HomeMy WebLinkAboutSIDEWALK - PLANSF
E
3
M
DRIVEWAY (SIDEWALK)
U.
/1
Y on Centr
both ways
SECTION
COMMERCIAL DRIVEWAY
UM
/1
SECTION
A
RESIDENTIAL DRIVEWAY
Bank of Walk
1/2' Pndamrd
Expansion Joird Mor
e 115
3
In
u
DRIVEWAY (UTILITY STRIP)
SECTION
COMMERCIAL DRIVEWAY
DRIVEWAYS
SECTION
RESIDENTIAL DRIVEWAY
11
B' on Ce Mr
Um
I
Walk
1. 12' of Granular Borrow (see RoMand Specifications
S Ion 201.03) shall be reauked undr oil
concrete unless m uraity occudn gmnulor
bass n~.1 Ie anco.Merad and approved by the
CRY Engineer,
2. NI oomnsta shall ba cured eiM a curing
canpouM as spedfled in the Standard
Spedflcation. or as oirectad by the
Chy Fiphner. (Material. Section is 501.0])
J. Standard eldeealk width la 5 font In no.
ooneW n. Standard dope is 1/4' per
foot to street
4. Pbce preformed expansion Joint filler at
ddvesay conebuc0on ant at maximum
wcIN of 50 feet for naw .kh.alk
eonsfmctlon.
5. 1:12 elope maximum
DRIVEWAY1/2'
RAISED 1/4' 1/4' TOOLED RADIUS AS
ABOVE CURB, PER SECTION 507.04.1
CORNER TO
1/4' TOOLED RADIUS AS HAVE 1/4'
PER SECTION 507.04,1 TOOLED
5' RADIUS.
4 4'
1 3/4' 6
d.
d d C
d
1 3/4'
3'R
B'
12' OF GRANULAR
-6' BORROW BENEATH CURB -"-6-
NOT SHOWN FOR
CLARITY,
SIDEWALK
RAISED 1/4'
ABOVE CURB.
2'� CORNER TO
HAVE 1/4' SIDEWALK TO SLOPE 1/4' PER FOOT TO CURB
TOOLED
RADIUS.
3 �. .a d.. 5'
Cd
_B. 'R— — — — — — _ 12' OF COMPACTED GRANULAR BASE
DRIVEWAY CURB AND GUTTER SECTI❑N STANDARD CURB AND GUTTER SECTI❑N
1/2' PREFORMED
EXPANSION JOINT
FOR DETECTABLE
WARNING SURFACE,
SCORE MAIN RAMP
AND FLARED
SURFACES PARALLEL
TO SLOPES W/ 1'
DEEP TOOLED
JOINTS B 6' o.c. IN
CONCRETE. —,
BACKSIDE
DEPRESSED 17
N❑TES1
1. PLACE PREFORMED EXPANSION JOINT FILLER AT DRIVEWAY
CONSTRUCTION AND AT MAXIMUM SPACING OF 50 FT FOR NEW
SIDEWALK CONSTRUCTION
2. SIDEWALK TOOLED JOINTS MAXIMUM SPACING IS 5 FT
3. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND
AS SPECIFIED IN THE STANDARD SPECIFICATIONS OR AS
DIRECTED BY THE ENGINEER.
4. MAXIMUM SL13PE AT DEPRESSED ACCESS IS 612.
5. BROOM FINISH CONCRETE FINISHES.
AT RAMP RUN BROOM FINISH PARALLEL WITH SLOPE.
6. 12' OF GRANULAR BASE UNDER ALL CONCRETE
STANDARD SIDEWALK SECTI❑N
1/2' PREFORMED
EXPANSION JOINT
SIDEWALK AND CURB/GUTTER
CURB FLUSH WITH GUTTER
112
f
FOR DETECTABLE
FOR DETECTABLE
WARNING SURFACE,
\
^
d — — — — —
WARNING SURFACE,
SCORE MAIN RAMP
\
6'-O'
'•a
?/2 Wdl
MAIN RAMP
_
i
SLOPES FROM DEPRESSED
a, . • —
a '
— _ _ — — — — — — _
AND FLARED
SURFACES PARALLEL
/
ANDRE
AND FLARED
1 NORMAL HEIGHT
— — — — — —
— — — — — — — — — —
TO SLOPES V/ I'
SURFACES PARALLEL
TO SLOPES W/ I'
612 SLOPE
— — — — — — — — —
— — — — — — — — —
— — — — — — — — — —
— — — — — — —
DEEP TOOLED
DEEP TOOLED—
5'-0'
— — — — — — —
— —
JOINTS 8 6' o,c. IN
CONCRETE.
Ute SLOPE
JOINTS R 6' o.c. IN
— — _ — — — —
5'-0'
CURB AT FRONT
CONCRETE.
12' OF COMPACTED GRANULAR BASE
OF ACCESS CUT
CURB AT FRONT
OF ACCESS CUT
17'-0'17'-O•
FLUSH WITH
GUTTER
FLUSH WITH
GUTTER
DEPRESSED
ACCESS
DEPRESSED
ACCESS SECTI❑N
DEPRESSED
ACCESS
WITH UTILITY STRIP
SIDEWALK AND CURB/GUTTER