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JOINT FILLER
5'-O" MIN.
TRANSVERSE JOINT
6' -0" BETWEEN TRANSVERSE
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SECTION A -A
CONTRACTION
JOINT (TYP.)
SECTION 0 -0
TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED
NOTE: WHERE STORM DRAINS CONFLICT WITH
RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN.
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CLASS "A"
CONC.
PLACE EXPANSION JOINT
AT BACK OF CURB LINE
OR AT SIDEWALK LINE
VAR. VAR.
WIDTH OF RAMP
SIDEWALK 4' MIN
SECTION B -B
PAVEMENT SURFACE
A
4
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS
NOT —TO —SCALE
9
3" TOPSOIL, SEED OR SOD AS REQUIRED
7 TO MATCH EXISTING
4.
CHAIR BACK CURB DETAIL
TRANSITION TO GRASS
NOT -TO -SCALE
EXISTING GRADE
1' 0
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TOPSOIL
COMPACTED BACKFILL
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12 -3/4"
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2 "R.
6"
5' 0"
4
SHOULDER, TOPSOIL, SEED
OR SOD, AS REQUIRED TO
MATCH EXISTING
S DEWALK 4" THICK
SLOPE 1 /4" FT.
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4" MIN. GRANULAR
MATERIAL
4' -0"
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WITH SECTION 621
OF I,D.O.H. SPECIFICATIONS WITHIN
THE STREET RIGHT –OF –WAY.
2 "R.
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18"
SLOPE 1/4" PER FOOT
24"
NOT -TO -SCALE
GRANULAR
BACKFILL
REVERSE GUTTER
CHAIRBACK CURB
RESIDENTIAL STREETS ONLY
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LIMITS OF FULL DEPTH
SHOULDER SECTION
—Ti1 I I
III III
PAVEMENT WIDTH VARIABLE
GRANULAR BACKFILL
ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED
WITH B. BORROW WHERE A CUT EITHER TRANSVERSES OR PARALLELS
THE ROAD SURFACE. GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION
OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT —OF WAY.
CURB SECTION
SLOPE: 1 /4" FT.
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GRANULAR
BACKFILL
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13'
NOT –TO –SCALE
SIDEWALK, TOPSOIL, SEED
OR SOD, AS REQUIRED TO
MATCH EXISTING
100'
MIIII 111
—141 14,
TRANSVERSE EXPANSION JOINTS
50' R/W
30'—
NOT –TO –SCALE
5" 5D BASE
COMPACTED
SUBGRADE
TYPICAL STREET CROSS- SECTION
1" H.A.C. SURFACE #11
7" COMPACTED STONE SUB –BASE #53
VA /V /V /V/V COMPACTED SUBGRADE
PAVEMENT COMPOSITIONS
NOTE: ALL PAVING IS TO BE COMPLETED
IN THE SAME PAVING SEASON PER
THE CITY OF CARMEL.
TOP OF CURB
MEM=
MENEM
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TRANSVERSE CONTRACTION JOINTS
WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION
AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER
SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS
AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING
BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS
SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD
BE INSTALLED AT 20 FOOT SPACING.
CURB JOINT DETAIL
13' -0"
SLOPE: 1/4" FT.
BOTTOM OF CURB
TOPSOIL
COMPACTED BAC
<FIL
10"
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CLASS "A"
CONCRETE
0"
ROLL CURB GUTTER
TYPE I
SIDEWALK
SLOPE 1/4" FT.
III 1 1 =11 1=1 11 I 1 1 1 1=
1 -1 I I—
24"
MIN.
MIN. 3"
4" THICK
TOPSOIL
4" MIN. GRANULAR
MATERIAL
5' -0"
CONCRETE ROLL CURB GUTTER
(TYPE 1)
NOT —TO —SCALE
GRADED LAWNS
III III III III III -1 I I -I 1I-
11 1 111- 111 111I I I —I I I—I
X111- 111 -111 1
BACKFILL
TOP SOIL
MIN. 4"
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MIN. 3
PREPARED SUBGRADE
PROPERTY LINE
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BACK OF CURB
5' -0" MIN.
TYPICAL SIDEWALK SECTION
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE
REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
6 3/4"
NOT TO —SCALE
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LOW POIN
NOT —TO —SCALE
T
COMPACTED SUBGRADE
OR AGGREGATE BASE
5' -0" MIN.
CONCRETE SIDEWALK
TOP SOIL
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SHEET NO.
C802
CONSULTING ENGINEERS LAND SURVEYORS
REVISED PER TAC COMMENTS
INDIANAPOLIS
REVISIONS