HomeMy WebLinkAboutZ-4324-A Map 14TITLE
CURB & GUTTER SECTIONS I Issue Date
ARTERIAL STREETS AUG 2006
UPRIGHT
GLASS I Standard section for integral
Use curb shall conform to that
Edger portion of standard section
Here above dashed line as
2"Radius indicated hereon.
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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.
TITLE
SILT FENCE
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SIDE VIEW
6' Max,
11�1�%11II II
FRONT VIEW
NOTE'
use wood or steel p.te
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SIDE VIEW
4'max ox.
FRONT VIEW
NOTE:
US¢ Mod posies only
S/ rr- � \SILT FENCE DT Gi
Issue Date
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6"
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SIDE VIEW
FRONT V I E'F
NOTE:
Use wood a stee'. pass
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FASTENERSFOR SLTFENCES
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EDGE OF
PAVEMENT
0
6'
H
4' PAINTED BLUE
c
STRIPE 1TYP,1
rn
4' PAINTED
WHITE
STRIPE (TYP.)
45'
INTERNATIONA
BLUE
HOL 1
C�
4'-6" 4'-6"
4' x 4'
WHITE
SQUARE
BACKGROUND
:EL
1'-0' x 1'-6' x ,080' STANDAF
ALUMINUM HANDICAP PARKING
WITH IDENTIFICATION SYMBOL
ADDITIONAL SIGN
WHERE APPLICABLE
PERMIT PARKING ONLY
TOW —AWAY ZONE
Ile—
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00
MAXIMUM FINE $500.00
12" l
FINISHE
x 96" MIN. 96" MIN FOR VANS 96" MIN.
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
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TITLE
Pw-57
4 U
Issue
Date
evlslon a e
WOOD FENCE DETAIL
(WITH WOOD POST)
AUG
2006
APR 2015
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P
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'k4" TREATED
INTERMEDIATE RAILS
8'-0" TYP. O.C.
FLUSH TO BACK
�— 4"x4" TREATED POST—
AS SHOWN.
PLAN VIEW
FACE BO RDSD
I I
4"
INTERMEDIATE
RAIL
2"x4" INTERMEDIATE
RAIL (TYP.)
00
N
4"x4" TREATED POST
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ko
1"x6" FACE BOARDS
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2"x4" INTERMEDIATE
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4"
4"—'
I
2" CLEAR
—+ — 12"
o•fl•%• a°wade°
egogng�o�; eggg ; ; ;,
12" 0 CONC. FTG.
3000 PSI CONC
ELEVATION
(TYP. ALL POSTS)
N.T.S.
ASPHALT PAVEMENT SECTION
2.5" OF HOT MIX ASPHALT, %" 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
8" OF 4000 PSI CLASS 1 CONCRETE
SAW CUT AT 15' MAX, 3-5% AIR
CONTENT
4" OF COMPACTED CLASS 7 GRAVEL,
OMPACT TO 98% MODIFIED PROCTOR
'OMPACT SUBGRADE TO 95% STANDARD
'ROCTOR
TYPICAL CONCRETE PAVEMENT SECTION
TYPICAL SIDEWALK SECTION
4" OF 4000 PSI CLASS 1 CONCRETE
SAW CUT AT 15' MAX, 3-5% AIR
CONTENT
I" OF COMPACTED CLASS 7 GRAVEL,
X)MPACT TO 98% MODIFIED PROCTOR
,OMPACT SUBGRADE TO 95% STANDARD
IROCTOR
Har or
5800 Evergreen Drive
Little Rock, AR 72205
Ph (501) 663-8800
Fax (501) 588-0123
www.harborenv.com
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Drawn By:
Date:
JTD
FEB. 2018
Checked By:
Scale:
AHR
N.T.S.
Project Number:
ACGC-17455
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