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vl
<br />0
<br />ee Detail A
<br />5'-6"
<br />30' min.
<br />—T AIQ
<br />f
<br />C
<br />P of curb
<br />ASPO
<br />DETAIL A
<br />Premolded joint filler per /
<br />5/8" Steel Dowels
<br />Flowlin of
<br />0�_
<br />A.S.T.M. D-1751
<br />24!' long, greased
<br />gut Expansion
<br />Jtt
<br />91
<br />and wrapped one
<br />11(� Joint i'not
<br />Exponsi N
<br />3 1
<br />\n N
<br />side
<br />joint
<br />)int
<br />EXPANSION
<br />JOINT
<br />Lip of gutter
<br />1/8"
<br />to 1/4!'
<br />Catchbasin as mbly to be set
<br />is Zt
<br />1" flo
<br />below line of gutter
<br />PLAN
<br />79 C0A1CRA-77Z-
<br />v- 6 u-rrFR (.5. 1. Co. .5-ro. Ala. czr- ce,3)
<br />6EC770AI 8 - B
<br />Sidewalk 4!' throat
<br />2" Min opening 24!'
<br />40AR'OE-'D aIA16
<br />Expansion
<br />Joint
<br />WEAKENED PLANE
<br />JOINT
<br />1/2 dia.
<br />A
<br />Weakened
<br />bolt
<br />plane joint
<br />Boss to hold Ci X
<br />�XP4IJ5/
<br />n/grate
<br />PIL
<br />lot -y'
<br />in place 0
<br />E E GRATE
<br />JOIAt
<br />Weakened
<br />Plane Joint
<br />24" dia. conc.. 12" dia.
<br />5'-0" Scom
<br />Lines lle deep
<br />pipe (see note min..
<br />51D,E4JA1k
<br />Ie
<br />//7
<br />no. 5) S= .01 in.
<br />'... ... 25 1/2'
<br />12"
<br />1 41,•
<br />Boss
<br />A'
<br />-7771
<br />7311 33"
<br />Expansion Joint
<br />411
<br />f80
<br />CTION
<br />NOTES:
<br />NOTES:
<br />S=0-00
<br />1. Firve hair
<br />broom f and sidewall,
<br />finish on curb, gutter.,
<br />1. All exposed steel s allbedei p
<br />oped with
<br />2 coots of coal t ted to a PL OF FRAME
<br />heated
<br />T Z*� �tzal_
<br />2. Construct
<br />transverse� expansion joints in curb. guttei
<br />and sidewalk at 200'
<br />pitch
<br />minimum m of 180.
<br />minimum of 180' or galvanized.
<br />maximum
<br />spocing and at returns,, light poles, hydro
<br />its, both sides of
<br />frame
<br />2. Grate frome a side inlet shall conform to
<br />driveways,
<br />and other fixed objects. , Transverse exp c
<br />rision joints on 200'
<br />South E30Y Fo dry A-645 frame with either A-390
<br />spacing stall
<br />be 3/6' thick. All others may be l/
<br />r thick.
<br />rivited or A 90-M fabricated steel grate.
<br />A- 90-M
<br />3. Construct
<br />weakened plane joints in,,curb, gutter, an
<br />sidewalk at 10 foot
<br />3. Grate shall chained to frame.
<br />.151
<br />cTloAl A -A
<br />intervals
<br />ind score lines at each midpoint in the s
<br />Jewalk only. Where
<br />4. Gratis she be depressed 1" below gutter
<br />joining eAsting
<br />sidewalk, the pattern shall match t
<br />I existing to the nearest
<br />profile
<br />)f I e gr g Ae
<br />-
<br />curb retu
<br />'n.
<br />F5. 24 p
<br />i barrel shall be class 11 R.C.P., or
<br />or,
<br />CIO or 3 non -reinforced concrete pipe.
