HomeMy WebLinkAboutARB202000077 Plan - Revision 2020-07-20 (8)4" #57 STONE SECURED w/ GravelPave OR APPROVED EQUIVALENT
4" HEAVY STONE
12" RDC, COMPACTED w/ SHEEP'S FOOT
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4" x 4" TRENCH
UPSLOPE ALONG THE LINE OF POSTS.
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NOTE:
THIS DETAIL SHALL NOT BE USED FOR EXISTING SOIL COMPACTED TO
ACCESSIBLE PARKING SPACES AND 95% STD PROCTOR DENSITY
THE AISLE BETWEEN THEM. REMOVE INCOMPETENT SOIL
HEAVY DUTY GRAVEL DETAIL
SCALE: NTS
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST.
3. CURB HAVING RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)
WILL BE PAID FOR AS RADIAL CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH)
OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE
BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF
THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE
WAS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH.
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS
ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED,
STANDARD CG-3 IS REQUIRED.
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECIFICATION REFERENCE STANDARD 6" CURB
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01
CG-2 DETAIL
SCALE: NTS
FLOW
4"
3. ATTACH THE FILTER FARIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
2 STAPLE WIRE FENCING TO
THE POSTS.
4. BACKFILL AND COMPACT THE
EXACAVATED SOIL.
FLOW J
MFI
EXTENSION OF FABRIC AND
WIIRE INTO THE TRENCH.
Ell
SILT FENCE DETAIL
SCALE: NTS
WIRE
CURB / EDGE RESTRAINT
SOLDIER COURSE
90 DEGREE HERRINGBONE PATTERN
A
1
v
SOLDIER COURSE EDGE WITH 90 DEGREE
HERRING BONE PATTERN
PAVER PLAN AND SECTION
SCALE: NTS
DRAWING NO.
SCALE
ICPI-42
F.S.
STANDARD
ALUMINUM
SIGN
ALUMINUM
"VAN -ACCESSIBLE"
SIGN
2"X2" STL. TUBE,
EXTEND 2'-0" INTO
CONC. FILLED PIPE
6" DIA. STD.
STL. PIPE FILLED
WITH CONCRETE
#6 BARS EACH
WAY THRU PIPE
HANDICAP PARKING SIGN
SCALE: NTS
c
f
"
8„
RESERVED
PARKING
O
_I
PENALTY
$100-500 FINE
1
PRECAST CONCRETE OR
CUT STONE CURB
CONCRETE PAVER
3 1/8" (80 MM) MIN THICKNESS
1" TO 1 1/2" (25 TO 40 MM) BEDDING SAND
GEOTEXTILE 12" (300 MM) WIDE,
TURN UP AGAINST CURB
COMPACTED AGGREGATE BASE
GEOTEXTILE AS REQUIRED
TURN UPPAATSIDES OF BASE
COMPACTED SOIL SUBGRADE
COMPACTED AGGREGATE OR
CONCRETE BEDDING
�4�
C-06
NOTE:
1. EDGE RESTRAINT SHOULD BE MINIMUM 6 IN. (150 MM) WIDE FOR STREET APPLICATIONS.
2. EDGE RESTRAINT MAY BE EVEN WITH TOP OF CONCRETE PAVERS.
3. THICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE.
COLDER CLIMATES MAY REQUIRE THICKER BASES.
DRAWING NO.
STREET PAVEMENT WITH FULL -DEPTH ICPI-51
0 PRECAST CONCRETE OR CUT STONE CURB SCALE
F.S.
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FIRM INFO:
Lineage Architects, P.C.
P.O. Box 991
98 Lee Highway
Verona, VA 24482
Phone: (540)248-3771
Fax: (540)248-1628
Email: info@lineagearch.com
ENGINEER NAME/SEAL:
TH OF
O JONATHAN F. GABBER 9
No. 038568
�%�07/13/20�;
`SIONAL V&i
ARCHITECT NAME/SEAL:
1
SITE SUBMITTAL
7/13/20
NO.
REVISIONASSUE
DATE
JOB NUMBER:
19066
DATE: MAY 26, 2020
DRAWN BY:
JMT
APPROVED BY:
JFG
DRAWING DESCRIPTION:
CONSTRUCTION DETAILS
DRAWING NUMBER:
C-06