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TYPICAL SECTION - 6" CURB FACE
3/4" ROADBED WIDTH TO THIS POINT
RADIUS 6"
3/4" RADIUS
8" CURB FACE
a ° a
a
a
SURFACIN
d a
10"
TYPICAL SECTION - 8" CURB FACE
NOTES:
1. ALL CONCRETE SHALL BE 560—C-3250
WITH CURING COMPOUND.
2. CU. YD. = 30.41 L.F. }8" CURB
T./LF. 3. 0.888 CU. F
4. WEAKENED PLANE JOINT EVERY 10' O.C.
CITY OF PALM DESERT APPROVED BY:
5. EXPANSION PAPER REQUIRED EVERY 50', AT THE
TOPS OF DRIVEWAY X's, AND AT ECR's & BCR's.
6. REMOVAL AND REPLACEMENT SHALL BE DONE TO
THE NEAREST JOINT.
N.T.S.
Feb 19, 2025
MARTIN ALVAREZ DATE
PUBLIC WORKS DIRECTOR
IDEPARTMENT OF PUBLIC WORKSI STD NO.
CURB ONLY 1400