<br />,0,e1V,64_f4V
<br />04F7-A11_S
<br />0
<br />SIDEWALK SCORING''
<br />W,Sa-
<br />'t -A I my
<br />TYPE 1
<br />?3 e 2 -el
<br />0 7-5
<br />I
<br />EXPANSION AND WEAKENED
<br />I
<br />PLANE JOINTS
<br />CURB INLET CATCHBAS.IN
<br />0�n JLD
<br />IV JLD
<br />10wow or
<br />COUNTY OF SAN JOAQUIN
<br />SEPT. 1991
<br />COUNTY OF SAN JOAQUIN
<br />SEPT. 1991
<br />WOMW W 1�111116111
<br />I lm*q R-11
<br />00-AATMLW or P"
<br />N& D - 13
<br />r
<br />WAIN NONE
<br />Dia. 'a Standar
<br />I frame and
<br />Cost Iron Frome, and Cover - refer
<br />refer
<br />Top of pavement grade to Standard Drawing No. S-4
<br />T' -O"
<br />in.
<br />6" cover c
<br />ssembly 0) 00
<br />Mortar
<br />Htwz
<br />re
<br />Precast reinforced concrete 0
<br />coxi i/
<br />40-06 Minimum (Sidewalk)
<br />aroam Finish swifte Lit"
<br />2'-0*—/— Brown Finlih
<br />A.C.
<br />-A, Flown,
<br />I Returns•
<br />At W
<br />MWING
<br />ra de
<br />de adjustment rings
<br />3 -
<br />3" 4 1 & 60 sections
<br />required
<br />as required
<br />\A
<br />4!'
<br />•Level
<br />Line
<br />It
<br />V)
<br />I I
<br />4
<br />Corrections B�
<br />r -.1
<br />—
<br />3/8'
<br />11
<br />In
<br />•0$,0
<br />NoChang Y7,01MCM
<br />recast
<br />recast reinforced
<br />ncral
<br />ncrete cone
<br />T_•••
<br />3/8
<br />(
<br />7• +*
<br />natp -I- a
<br />All Is mortared and 2'-0"
<br />n
<br />•,. : •
<br />69. 12"-
<br />M
<br />in
<br />Any Person sin TftDrqw
<br />An in Should Vero
<br />All 1 - The Si*Qf ft(k
<br />band iom
<br />ban with mortar on D
<br />both i rior and
<br />Undist
<br />be Survey mont
<br />ments
<br />exterior maces
<br />• Do"184 or 100s. it 240 spaced
<br />basem
<br />3/4"0 x 30
<br />iron pin
<br />LLJ
<br />17 L, tiniond ow wrapped
<br />with identific
<br />3tion, marks z
<br />(A
<br />Precast rein rced manhole, min.
<br />ON " through every
<br />LLJ z
<br />ASTM C478, *ust to .1.
<br />expansion Wow
<br />4r
<br />-�TYPICAL SECTION
<br />< a
<br />Proper elevotio (1'.2',3', .0
<br />sections as r wired)
<br />EXPANSION JOINT
<br />Z
<br />0
<br />Notes: >
<br />MONOLITHIC
<br />BEVEL TYPE
<br />Dia
<br />CURB, GUTTER
<br />B SIDEWALK
<br />ft
<br />0 LAJ
<br />> A 1
<br />1. Eccentric cones shall be
<br />'M_
<br />used where specified on
<br />NOTES:
<br />0
<br />the plans.
<br />Construct osparkslon Wets GD OW maximum and
<br />at returns, around light poles,
<br />C)
<br />2. Joints may be either keyed
<br />or tongue and 4
<br />2'-0- MIN. 2'-0- MIN.
<br />hydraints, and other fixed oblecto at sidewalk.
<br />A
<br />LIJ
<br />A z
<br />groove.
<br />Diameter "A7 shall be west
<br />3. Lo
<br />AVING
<br />Transverse weakened plans joints shall be
<br />constructed (a) 12 maximum Intervals. -ell
<br />S R11
<br />> 46
<br />46', 60", or 72" as FL
<br />ELM
<br />V"
<br />J 5
<br />3 3/
<br />0
<br />IX 0
<br />=)
<br />required.
