HomeMy WebLinkAboutZ-4324-A Map 22TITLE
Date
CURB & GUTTER SECTIONS
ARTERIAL STREETS
UPRIGHT
CLASS I
Standard section for integral
Use
Edger
` 5"
2"
curb shall conform to that
portion of standard section
Here
above dashed line as
2"Radius
indicated hereon.
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I— 7"
I 17" ----�
• 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
E1m
SIDE VIEW
6' m�
%�%
11000e0i
�
i 6. 51
51
FRONT VIEW
NOTE:
Ux wwd erMel q ts
SILT ENCE (APE A)
E M2"
SIDE VIEW
FRONT VIEW
NOTE:
Use steel posts: only
SF-C SILT FENC�(TYP )
Issue Date
"SIDE
NN
FRONT'%,"..,
NOTE
Ose woods.Wl 1_.'!'
SF-B Sl! T FENCE(TYPE B)
OVERLAPATFA3PC=- 5
u S.O. "ma:..M ,_ -.,--. °•
1 a
t
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FRONT VIEWS
FASTENERS FOR SLT FENCES
N
EDGE OF
PAVEME T
�jr.
6' H
4' PAINTED BLUE
o
STRIPE (TYP.)
4' PAINTED
WHITE
STRIPE (TYP.)
45'
INTERNATIONA
BLUE
'711BOL
C:1
4'-6" 4'-6"
W x a'
WHITE
SQUARE
BACKGROUND
:EL
O
0
N
V—O' x 1'-6' x .080' STANDAF
ALUMINUM HANDICAP PARKING
WITH IDENTIFICATION SYMBOL
ADDITIONAL SIGN
WHERE APPLICABLE
PERMIT PARKING ONLY
TOW —AWAY ZONE
d
FA7
MAXIMUM FINE $500.00
12"
FINISHE
X
96" MIN. 96" MIN FOR VANS 96" MIN.
NOTEI
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
•j��� ...
NOTES:of
HARDWARE*ALL FASTENING • BE
NON -CORROSIVE
*CONTRACTOR SHALL USE :•
. GALVANIZED
SIDING NAILS OR ■ SCREWS
-• •
••D MEMBERS SHALL BE TREATED.
TREATED
INTERMEDIATE
• TYIP. O.C. FLUSH TO
TREATED BACK
-•SHOWN.
. •
VIEW FACE BOAR
INTERMEDIATE
INTERMEDIATE
TREATEDGO
POSTtil
I
1"x6" FACE :•:RD12- „ CONIC. FrG.•0 - •ELEVATION (TYP. ALL ••
.•
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
8" OF 4000 PSI CLASS 1 CONCRETE
SAW CUT AT 15' MAX, 3-5% AIR
CONTENT
F" OF COMPACTED CLASS 7 GRAVEL,
;OMPACT TO 98% MODIFIED PROCTOR
;OMPACT SUBGRADE TO 95% STANDARD
IROCTOR
TYPICAL CONCRETE PAVEMENT SECTION
TYPICAL SIDEWALK SECTION
4" OF 4000 PSI CLASS 1 CONCRETE
SAW CUT AT 15' MAX, 3-5% AIR
CONTENT
Ili" OF COMPACTED CLASS 7 GRAVEL,
�OMPACT TO 98% MODIFIED PROCTOR
'OMPACT SUBGRADE TO 95% STANDARD
DROCTOR
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5800 Evergreen Drive
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