HomeMy WebLinkAboutZ-4324-A Map 6Use
Edger 5" --) 2'
Here
TITLE
CURB & GUTTER SECTIONS
ARTERIAL STREETS
UPRIGHT
CLASS I
2"Radius
Standard section for integral
curb shall conform to that
portion of standard section
above dashed line as
indicated hereon.
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7" 17" v
0 REQUIRED ON CHENAL PARKWAY
Standard section for integral curb
shall conform to that portion of
standard section above dashed line
as indicated hereon.
Install 1/2" Bituminous Expansion Joint Material
At 100' Max. Intervals Or At Tie Ins To Boxes,
Radius Returns Or Driveway Aprons. Control Joints
15' Max. O.C.
Joint Sealant Shall be Sonneborn SL2 Self Leveling Urethane
as Manufactured by Chemrex or Equivalent.
SIDE VIEW
6' mlx.
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i
FRONT VIEW
NOTE:
use wove o, seal poses
SF -A T FENCE�(TYPE A)
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TITLE
SILT FENCE
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6
E 2"
SIDE VIEW
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FRONT 'v IE'A'
NOTE.
Use wane w e�ei pass
_'151LT FENCE (TYPE�i
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6" T"PHRN-"d
SIDE VIEW aVERIA ATFABRCIF!�
FRONT VIEW
NOTE:
use steel posts-- only
CSF-C 1SIL E�TYPE C)
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11 51-p. Fleuemax P,me. p
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FRONTVIEYB
FASTF_NERS FOR SET FENCES
N
EDGE OF
PAVEMEN
6' H
O
4' PAINTED BLUE
c
STRIPE (TYP.)
isf
4' PAINTED
WHITE
STRIPE (TYP.)
45'
INTERNATIONA
BLUE
11"BOL 1
4'-6" 4'-6"
4' x 4'
WHITE
SQUARE
BACKGROUND
96" MIN.
96" MIN FOR VANS
IN 0
96" MIN.
-EL
C
N
I'-0' x V-6' x .080' STANDAF
ALUMINUM HANDICAP PARKING
WITH IDENTIFICATION SYMBOL
ADDITIONAL SIGN
WHERE APPLICABLE
PERMIT PARKING ONLY
f1 TOW —AWAY ZONE
00
T
MAXIMUM FINE $500.00
12"
FINISHE
NOTE,
NOTE,
SIGNAGE SHALL CONFORM TO ALL APPLICABLE
1, STRIPING AND CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE FEDERAL, FEDERAL, STATE AND CITY OF SAVANNAH CODES
STATE AND CITY OF SAVANNAH CODES AND SPECIFICATIONS. AND SPECIFICATIONS
2. ALL PAVEMENT MARKINGS AND STRIPING IN THE RIGHT-OF-WAY SHALL BE
THERMOPLASTIC.
ACCESSIBLE PARKING MARKINGS
TITLE
PW-57
Issue Date
evlslon ate
WOOD FENCE DETAIL
(WITH WOOD POST)
AUG 2006
APR 2015
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NOTES:
*ALL FASTENING HARDWARE TO BE
NON -CORROSIVE
*CONTRACTOR SHALL USE 8p. GALVANIZED
SIDING NAILS OR 2" GALVANIZED
SCREWS
THROUGHOUT.
*ALL WOOD MEMBERS SHALL BE TREATED.
3-2"x4" TREATED
INTERMEDIATE RAILS
8'-0" TYP. O.C.
FLUSH TO BACK
-�- 4"x4" TREATED POST
AS SHOWN.
PLAN VIEW
1"x6" TREATED
FACE BOARDS
I
4"
2"x4" INTERMEDIATE
RAIL
2"x4" INTERMEDIATE
RAIL (TYP.)
4'x4" TREATED POST
0
I
Ma Mal Ma
1"x6" FACE BOARDS
2"x4" INTERMEDIATE
ioN
RAIL
4"
�-2" CLEAR
0
2" O CONC. FTG.
000 PSI CONC
TYP. ALL POSTS)
N.T.S.
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❖:
ASPHALT PAVEMENT SECTION
2.5" OF HOT MIX ASPHALT, -Y4" AHTD
SURFACE COURSE, COMPACTED TO 98%
MODIFIED PROCTOR
7" OF COMPACTED CLASS 7 GRAVEL,
COMPACT TO 98% MODIFIED PROCTOR
COMPACT SUBGRADE TO 95% STANDARD
PROCTOR
Be
OF 4000 PSI CLASS 1 CONCRETE
SAW CUT AT 15' MAX, 3-5% AIR
CONTENT
4" OF COMPACTED CLASS 7 GRAVEL,
COMPACT TO 98% MODIFIED PROCTOR
COMPACT SUBGRADE TO 95% STANDARD
PROCTOR
TYPICAL CONCRETE PAVEMENT SECTION
TYPICAL SIDEWALK SECTION
4" OF 4000 PSI CLASS 1 CONCRETE
SAW CUT AT 15' MAX, 3-5% AIR
CONTENT
4" OF COMPACTED CLASS 7 GRAVEL,
COMPACT TO 98% MODIFIED PROCTOR
-rA 'bor
COMPACT SUBGRADE TO 95% STANDARD
PROCTOR
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5800 Evergreen Drive
Little Rock, AR 72205
Ph (501) 663-8800
Fax (501) 588-01231
www.harborenv.com
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