HomeMy WebLinkAboutC802 Street Details2" PREFORMED
OINT FILLER
5' -0" MIN.
\NSVERSE JOINT
6
-0" BETWEEN TRANSVERSE
\NSVERSE JOINT
2" PREFORMED
JOINT FILLER
JOINTS
PAVEMENT
2' ROLL CURB
MAX. RAMP SLOPE 1 /FT.
RAMP
4
SECTION A -A
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CONTRACTION
JOINT (TYP.)
SECTION C C
1 /4 /FT. MIN.
EARTH
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SIDEWA
RAMP
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SIDEWALK PLAN VIEW
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CLASS "A"
CONC.
PLACE EXPANSION JOINT
AT BACK OF CURB LINE
B OR AT SIDEWALK LINE
TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED
NOTE: WHERE STORM DRAINS CONFLICT WITH
RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN.
TYPICAL ASPHALT
PEDESTRIAN PATH X- SECTION
VAR. VAR.
'WIDTH OF RAMP
SIDEWALK 4
SECTION B -B
PAVEMENT SURFACE
SLOPE ASPHALT PATH TO ROAD
OR TOWARD TOP OF BANK OF DITCH
r
4
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS
A 4
4
4
NOT —TO —SCALE
3" TOPSOIL, SEED OR SOD AS REQUIRED
TO MATCH EXISTING
a
\ic CURB TAPER
CHAIR BACK CURB DETAIL
TRANSITION TO GRASS
NOT -TO -SCALE
EXISTING GRADE
11111111111111 11
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TOPSOIL
12 -3/4"
9 -3/
ASPHALT PATH
110# SYD. BITUM SURFACE NO. 11. LV ON
220# SYD. BITUM BINDER NO. 8, LV ON
5" COMPACTED AGGREGATE BASE, SIZE NO. 53 COMPACTED BACKFILL
2 "R.
5 -0"
6
0000
0o
0o
00
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WITH SECTION 621
OF I.D.O.H. SPECIFICATIONS WITHIN
THE STREET RIGHT —OF —WAY.
4
°OO°°
SHOULDER, TOPSOIL, SEED
OR SOD, AS REQUIRED TO
MATCH EXISTING
DEWALK 4" THICK
SLOPE 1 /4" FT.
.__4" MIN. GRANULAR
MATERIAL
6" J 18"
2 "R.
4
SLOPE 1 /4" PER FOOT
24"
4'
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0 0000oo
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0 0 cP0o
GRANULAR
BACKFILL
d
4
RESIDEN11AL STREETS ONLY
REVERSE GUTTER
CHAIRBACK CURB
NOT- TO-SCALE
da
4 4
4
0000
000
0
op
LIMITS OF FULL DEPTH
III I II
II
III
PAVEMENT WIDTH VARIABLE
-,LL STONE BASE TO
EXTEND UNDER CURB
COMPACTED
#53 STONE
COMPACTED SUBGRADE
GRANULAR BACKFILL
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SHOULDER SECTION
CURB SECTION
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.
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e.
t• *t•
100'
EMMEN
■41,"
TRANSVERSE EXPANSION JOINTS
50' R/W
30 -0"
COMPACTED
SUBGRADE
TYPICAL STREET CROSS SECTION
NOT —TO —SCALE
1" H.A.C. SURFACE #11
3" H.A.C. BINDER #9
9" COMPACTED STONE SUB —BASE #2
VA/A /VA /A COMPACTED SUBGRADE
PAVEMENT COMPOSITIONS
NOT —TO —SCALE
TOPSOIL
3
SIDEWALK, TOPSOIL, SEED
OR SOD, AS REQUIRED TO 1 0"
MATCH EXISTING
COMPACTED BACKFILIY
CURB JOINT DETAIL
TOP OF CURB
2/
MUM=
TRANSVERSE CONTRACTION JOINTS
BOTTOM OF CURB
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.
I 1 l I 111 L11 7 1
24"
NOT —TO —SCALE
STONE BASE TO
EXTEND UNDER CURB
4.5"
17.5"
CONCRETE ROLL CURB GUTTER
(TYPE I)
4 0"
SIDEWALK
SLOPE 1 /4" FT.
4" THICK
0
(I I
I I I I I
POINT
COMPACTED
#53 STONE
COMPACTED SUBGRADE
ROLL CURB GUTTER
TYPE I
BACK OF CURB
GRADED LAWNS
MIN. 3" TOPSOIL
TOP SOIL
=I 1 I I -1 I I -111 -1 I I —I I I -1 I I
I I I—I I I—I I I—I I I
;111 -0 1 -1 1 -1
BACKFILL
4" MIN. GRANULAR
MATERIAL
5' -0" MIN.
MIN. 4"
5-0"
NOT —TO —SCALE
1 -0
5-0" MIN.
TOP SOIL
11 1 -11 I I�I i
MIN. 3
PREPARED SUBGRADE
PROPERTY LINE
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.)
CONCRETE SIDEWALK
NOT —TO —SCALE
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SHEET NO.
C802
CONSULTING ENGINEERS
LAND SURVEYORS
INDIANAPOLIS
REVISIONS