HomeMy WebLinkAboutC800 Construction Details11 /2 F'KtFUKMtU
JOINT FILLER
5' -0" MIN.
"OP!!
TRANSVERSE JOINT
6' -0" BETWEEN TRANSVERSE
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JOINT FILLER
JOINTS
2' ROLL CURB
MAX. RAMP SLOPE 1 /FT.
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SECTION A -A
C
CONTRACTION
JOINT (TYP.)
N' /1 L
SECTION C -C
1/4"/FT. MIN.
SIDEWALK PLAN VIEW
SIDEWALK
A-i
RAMP,
A,
C "A"
LASS
CONC.
NOTE° WHERE STORM DRAINS CONFLICT WITH
RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN.
6' -0" 1O' -O"
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PIPE UNDERDRAIN
'sa E, ALE
PLACE EXPANSION JOINT
AT BACK OF CURB LINE
B OR AT SIDEWALK LINE
TYPICAL ASPHALT
PEDESTRIAN PATH X- SECTION
SIDEWA K
TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED
SLOPE ASPHALT PATH TO ROAD
OR TOWARD TOP OF BANK OF DIT';H
VAR. VAR.
I WIDTH OF RAMP
4' MIN
SECTION B -B
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CONFER
hIM. 5' :iJ8 5i F .CE D AIN
NOTES:
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Wctertrains, stern sexh3s. !.T+•.r%g sewn. ect.'
1" H.A.C. SURFACE #11
3" H.A.C. BINDER #9
9" COMPACTED STONE BASE #53
V/V /V /V /V /V COMPACTED SUBGRADE
PAVEMENT COMPOSITIONS
NOT —TO —SCALE
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
SHOULDER, TOPSOIL, SEED
OR SOD, AS REQUIRED TO
MATCH EXISTING
RESIDEN11AL STREETS ONLY
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PAVEMENT
GRANULAR
BACKFILL
LIMITS OF FULL DEPTH
PAVEMENT WI
GRANULAR BACKFILL
TH VARIABLE
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.
100'
1111111111ME
TRANSVERSE EXPANSION JOINTS
CURB JOINT DETAIL
TOP OF CURB
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.
1. Fill geotextile bags approximately half full
with 2 to 3 inch stone or gravel.
2. At a position downslope of the lot and upslope
of the inlet, lay bags tightly in a row curving
upslope from curb and away from inlet.
3. Overlap bags onto the curb and extend a min—
imum of 3 feet into the street.
4. For additional layers, overlap bags with the
row beneath, and leave a one —bag gap in the
middle of the top row to serve as a spillway.
5. Place bags in an arc around curb inlets that
are in a sump position.
6. Set up safety /traffic barriers to keep vehichles
from hitting bags, causing possible injury.
7. Inspect and repair as needed, and remove any
accumulated sediments after every storm.
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SIDEWALK, TOPSOIL, SEED
OR SOD, AS REQUIRED TO
MATCH EXISTING
BOTTOM OF CURB
COMBINATION CURB
SIDEWALK DETAIL
NOT TO SCALE
a
COMPACTED SUBGRADE
5' -0" OR 6' -0"
CONCRETE WALK
SLOPE 1/4" FT.
ow-
4
U
GRANULAR BACKFILL
Gravel bags overlap onto the curb *A
Ti 4 k
71%
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L
Runoff
Gap between bags
acts as a spillway
CURB INLET PROTECTION DETAIL
r:
BACK OF CURB
GRADED LAWNS
TOP SOIL
5-0" MIN.
3 ft. (min.)
1 -0 1"
�1 1/2" RAD
Oa
NOT -TO -SCALE
03
COMPACTED SUBGRADE
5'-0" MIN.
SLOPE 1/4" FT.
PAVEMENT
SURFACE
-111- III III III —Ill �III1IIillIlil�liIIlil
_IIII I T I I II_I
111 111 11) I MIN. 4
BACKFILL 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.
/II
SUBBASE UNDER ALL CURBS, SIDEWALKS, PATHS, AND DRIVES SHALL BE PLACED IN ACCORDANCE
WITH SECTION 304 OF THE INDOT STANDARD SPECIFICATIONS
I
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-�I -III
1' -O" R/W
TOP SOIL
1
1 1/4" RAD.
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PAVEMENT SURFACE
NOT -TO -SCALE
ASPHALT
PAVEMENT
CURB ON ASPHALT DETAIL
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS
NOT -TO -SCALE
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
t 4" MIN
CONCRETE SIDEWALK
NOT -TO -SCALE
3" TOPSOIL, SEED OR SOD AS REQUIRED
>TO MATCH EXISTING
EXISTING GRADE
IIIII
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JOB NO.43405PLA AA
CONSULTING ENGINEERS
LAND SURVEYORS
CERTIFIED
INDIANAPOLIS
REVISIONS
REVISED PER TAC COMMENTS