HomeMy WebLinkAbout0501 - Under Sidewalk Drain (Cast in Place)JOIN TO ONSITE DRAINAGE
R/W
N
SEE NOTE 1
9i
w
0
w
0
A
---r-FLOW LINE
-----r-FLOW LINE
1/4" CHECKERED PLATE
SLLIP RESISTANT
1.5%
(2.00% MAX
AS -BUILT)
2% MIN
�y
OUTLET BOX-/ L� A
DRAIN OUTLET
BEND END OF PLATE
TO MATCH CURB FACE
Wal
D � V
SECTION "A —A"
SEE NOTE
SEE NOTE
3" STUD
ANCHOR
14" 0(
TYf
DETAIL "A"
CURB & GUTTER
SEE DETAIL "A"
SLIP RESISTANT
1/4" CHECKERED PLATE
D
p
°
SEE NOTE 2
6"
12" TO 36"
6"
/i
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NOTES: SECTION " B—B"
1. UNDER SIDEWALK DRAIN TO BE CONSTRUCTED PERPENDICULAR (90')
TO THE CURB ALIGNMENT. VARIATIONS FROM 90' REQUIRE THE APPROVAL
OF THE CITY ENGINEER.
2. SLOPE TO DRAIN TO ONE SIDE.
3. ALL EXPOSED METAL PARTS TO BE HOT -DIP GALVANIZED AFTER
FABRICATION.
4. 1 1 /2" X 1 1 /2" X 1 /4" "L" FRAME WITH 3/8" X 1 /4" STEEL STRIP
WELDED TO FRAME.
5. CHECKERED PLATE SHALL BE SLIP RESISTANT HOT -DIP GALVANIZED
STEEL MAXIMUM WIDTH 36".
6. FASTEN WITH 1/4" COARSE -THREAD COUNTERSINK STAINLESS STEEL
SCREWS AT 12' OC.
7. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, USE A MODIFIED
CONCRETE MIX AND PLACE 6" MIN CLASS 2 AGGREGATE BASE AND 6 MIL.
PLASTIC SHEETING UNDER AND AROUND ALL SIDES OF CONCRETE
IMPROVEMENTS. FOR EXPANSIVE SOIL, PLACE 6" MIN CLASS 2 AGGREGATE
BASE UNDER CONCRETE IMPROVEMENTS AS DIRECTED BY THE ENGINEER.
8. CONCRETE MINIMUM CEMENTITIOUS MATERIAL CONTENT=505LB/CU YD.
9. NOT FOR USE IN PUBLIC RIGHT-OF-WAY. N.T.S.
CITY OF PALM DESERT APPROVED BY:
DEPARTMENT OF PUBLIC WORKS STD NO.
Feb 19, 2025 UNDER
SIDEWALKDRAIN 501
MARTIN ALVAREZ DATE CAST IN PLACE
PUBLIC WORKS DIRECTOR