HomeMy WebLinkAboutGUTTER PLANS - 05-00021 - 624 Centennial Loop - New SFRFI
E:
hu
3
In
DRIVEWAY (SIDEWALK)
Line
11
.8' on Center
Both Ways
SECTION
A
COMMERCIAL DRIVEWAY
Line
/1
SECTION e
A
RESIDENTIAL DRIVEWAY
Back of Wolk
1/2" Preformed
Expansion Joint Filler
e M5
3
In
U
DRIVEWAY (UTILITY STRIP)
SECTION e
B
COMMERCIAL DRIVEWAY
Line
Fit
18' on Center
Both Ways
DRIVEWAYS
SECTION e
B
RESIDENTIAL DRIVEWAY
Line
Walk
1. 12' of Granular Borrow (see Standard Specifications
Section 201.03) shall be required under oil
concrete unless naturally occuring granular
base material is encountered and opproved by the
City Engineer.
2. All concrete shall be cured with a curing
compound as specified in the Standard
Specifications or as directed by the
City Engineer. (Materials Section is 501.07)
3. Standard sidewalk width is 5 foot in new
construction. Standard slope is 1/4' per
foot to street.
4. Place preformed expansion joint filler at
driveway, construction and at maximum
spacing of 50 feet for new sidewalk
construction.
5. 1:12 slope maximum
DRIVEWAY
d
RAISED 1/4'
WARNING SURFACE.
ABOVE CURB.
CORNER TO
1/4' TOOLED RADIUS AS HAVE 1/4'
PER SECTION 507.04.1 TOOLED
-_+5'-- RADIUS.
AND FLARED
4 1�
1 3/4' d
a
TO NORMAL HEIGHT
a
G
6'
d d L
1 3/4' .d 7 L/4' 1 3/4•
3'R T-
12' OF GRANULAR
2'-6' BORROW BENEATH CURB
NOT SHOWN FOR
CLARITY.
1/4' TOOLED RADIUS AS
PER SECTION 507.04.1
Q!
SIDEWALK
RAISED 1/4'
ABOVE CURB.
CORNER TO
HAVE 1/4'
TOOLED
RADIUS.
d
d.
1,-p•
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 E 6' O.C. IN
CONCRETE,
BACKSIDE
DEPRESSED 1.7
FOR DETECTABLE
WARNING SURFACE.
SCORE MAIN RAMP
SLOPES FROM DEPRESSED
AND FLARED
TO NORMAL HEIGHT
SURFACES PARALLEL
_
TO SLOPES W/ 1'
1:12 SLOPE
DEEP TOOLED
5'-0'
JOINTS 2 6' o.c. IN
CONCRETE.
CURB AT FRONT
OF ACCESS CUT
FLUSH WITH
GUTTER
DEPRESSED ACCESS
NOTES:
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 SLOPE AT DEPRESSED ACCESS IS 1:12.
5. BROOM FINISH CONCRETE FINISHES.
AT RAMP RUN BROOM FINISH PARALLEL WITH SLOPE.
6. 12' OF GRANULAR BASE UNDER ALL CONCRETE.
CURB FLUSH WITH GUTTER 1+12
a 4 Q
INCH — — — — —
a. — 4 — — — — — — —
12' OF COMPACTED GRANULAR BASE
DEPRESSED ACCESS SECTI❑N
SIDEWALK AND CURB/GUTTER
SIDEWALK TO SLOPE 1/4' PER FOOT TO CURB
\ 5
4
.d .4. .. — — — — — — — — — — — �'
— — — — - — — —1-1 — — — — — _ —L
12' OF COMPACTED GRANULAR BASE
STANDARD SIDEWALK 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'
6'-0'
O.C. IN
CONCRETE. 1:12 SLOPE
5'-0' CURB AT FRONT
OF ACCESS CUT
FLUSH WITH
]7'-p' GUTTER
DEPRESSED ACCESS WITH UTILITY STRIP