HomeMy WebLinkAbout0300 - SidewalkC.F. R/W
6.5' VARIES
" 1 6'OR8'SW
1.5%
1/2 R (2.00% MAC X AS -BUILT) 1 2 R
�2%
4" MIN.
I
L_2" WEAKENED PLANE JOINT O CZ"�
J
DRY UTILITIES
CURB ADJACENT SIDEWALK
C.F. R/W
VARIES 3' MIN. 6' MEANDERING SIDEWALK VARIES
21' PARKWAY
„ 9, 6' OR 8' SW 2'
18' PARKWAY MIN.
" 1.5% 1/2 R (2.00% MAX AS -BUILT) 1/2" I R
- - - - - -
�- 4" MIN.
L - - - - J 2 WEAKENED PLANE JOINT
DRY UTILITIES
MEANDERING SIDEWALK
NOTES:
1, ALL CONCRETE SHALL BE 560-C-3250 WITH CURING COMPOUND.
2. MINIMUM 4-FT CLEARANCE FOR ACCESSIBILITY PATH THROUGHOUT SIDEWALK.
3. ALL SIDEWALKS SHALL BE A MINIMUM THICKNESS OF 4".
4. SPECIFIC CONSTRUCTION DETAILS SHALL BE PER CURRENT EDITION OF STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION MANUAL,
5. EXPANSION PAPERS & WEAKENED PLANE JOINTS TO MATCH CURB & GUTTER.
6. MEET CURRENT ADA STANDARD. CROSS SLOPE OF SIDEWALKS SHALL BE MINIMUM
OF 2% OR AS SPECIFIED BY STATE AND FEDERAL ACCESSIBILITY GUIDELINES,
WHICHEVER MORE RESTRICTIVE.
7. LONGITUDINAL GRADE SHALL MEET CURRENT STATE AND LOCAL ACCESSIBILITY
STANDARDS. LONGITUDINAL SLOPES OF MORE THAN 8% ARE SUBJECT TO THE
CITY ENGINEER APPROVAL.
8. REMOVAL AND REPLACEMENT SHALL BE DONE TO THE NEAREST JOINT.
N.T.S.
CITY OF PALM DESERT APPROVED BY:
DEPARTMENT OF PUBLIC WORKS STD NO.
Feb 19, 2025 SIDEWALK 30 0
MARTIN ALVAREZ DATE
PUBLIC WORKS DIRECTOR I I �l