HomeMy WebLinkAbout0502 - Curb Drain Case A & Bwp-j
NO. 3 BAR I TOP OF CURB-�
��� � N0. 3 BAR �
FRONT VIEW
FLOW LINE
GUTTER
3/4"
8
CROSS SECTION
---- 4" C.I. PIPE (8" CURB FACE) .
3" C.I. PIPE (LESS THAN 8: C.F.)
NOTE 1: SAWCUT AND REMOVE CROSS HATCHED PORTION OF CURB SECTION.
NOTE 2: CLASS 560-C-3250 CONCRETE SHALL BE USED TO RECONSTRUCT THE CURB SECTION,
NOTE 3: WHEN CURB FACE ELEVATION IS LESS THAN 8" HIGH, THE FLOW LINE OF THE PIPE SHALL BE AT
LEAST 112" ABOVE THE ELEVATION OF THE FLOW LINE OF THE GUTTER, AND THE PIPE SHOULD BE
3" IN DIAMETER.
NOTE 4: A MINIMUM SEPARATION OF TEN FEET (10') IS REQUIRED BETWEEN ADJACENT DRAINS ON THE SAME
PROPERTY.
NOTE 5: WHEN GREATER CAPACITY IS REQUIRED, CITY OF PALM DESERT STANDARD 500 SHALL BE CONSTRUCTED.
NOTE 6: DOWEL REBAR 6" INTO ADJACENT CONCRETE. REBAR SHALL OVERLAP 12", SIDE -BY -SIDE.
NOTE 7: IF CURB DRAIN IS INSTALLED
UNDER SIDEWALK,
THE ENTIRE
SIDEWALK PANEL MUST BE REMOVED
AND REPLACED.
CASE
A
- SAW
CUT
OPTION
CORE DRILLING IN LIEU OF SAW CUT OPTION IS
PERMITTED PROVIDED:
(1) INVERT ELEVATION OF THE CORE SHALL BE AT LEAST 112"
ABOVE THE FLOW LINE ELEVATION.
(2) CORE DIAMETER SHALL NOT EXCEED 50% OF THE CURB
FACE DIMENSION.
(3) A MINIMUM SEPARATION OF TEN FEET (10') IS REQUIRED BETWEEN
ADJACENT DRAINS ON THE SAME PROPERTY.
(4) WHEN GREATER CAPACITY IS REQUIRED, CITY OF PALM DESERT
STANDARD NUMBER 200 SHALL BE CONSTRUCTED.
(5) THERE SHALL BE A MINIMUM OF 2" OF CONCRETE OVER THE TOP
OF THE PIPE.
CASE B - CORE DRILL OPTION
N.T.S.
CITY OF PALM DESERT APPROVED BY:
DEPARTMENT OF PUBLIC WORKS STD N0.
Feb 19, 2025 CURCASE DRAIN
& 50 2
MARTIN ALVAREZ DATE CASE B
PUBLIC WORKS DIRECTOR