HomeMy WebLinkAboutCROWNE ON TIMBERLINE - PDP - PDP130009 - PLANS - UTILITY PLANS (35)Sidewalk
Driveway
LIP
F.L.
T.C.
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. Sidewalk grade shall remain consistent across driveway
3. This detail applies to Residential & Commercial driveways.
6"
6" Residential
Detached Sidewalk
Attached Sidewalk
DETACHED ATTACHED
3'-0" 6'-0"
All Sidewalk Thickness Shall Be 6" minimum.
Min.
SIDEWALK
8" Commercial
SHEET No:
CROWNE ON TIMBERLINE
FORT COLLINS, COLORADO
PROJECT/ LOCATION:
DRAWING:
OF 20
CHECKED BY:
DESIGNED BY:
DRAWN BY:
REV. # DESCRIPTION OF REVISION: DATE: REVISED BY: APPROVED BY:
1
2
3
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5
6
7
PRELIMINARY
NOT FOR CONSTRUCTION
project no: 501-001
date: 05/15/13
6 X 6 - W 14 X W 14 PROVIDE CONTROL
JOINTS @ 10' INTERVALS
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
$OO1R3DUNLQJVLJQVVKDOOEHLQVWDOOHGDWIURP)ORZ/LQH
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND
GRADE. SIGN MOUNTED TO POST WITH 1 EACH
DRIVE RIVET WITH NYLON WASHER AGAINST SIGN
FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE
SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM
NYLON WASHERS (NYLON WASHER AGAINST SIGN
FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT
ON THE BACK SIDE OF POST.
L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
30" 8" 8"
NO CROSSPAN
Continental bars (9' X 1.5'):
NO CROSSPAN OR EXISTING CROSSPAN
White Stop Bar (1.5' X Length)
30' Gaps
3:1 Ratio
10' Segments
4" White
Broken Line
Double Lines
Normal Width Line
4" White
4" Yellow
4" Space
4" White
Preferential lane symbol
(6' X 4') for designated
bikeways. White pavement
marking placed 65' (min) from
the projected flowline and
Projected Flowline (FL)
STANDARD
NO STOP BAR SPECIFIED
STOP BAR SPECIFIED
STOP BAR SPECIFIED
EXISTING CROSSPAN
Crosspan exits (no stop bar) -- shall
No crosspan -- shall be positioned
along projected flowline.
match the edge of the pan.
Crosspan exits (stop bar specified) --
shall be positioned along projected
flowline overlapping 4' of crosspan.
1
2
3
FL to stop bar
14.5' Projected
14.5' Stop
Bar to FL
13'
9'
1.5'
6' Crosspan
4'
4'
4'
NOTES:
Continental crosswalk bars shall be placed centered on
each lane line & in the center of each lane. (Lanes 5' wide
or less shall not receive a bar centered in the lane.) Both
outside Continental bars shall be centered on the curb &
gutter when possible.
If 6' crosspan exists, bars to
match pan edge to 13' from
projected FL.
Exception: The downstream bike lane line shall
terminate at the curb return.
NOTE:
All longitudinal (lane) striping shall terminate at the
continental crosswalk bars when no stop bar exists. If a
stop bar is specified, the striping shall terminate at the stop
bar.
65' (min)
centered on bike lane.
1403
LARIMER COUNTY DRAWING
URBAN AREA
STREET STANDARDS
CONSTRUCTION
DRAWINGS
STANDARD PAVEMENT MARKINGS
DATE: 03/01/02
REVISION NO: 1
CROSSWALK MARKINGS
SITE AND STREET DETAILS
C-017
17
J.Gooch
J.Gooch
J.Gooch
1'-6"
6" 1"
1 1/2"R.
12"
6"
6"
6"
OUT FALL CURB & GUTTER
ON SITE
VARIES
TYPICAL CURB RETURN
TRANSITION DETAIL
VERTICAL CURB
VERTICAL CURB
ROLLOVER CURB
PCR
FOR CURB RETURN
SIDE WALK
5 ' TRANSITION TO
VERTICAL CURB
AND GUTTER
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado