HomeMy WebLinkAbout8-Civil Details-Sheet No. C9.0824'W x 50'I
4000 PSI CEMENT CONCRETE
FINISH GRADE
12
12„-3/4„ CRUSHED
STONE
NOTES:
1. SEE SITE PLAN FOR LOCATION AND ORIENTATION.
2. SEE GRADING AND DRAINAGE PLAN FOR FINISHED
GRADE
3. REINFORCEMENT SHALL BE 60 KSI.
CONCRETE FOR VEHICLE PRE —WASH RINSING PAD
N.T.S.
30' MAX. BETWEEN JOINTS
3/4" EXPANSION JOINT (TYP).
5' MAX. (3/4" BITUMEN IMPREGNATED
(TYP) TOOLED CORK FILLER TO BE PLACED IN
SIDEWALK FROM TOP TO BOTTOM
DOWEL (TYP) PLAN
6—INCHES LOAM (AS SHOWN ON PLANS)
AND SEED (TYP)
1.5% MAX SLOPE —�
°d. '° Y
o°oa°moo°o°oa°
5" THICK CONCRETE SIDEWALK
(8" THICK WITH 1OX10 WIRE 8" GRAVEL BORROW
MESH AT SIDEWALK RAMPS) UNDISTURBED NATIVE SOILS OR COMPACTED
FILL PER SECTION 31 00 00 (EARTHWORK)
SECTION
2
?CRETE SIDEWALK LDETAIT
30 MAX. BETWEEN JOINTS
5' MAX
1/2" EXPANSION JOINT
FALSE.
3" EDGE ALL AROUND
MATERIAL TO BE PLACED IN
JOINT
(TYP)
WITH BROOM FINISH
SIDEWALK FROM TOP TO
BOTTOM OF CONCRETE (TYP)
5/8" SMOOTH
METAL
PLAN
DOWEL
(TYP)
GRANITE CURBING
NOTES:
1. MATCH
WIDTH OF
EXISTING SIDEWALK AT END PANEL. END PANEL
TO BE WIDTH OF PROPOSED
WALK,
TAPERING
TO EXISTING WALK AND SHALL HAVE EXPANSION
JOINT ON BOTH SIDES.
AS SHOWNON PLANS GRANITE CURB
REVEAL AS SHOWN ON PLANS (6" TYP.)
LOAM AND SEED
SEE
1.5% SLOPE (MAX) PAVEMENT
SEE' PLANS DETAIL
a
rr -
6" THICK CLASS A CONCRETE
��...� . .
SIDEWALK (6" .THICK WITH WIRE MESH
AT SIDEWALK RAMPS) 8"
8" COMPACTED 7„ CONCRETE
GRAVEL SUBBASE „
SEE NOTE #26
12
NOTES:
1. PROVIDE STRAIGHT, CURVED, RETURN, AND CURB INLETS AS REQUIRED.
2. UNDISTURBED NATIVE SOILS OR COMPACTED FILL PER SECTION 31 00 00
(EARTHWORK)
CONCRETE SIDEWALK AND GRANITE CURB DETAIL
3
N.T.S.
CONTROL JOINT, EVERY 10' (TYP.)
CONSTRUCTION JOINT
* A #9 DOWELS x 1'-0" LONG @
1" O.C. (GREASE ONE END) (TYP.)
B ; ; B
1
t I
I I
(2) #6 REBAR @ 4 O.C., 4" FROM
A CB FRAME CORNER
PLAN
SLOPE PAVEMENT
.10 24,_0,, AWAY FROM PAD
PER GRADING PLAN
6'- 0 TYP.
1 % MIN. 1 % MIN.
°
CENTER OF PAD SHALL HAVE LEVEL
AREA WHICH SLOPES TOWARD CB
15" CONCRETE SLAB
SECTION A— A
SLOPE PAVEMENT E ENT
AWAY FROM PAD
50'-0" PER GRADING PLAN
25'-0„ 25'-0„ (TYP.)
SLOPE 3�, SLOPE
SEE DETAIL ABOVE
3" DEEP CONTROL JOINT
W/ SEALANT, EVERY 10' (TYP.)
DEEP SUMP CB
SECTION B-B
NOTE:
1. CONTROL JOINT MUST BE SAWCUT WITHIN 4 TO 12 HOURS AFTER SLAB
HAS BEEN PLACED AND FINISHED.
VEHICLE PRE -WASH RINSING PAD DETAIL
N.T.S.
Project:
NEW DPW FACILITY
TOWN OF YARMOUTH, MA
507 BUCK ISLAND ROAD
YARMOUTH, MA 02664
Weston @,Sampson -
Weston & Sampson Engineers, Inc.
100 Foxborough Boulevard
Suite 250
Foxborough, MA 02035
(508) 698-3034 (800)
SAMPSON
www.westonandsompson.com
Consultants:
Seal:
II SEPH
1 RUG1
vie
54361
a
'p �cls1<"
�fis�►or�l �,�
Revisions:
Rev Date
Description
NOT FOR CONSTRUCTION
Issued For: PERMITTING
NORTH
Date:
Drawn By:
Reviewed By:
Approved By:
AUGUST 2; 2019
BH
JSP
JSP
W&S Project No: 2170117
Drawing Title:
CIVIL
DETAILS
Sheet Number:
• 1:
WESTON & SAMPSON COPYRIGHT 2018