14-1149-006e
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PECIFICA TIONS .
CURB
TRANSITION
CURB
TRANSI TION
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SIDEWALK WIDTH
ANDIOR DRIVEWAY LENGTH
VARIES * 4'
U ILI TY STRIP ONLY
FOR VALUE OF "W"
OF i' OR WIDER
f'
VARIES
NORMAL SI DEW A LK I 'HARMONIZATION AREA
SECTION GRADE I
USE 3.5' FOR SIDEWALK LESS THAN 6 FT. WIDE
SECTION A -A
VARIES
DRIVEWAY WIDTH
rVACK OF SIDEWALK PROFILE
N.T.S.
SIDEWALK ADJACENT TO CURB OR SIDEWAL11
5. THE DRIVEWAY CONS T. IS THE CEN TER OF THE
EXISTING DRIVEWAY WIDTH.
6. PROPOSED DRIVEWAYS SHALL REPLACE EXISTING DRIVEWAYS
AT THE SAME LOCATION AND WITH THE SAME WIDTH UNLESS
OTHERWISE SHOWN ON PLANS.
Ms 1-
I 20 4. THESE
DETAILS ARE APPLICABLE
FOR
SIDEWALK WIDTH
1 AND /OR
DRIVEWAY LEND TH OF 9
F T.
OR LESS
VARIES
DRIVEWAY WIDTH
rVACK OF SIDEWALK PROFILE
N.T.S.
SIDEWALK ADJACENT TO CURB OR SIDEWAL11
5. THE DRIVEWAY CONS T. IS THE CEN TER OF THE
EXISTING DRIVEWAY WIDTH.
6. PROPOSED DRIVEWAYS SHALL REPLACE EXISTING DRIVEWAYS
AT THE SAME LOCATION AND WITH THE SAME WIDTH UNLESS
OTHERWISE SHOWN ON PLANS.
Ms 1-