HomeMy WebLinkAboutC201 SITE DETAILSSTANDARD DUTY ASPHALT PAVING SECTION
CURB JOINT DETAIL
C201
SITE DETAILS
w200705-C201 site det
SIDEWALK SECTION
- DRIVEWAY CROSSING
(NO SCALE)
6"-#53 AGGREGATE
2.5"-H.A.C. #8 BINDER
1.5"- #11 H.A.C. SURFACE
1/2" PREFORMED JOINT FILLER
TRANSVERSE JOINT
TRANSVERSE JOINT
1/2" PREFORMED JOINT FILLER
5.0' (MIN.)
4" #53 AGGREGATE
6" CONCRETE
PREPARED SUBGRADE
(NO SCALE)
PREPARED SUBGRADE
(NO SCALE)
TYPICAL
SIDEWALK SECTION
5.0' (MIN.)
4" CONCRETE
4" #53 AGGREGATE
1/2" PREFORMED JOINT FILLER
TRANSVERSE JOINT
TRANSVERSE JOINT
6.0' BETWEEN TRANSVERSE JOINTS
6.0' BETWEEN TRANSVERSE JOINTS
48.0' (max) BETWEEN EXPANSION JOINTS
1/2" PREFORMED JOINT FILLER
48.0' (max) BETWEEN EXPANSION JOINTS
50' MAXIMUM
(NO SCALE)
CURB TAPER DETAIL
END OF CURB
PAVEMENT
6" STANDING CURB
SECTION VIEW
PLAN VIEW
6" STANDING 3'-0"
CURB TAPER
PAVEMENT
END OF CURB
1"
COMPACTED SUBGRADE MAY REQUIRE TREATMENT
BEFORE PAVING
(2) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR DENSITY
#8 CRUSHED STONE OR
APPROVED EQUIVALENT
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
TYPICAL BEDDING SECTION - PVC & HDPE
ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MIN. 9" CLEARANCE SHALL BE
PROVIDED ON EACH SIDE OF THE INSTALLED PIPE
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
D = DEPTH OF BEDDING
MATERIAL BELOW PIPE
(1) REGULAR BACKFILL
GREATER THAN 5' (1)
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE IN
THE PUBLIC
RIGHT-OF-WAY
1.25 Bc + 12" (MIN.)
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT
12" MIN.
Bc
(NO SCALE)
4"
CONCRETE STOOP
5.0' (MIN.)
4" #53 AGGREGATE
6" CONCRETE
PREPARED SUBGRADE
(NO SCALE)
REVISIONS AND ISSUES
W20.0705
PREPARED FOR:
PROJECT NO.
SHEET NO.
CHECKED BY:
DRAWN BY:
RLW
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W20.0705
DATE BY
03.29.2021
MLT
DATE:
RLW
Know what'sbelow.
Call before you dig.
R
D.B. KLAIN CONSTRUCTION, LLC
VILLAGE OF WEST CLAY
SITE PLAN FOR STATE RELEASE 02.03.2021 MLT
E N G I N E E R S
317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Engi Suveryi neeir l ng Ci vi ng |
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
PART OF BLOCK "F", VILLAGE OF WEST CLAY, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA Build with conf idence. SM
12755 HORSEFERRY ROAD, CARMEL, INDIANA 46032
RUSSELL L. WEBSTER II, PE No. 11900318
03/29/2021
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No. PE11900318
STATE OF
FINAL CONSTRUCTION PLANS 03.29.2021 MLT
04/13/21