HomeMy WebLinkAbout692-3 MAINTENANCE NOTES FOR CDS UNIT I ,
CDS MODEL 36"DIAMETER ---
1. THE CDS UNIT IS A NON-MECHANICAL,SELF-OPERATING SYSTEM AND WILL FUNCTION WHEN THERE IS 36"DIAMETER MH COVER PSW30-30 OUTLET
FLOW IN THE STORM DRAIN SYSTEM. & FRAME PER REGIONAL PIPE
2. THE FREQUENCY OF CLEANING THE CDS UNIT IS DEPENDENT ON THE GENERATION/ACCUMULATION OF STANDARD DWG M-3 6,_7��±
POLLUTANTS AND THE AMOUNT OF RAINFALL. THE UNIT SHOULD BE PERIODICALLY INSPECTED TO DETERMINE
THE AMOUNT OF ACCUMULATED POLLUTANTS. CLEANOUT OF POLLUTANTS SHOULD OCCUR WHEN THE SUMP HAS INSTALL VECTOR 24"DIAMETER MH COVER
REACHED 75% - 85% OF CAPACITY. CONTROL BARRIER & FRAME PER REGIONAL
3. CLEANOUT/MAINTENANCE SCHEDULES SHOULD BE DETERMINED BASED ON OPERATING EXPERIENCE. CLEANOUT (TYPICAL) STANDARD DWG M-1
IS RECOMMENDED ONCE A YEAR (MINIMUM)AT THE END OF THE RAINFALL SEASON. FINISHED GRADE I 5
4. A COMBINATION SEWER CLEANER TRUCK IS RECOMMENDED FOR CLEANOUT/MAINTENANCE. PER PLAN ki
5. DISPOSAL OF MATERIAL SHOULD BE IN ACCORDANCE WITH LOCAL REQUIREMENTS. low a O7
6. FOR ADDITIONAL MAINTENANCE INFORMATION,CONTACT CDS TECHNOLOGIES,INC.AT (858)450-9450. fi C
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CIP DIVERSION WEIR BOX , C
SEE SAN D I EGO REGIONAL STD 6'-0" 36"DIAMETER INLET PIPE 1
i �; m
DWGS D-76A/B AND D-81A/B CAST INTO BOX
(5'W x 5'H x 8'L SINGLE CELL m
BOX CULVERT, STRENGTH CLASS A) /FLOW I SJ
24"DIAMETER MH COVER `
AND FRAME I?
m
't;tiui� I
CIP DIVERSION
3'-0" WEIR )SEE DETAIL
24"DIAMETER INLET PIPE HEREON)
CAST INTO BOX
FLOW_` o
36"DIAMETER MH COVER F^ o
& FRAME B, �
CDS MODEL CIP DIVERSION
PSW30_30 WEIR BOX
CIP DIVERSION INLET/ p-g
"'•' WEIR SEE D/S PIPE INVERT OUTLET WEIR
CDS SUMP DETAIL HEREON EL 1286.54
CL SEE INLET 8.. 6'-0" p-2.T,
" AMFER ITYP)
OUTLET (TYP)
2'-n" DETAIL H SCREEN
DETAIL HEREON CHAMBER USE SIDEWALL REINF.IN
ENDWALLS. SUMP TOTAL 3z
36"DIAMETER OUTLET PIPE SUMP BOTTOM CFLOW z5'-7��± � CAST INTO ENDWALLC
. . DO
CL CDS SUMP W.
ELEVATION VIEW I mSECTION B-B
PLAN VIEW (NO SCALE)
2 ADDITIONAL -6,L = 4'DIAG BARS,
1 EACH FACE (TYP)
2 ADDITIONAL •6 BAR7f-2
SEE LACDPW O PER EACH FACE) 2 ADDITIONAL -6 BARS
STANDARD PLANS FOR ADDITIONAL O PER EACH FACE)
REINF.NOT SHOWN r6 BARS,L = 8'
U PER EACH FACE)
4- 5 DIAGONALS 6" SEE LACDPW STANDARD
AROUND PIPE (TYP PLANS FOR REINF.NOT SHOWN \
2"CLEAR
(TYP)
. •4 -2 TOTAL 3
CIP DIVERSION
WEIR BOX I
-5 DOWELS DRILLED AND BONDED INTO
CAST PIPE CDS INLET OUTLET / CAST INTO
INTO WALL CIP WEIR BOX (11 TOTAL)
BLOCKOUTS FOR INLET/OUTLET, I CO
c MATCH FLARE OF PRECAST •4 -J ® 6" O.C. 37
U SEAL JOINT BETWEEN CDS UNIT •4 TOTAL 3 s G
a PIPE CONNECTION DETAIL AND WEIR BOX WITH B"
E (NO SCALE? NON-SHRINK GROUT /�
BLOCKOUT DETAIL \i\ B I
E N z
(NO SCALE) d
U B� m m
m m
c c I �
DIVERSION WEIR DETAIL '
CDS MODEL PSW30_30 (NO SCALE)
N N 12 (PRIVATELY MAINTAINED)
° 0 CITY OF LAKE ELSINORE SHEET
Do
o SEAL UNAUTHORIZED CHANGE
PIEV APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR 7.s+soa
° +°o BENCH MARK, DIG ALERTQpOFESSIONq/ RICKENGINEERING COMPl1NY CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 3 A
COMPLIANCE WITH THE APPROPRIATE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE GRADING PLANS OF
9 Y CITY OF LAKE ELSINORE BM B-95-56 CONDITIONS OF DEVELOPMENT AND/OR �� PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED
o o DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS,AND HAVE BEEN _ W BARRY J. COWAN T sao m� wr�,aa °evs° PhOeOG T tlO° BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOR 31 0
0 ON TOP OF CURB,ELEV = 1274.91 t
CALL FOUND ACCEPTABLE. No. C46568 �' snrowoaw"a.swmsaes•a.o®.aecum•Usalmssaw.eex!nqusesw•,.,...,.mv.mm LAKE ELSINORE MARKET PLACE
o LOCATION: FROM THE APPROXIMATE BEFORE SCALE: SHEETS s\�
INTERSECTION OF COLLIER AVENUE YOU DIG! a exo,6-30-07 »
�./ Q,�� q 0 PREPARED UNDER THE DIRECTION OF: FILE N0.
o
C O G-
o o N AND CENTRAL AVENUE 66 FEET 1-800-227-2600 O! OS J? CIVIL ��a 3/3/05 DETAIL
!� SOUTHWESTERLY ALONG CENTRAL DATE:
L a AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE. ALERT KEN SEUMALO RCE.No.56915 DATE rF OF CAVYFO
i w CHISELED SQUARE ON TOP OF CURB Cal of bast 2 working days Drlor to excavatlnq BY: DB DRAWN BY: DB CHECKED BY: BJC CITY ENGINEER BARRY J C AN, CE "C46568 (EXP.6 30 07) DATE
PLOT DATE, 02-MAR-2005 JN 14502
O i O OPPOSITE FIRE HYDRANT