<br />Class "Er n to or
<br />R
<br />-7
<br />L'J
<br />V)
<br />base. Pre- st base
<br />may be us op
<br />approved
<br />1/2- RADIUS TYPICAL
<br />57,
<br />by the Di ctor If �rubloic Works
<br />CLASS V CONCRETE
<br />M NIJ
<br />LL_
<br />E VATION
<br />COMPACTED ASO CLASS 11 MATERIAL TO 95X
<br />r
<br />NOTE: A V-05' concrete cone oy be used if approved the Director
<br />1/16' raised leti.-rs
<br />of Public Works
<br />CONCRETE VALLEY GUTTER
<br />Frame
<br />Cover Lift
<br />h C14
<br />ales
<br />Std. Frame & Cover 1" Clear
<br />NOTES
<br />I_M(:
<br />terial: Cost iron
<br />Mortar
<br />Flat slob shall used when
<br />depth does not mit
<br />1. CONSTRUCT EXPANSION JOINTS, PER AGENCY REQUIREMENTS
<br />01�
<br />Max. p use of
<br />tapered
<br />_T1 M10
<br />At BEGINNING & ENDS OF CURBS, EACH SIDE OF CATCHBASINS
<br />unit
<br />24" Use precast H-20 11 d rated
<br />AND OTHER FIXED OBJECTS.
<br />as manufactured by chert Precast
<br />2. CONCRETE VALLEY GUTTER TO BE USED ONLY WITH SPECIFIC APPROVAL
<br />Vl
<br />T�
<br />M or equal.
<br />Frame shall be secured E riser or
<br />OF THE AGENCY. -
<br />xt,flat
<br />r_ .1 slob top with cement ortar
<br />3.. MIN, SLOPE OF GUTTER SHALL 13E SET BY AGENCY,
<br />FLAT SLAB TOP
<br />FOUR - 5/8" X 240 LONG STEEL DOWELS, GREASED AND WOPM
<br />by
<br />ONE SIDE THROUGH ALL EXPANSION JOINTS.
<br />STANDARD STORM
<br />4 -4 BARS CONTINUOUS WITH #4 BARS AT 48' ON CENTER
<br />1 14"
<br />6!'
<br />�tgw
<br />v
<br />PREFORMED FIBER EXPANSION JOINT FILLER CONFORMING
<br />TO
<br />Diameter
<br />DRAIN MANHOLE
<br />ASTM D-1751
<br />SECTION A—A
<br />JLD
<br />by
<br />NONE
<br />COUNTY OF SAN JOAQUIN
<br />DIPAUMENT OF PUSUC WORM
<br />SEPT. 19911
<br />"It
<br />10-1 N-- D_ - 17
<br />DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY
<br />AWROM BY
<br />REVISED
<br />AT TEBERRY &
<br />ASSOCIATES
<br />LOCle.IEFORD B1_41rF5 iSUB,01 VISION 41NIr Naz
<br />Pf/
<br />3rR,,E_ErAA1,D srojem D."'AINAOL-7-A /1- 5
<br />14)
<br />SHEET
<br />4
<br />OF
<br />OF SAN JOAQUIN
<br />VERTICAL DATUM DESIGNED
<br />.516R, COVER sHhlor. DRAWN /10- a
<br />401 C
<br />VALLEY GUTTER
<br />SM JOA" COUNIN OAIC
<br />WA9cs0R or Pusuc J" twi
<br />A.
<br />IMPROVEMENT CW C23
<br />STANDAR NO.
<br />CHECKED
<br />APPROVED W G
<br />Z
<br />3494 Rush Creek Rd.
<br />ur
<br />06
<br />399 !9"br)
<br />idge, 19. 83619-
<br />( 251
<br />IV IL1
<br />SA040CIIN C0(_/'V75--'J CAZIrORIV14
<br />3 -3
<br />4Q8 -3562
<br />0
<br />
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