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1 1/2" 10 1/2" R
<br />See Detail 1'-0� 2'-0"'
<br />"A'" 3/4' R
<br />4 1/2
<br />1 1/2"— 3 i..
<br />I
<br />I 1 Detail "A"
<br />2
<br />I 6 -TI 7 1/2..
<br />_ ° . ° --t . '' 1 Depressed letter "' W'
<br />or "S' (two inches
<br />high) in curb to
<br />Three– 5/8" x 24" long steel dentify service
<br />dowels, greased and wrapped 6 locations
<br />one side through every
<br />expansion joint.
<br />TYPE "E" BEVEL
<br />CURB & GUTTER
<br />7'-6"
<br />4'-6" min. 1 12" 2,-0„
<br />(sidewalk) I
<br />r Broom finish 1 1/2" 1
<br />Scores Gne — —_
<br />Slope i/a" Def 1 1 4 1/2"" 2"
<br />MI6.. 72' tMin.
<br />ptional x \
<br />6
<br />Typ. subgroup \
<br />Seven– 5/8" x 24" long steel ` groom finish
<br />dowels, greased and wrapped At returns
<br />one side through every
<br />expansion joint
<br />MONOLITHIC BEVEL
<br />NOTES: CURB, GUTTER & SIDEWALK
<br />1. Construct expansion joints 0 200' maximum and at returns, around
<br />poles, hydrants, other fixed objects in sidewalk, and driveways
<br />2. Transverse weakened plane joints shall be constructed ® 10' maximum
<br />Intervals.
<br />J. All radii are 3/4" unless otherwise noted.
<br />4. Curb, gutter & sidewalks shall have a fine broom finish.
<br />5. All curb return shall be type A curb and gutter.
<br />6. For subgrade "R" value less than 50, place six inches aggregate sub
<br />base under all concrete and compact to 907. Subgrade material under
<br />curb gutter and sidewalk shall be compacted to 907 relative compaction
<br />to a depth of six inches.
<br />TYPE "E„
<br />CURB, GUTTER, & SIDEWALK
<br />by LD RESIDENTIAL STREETS
<br />°"••`•• by COUNTY OF SAN JOAQUIN °au SEPT. 1991
<br />S,– NONE DEPMt " OF Pu wd1K3 m...,R N.. R – 5
<br />ROADSIDE DITCH
<br />60'
<br />30'
<br />20'
<br />29
<br />20'
<br />30'
<br />7.5'
<br />7©
<br />F. °• °°•°°••°°° °•••• ROADSIDE DITCH
<br />--------------
<br />TYPE "A" CM Al GUTTER
<br />�6" SUBCRADE COMPACTED TO 959 COMPACTION
<br />HANSEN ROAD
<br />NOT TO S
<br />10+00 - 13+00
<br />T.1. = 8.0
<br />R=29
<br />4"AC/8"AB/5"A6B
<br />TYPE "A" AC DIKE (TYP,)
<br />SEE RSP A97
<br />1
<br />13+00 - 14+95
<br />T.1. = 8.0
<br />R=5
<br />4"AC/8"AB/13"ASB
<br />50'
<br />2'-6"'
<br />6 2'-0"
<br />3/4" RDepressed letter "W'
<br />(typ)� 1 1/2" _ or 'S' (two inches
<br />Level line high) in curb to
<br />1„ I identify service
<br />locations
<br />Three °5/8" ,x 24" long steel °W— •Water line
<br />dowels, greased and S— Sanitary sewer line
<br />wrapped one side through
<br />every expansion joint.
<br />TYPE "A"
<br />CURB & GUTTER
<br />Variable -' - 2'-0"
<br />l , Level line
<br />Broom finish 3/4" R
<br />Scored line if (tYP) t' -
<br />6"
<br />monolithic pour 6' Broom \ c \
<br />Slope 1/4"' per , finish N
<br />4.
<br />N
<br />x 24" long steel dowels °
<br />spaced 12" o.c., greased and 12'" 12^� �1 1/2" & 3 1/2" key
<br />wrapped one side through
<br />every expansion joint. unless poured monolithic
<br />CURB, GUTTER & SIDEWALK
<br />NOTES:
<br />1. Construct 3/8" expansion joints is 200' maximum and 1/4" returns, around
<br />light poles, hydrants and other fixed objects at sidewalk.
<br />2. Transverse weakened plane joints shall be constructed 0 12' maximum
<br />intervals.
<br />3. All radii are 3/4" unless otherwise specified.
<br />4. Curb, gutter, and sidewalk should have a broom finish.
<br />5. All curb returns shall be type A curb and gutter.
<br />6. For subgrade "R" value less than 50, place six inches aggregate subbase
<br />under all concrete and compact to 907. Subgrade material under curb gutter
<br />and sidewalk shall be compacted to 907 relative compaction to a depth of six
<br />inches.
