HomeMy WebLinkAboutC201 SITE DETAILSCONCRETE PAVING SECTION
STANDARD DUTY ASPHALT PAVING SECTION
INTEGRAL WALK
AND CURB DETAIL
CURB JOINT DETAIL
C201SITE DETAILSw160607-C201 site detSIDEWALK SECTION
- DRIVEWAY CROSSING
(NO SCALE)
4"-#53 STONE
7" FIBER ADDITIVE
REINFORCED CONC.
(NO SCALE)
6"-#53 AGGREGATE
2.5"-H.A.C. #8 BINDER
1.5"- #11 H.A.C. SURFACE
4" COMPACTED
GRANULAR BASE4"8"
1/4" PER FOOT SLOPE
CLASS "A" CONCRETE
18"SCORE
PAVEMENT6"6"
1/8"RAD.
2"2"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 JOINTS6.0' BETWEEN TRANSVERSE JOINTS48.0' (max) BETWEEN EXPANSION JOINTS1/2" PREFORMED JOINT FILLER 48.0' (max) BETWEEN EXPANSION JOINTS(NO SCALE)
VARIES (SEE PLANS)
1" RAD.
50' MAXIMUM
(NO SCALE)
CURB TAPER DETAIL
END OF CURB
PAVEMENT
6" STANDING CURB
SECTION VIEW
PLAN VIEW
3'-0"6" STANDING
CURB TAPER PAVEMENT
END OF CURB
1"
COMPACTED SUBGRADE MAY REQUIRE TREATMENT
BEFORE PAVING
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 ISSUESW16.0607PREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0607DATEBY10.08.2021MLTDATE:RLWKnow what'sbelow.
before you dig.Call
R
D.B. KLAIN CONSTRUCTION, LLCVILLAGE OF WEST CLAY LOT 8SUBMITTED FOR REVIEW10.04.2021 RLWE N G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB u ild w ith c o n f id e n c e .S MPART OF BLOCK "F", VILLAGE OF WEST CLAY, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAMEETINGHOUSE ROAD, CARMEL, INDIANA 46032RUSSELL L. WEBSTER II, PE No. 11900318
10/8/2021RUSSELL L .WEBST
ER I
IPROFESSIONA L E NGINEERREGISTEREDINDIANA
No. PE11900318
STATE OFFINAL CONSTRUCTION PLANS10.08.2021 RLW
01/11/22