEL BAR VENT- OPTIONAL----\ 1.
<br />size can be used. Variable 5 6 2 0" SECTION A—A SECTION A—A — I - - 11la4
<br />3/4 R PIPES LARGER THAN 36" DIA PIPES 24" TO 36'° DIA. �W.T
<br />30* 4 _T
<br />Slope per I
<br />N
<br />v.
<br />e:
<br />NOTES, SECTION B -B SECTION C -C
<br />REVISED I DATE
<br />R!!± I I a —Y1 I I $,
<br />CHECKED NONE
<br />I.
<br />SCALE NONE,
<br />I. The foundation shall be a minimum of 5' for 44" O.D. pipe and smaller.
<br />SECTION A—A 2. For pipe larger than 44wO,D,, the foundation shall extend a minimum of 8" beyond each
<br />side of the pipe
<br />3, Opening to be 3' long x ( I,D, of pipe ) wide , up to 36" 1,D. pipe, For pipes larger than
<br />36" I.D. opening to be 36" Diameter or Square.
<br />N0. REVISED DA E Ra
<br />d 1, f -6? provol by
<br />114
<br />R da for wf9"I OF REVISED ATE dod f opprovol by -TYPE MANHOLE FOR I NO. REVISED DATE
<br />76 SADDLE
<br />TYPICAL CORi MMERCIAL
<br />'f_ 6 APPHOVED BY
<br />VALVE BOX PIPE 24" DIA.'AND LARGER
<br />AP ROVED By AgROVED BY
<br />ORA*N BY r- 2.E-. HEM
<br />Pik HIRATA
<br />COUNTY OF SAN JOAQUIN lot (Pvliwr
<br />0
<br />ata H Oat@ CHECKED BY DEPARTMENT OF PUBLIC WORKS 01 BY
<br />C. e, E
<br />COUNTY --O—F" _SAN —JOAQ—UIN COUNTY OF SAN JOAQUIN -=M $ FA �LC STANDARD NO. C-2
<br />P. J. T__- CHECKED BY if' �V
<br />DEPARTMENT OF PUBLIC WORKS STANDARD NO. E-2 SCALE NONE-- DEPARTMENT OF PUBLIC WORKS STANDARD NO, A-3
<br />C
<br />SCAL N NE
<br />0
<br />PICK HOLE
<br />A
<br />lox IT'" PICK H
<br />PLAN' VIEW
<br />NOTE, Frame and Cover shall be 011
<br />machined to assure interchangeability
<br />and a close quiet f It. o
<br />4 provol by N
<br />-84
<br />FRAME a COVER
<br />(MANHOLE) APPROVED BY
<br />1, °fd 14
<br />1 F q
<br />S� W-THI off
<br />H_ mp
<br />COUNTY OF SAN JOAQUIN 01: r of l fi
<br />DEPARTMENT OF PUBLIC WORKS STANDARD NO, C-5 o,
<br />APPROVED 9-19-89-
<br />R. W. SIEGFRIED & ASSOCIATES CIVIL ENGINEERS
<br />4045 CORONADO AVENUE STO('KTON, CAUFORNiA
<br />JOB NO DATE
<br />DESIGN
<br />CHIECKFU BY fit E NO
<br />DATE
<br />DRAWN BY
<br />CHEGIKED BY
<br />JOB NO
<br />SHEET
<br />
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