<br />TYPE "A"
<br />CURB, GUTTER, & SIDEWALK
<br />JLD COMMERCIAL & INDUSTRIAL
<br />`""•' w COUNTY OF SAN JOAQUIN °a'• SEPT. 1991
<br />+__• NONE o w"Wu" w ww P°RKB w•.:,s N.. R – 6
<br />NOTE: SEE SOILS REPORT FOR
<br />LIME TREATED BASE ALTERNATIVE.
<br />CENTERLINE STRIPING TO 8E A40N6
<br />GEOMETRIC CENTERLINE OF PAVEMENT.
<br />R
<br />roil I
<br />,,,,,,....7; ,,,,,,,.. s
<br />ra...�rrss'°rose'io�.+r�9•+rrsiar,,r.+rsa✓.%+ssy.+or%-sr
<br />.5086RADE COMPACTED TO 957. COMPACTION
<br />HANSEN ROAD
<br />NOT TO SCALE
<br />T.1. = 8.0
<br />R=5
<br />4"AC/8"AB/13"AS8
<br />ROADSIDE DITCH
<br />TYPE "A" CURB AND GUTTER
<br />REINFORCE
<br />DRIVEWAY
<br />COVEA IS
<br />THAN /
<br />'061PACTED Cf
<br />MATERIAL
<br />60'
<br />CONSTRUCTION
<br />30'
<br />30'
<br />P, 2
<br />Bir
<br />Bir
<br />-----------------
<br />COMPACTED
<br />s%----------oii
<br />5`956RADE COMPACTEDO 957. COMPACTION
<br />` / , /i
<br />14+95 - 19+38.30
<br />T.1. = 6.0
<br />R=5
<br />3"AC/8"AB/6"ASB
<br />TRENCH DETAIL
<br />U cc LE
<br />.. r ,„-•z. - ''.tom'!"+'
<br />See Standard Drawing No. R-5
<br />joints
<br />11
<br />CURB TRANSITION
<br />DroM°, JLD DETAIL
<br />COUNTY OF SAN JOAQUIN °v'• SE?T. 1991
<br />S -P NONE DEPARTMENT Or PUBLIC WORKS pm,,,•,y 9 — a
<br />E BACKFILL
<br />ROADSIDE DITCH
<br />234
<br />232
<br />23 0,
<br />228 PARALLEL
<br />TO ROAD
<br />FILL Cv MAIN DR/VEW,yy
<br />PERPENDICULAR TO ROAD
<br />STA 5*00 - S* 20
<br />PROVIDE
<br />'P4 REBAR
<br />@ 12"
<br />O.C.
<br />E.W.
<br />WHERE
<br />CULVERT
<br />COVER IS
<br />LESS
<br />Tli
<br />1'-D".
<br />SEE
<br />6"x
<br />6"– WI.4 x WI.4 welded wire fabric
<br />12' Minimum
<br />Z
<br />Back of Walk
<br />z
<br />a
<br />R/w A
<br />Expansion Joint
<br />Expansion Joint
<br />'
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<br />Oa
<br />35" Min.
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<br />W
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<br />Curb and
<br />o W
<br />P4
<br />Gutter \
<br />Line
<br />�z
<br />Gutter--1Gutter
<br />W
<br />z
<br />3,-01. 2'-0" A
<br />2'-0.. x, C„
<br />PLAN
<br />r
<br />Back of Walk 7 -Curb Line
<br />lip Gutter Line
<br />ELEVATION
<br />R
<br />36" min. or to R/W 2'-0"
<br />whichever isN o
<br />greater 5'-6, \
<br />Slope =1/4" per t'
<br />li
<br />J— p
<br />r
<br />a 2"—
<br />SECTION A—A
<br />TYPICAL COMMERCIAL &
<br />DRIVEWAY
<br />D—INDUSTRIAL
<br />e» JLD
<br />c....w by
<br />COUNTY OF SAN JOAQUIN
<br />DEP.PIKCM °r wBuc PORKS
<br />°a• SEPT. 1991 .
<br />I—, ,,,. p
<br />swY NONE
<br />V JUOLKAll (,L WHL1W IU ✓D7R 60MYA61101V
<br />HANSEN ROAD NOT To ScALE
<br />2+-7'7 - 5+00
<br />T.1. = 8.0
<br />R=5
<br />4"AC/8"AB/13"ASB
<br />8" CSP NhERE APPLICABLE
<br />STA 5+50
<br />CROSS - SECTION
<br />SCALE: I"= 10' HORIZONTAL
<br />l" = 2' VERTICAL
<br />234
<br />232
<br />230
<br />228
<br />CA: 800–
<br />NV:
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