HomeMy WebLinkAbout692-4 MAINTENANCE NOTES FOR CDS UNIT E 68O.
42' CDS MODEL
1.THE COS UNIT IS A NON-MECHANICAL,SELF-OPERATING SYSTEM AND WILL FUNCTION WHEN THERE IS OUTLET PSWC40_40 36"DIAMETER MH COVER
FLOW IN THE STORM DRAIN SYSTEM. PIPES STANDARD PFRAMEDWEI'GRMG30NAL p
)(MAX)
2.THE FREOUENCY OF CLEANING THE CDS UNIT IS DEPENDENT ON THE GENERATION/ACCUMULATION OF
POLLUTANTS AND THE AMOUNT OF RAINFALL. THE UNIT SHOULD BE PERIODICALLY INSPECTED TO DETERMINE INSTALL VECTOR 03 AT 1'-4'O.C.VERT k
THE AMOUNT OF ACCUMULATED POLLUTANTS. CLEANOUT OF POLLUTANTS SHOULD OCCUR WHEN THE SUMP HAS CONTROL BARRIER /4 AT 2'-0-O.C.MAX HORIZ
REACHED 75% -85% OF CAPACITY. 24"DIAMETER MH COVER (TYPICAL)
& FRAME PER REGIONAL 8'C.M.U.
3.CLEANOUT/MAINTENANCE SCHEDULES SHOULD BE DETERMINED BASED ON OPERATING EXPERIENCE. CLEANOUT STANDARD DWG M-1 FINISHED GRADE BLOCK PER AP @ WALLSM.DRNN • �°?q°
PER PLAN PER APWA STD.PLAN �?rP•
IS RECOMMENDED ONCE A YEAR (MINIMUM)AT THE END OF THE RAINFALL SEASON. �� 817-0
4.A COMBINATION SEWER CLEANER TRUCK IS RECOMMENDED FOR CLEANOUT/MAINTENANCE. 2LED c ° o SOLD GROUT ALL CELLS
5.DISPOSAL OF MATERIAL SHOULD BE IN ACCORDANCE WITH LOCAL REOUIREMENTS. �)(MAX) Ifun 9+°oe O
6.FOR ADDITIONAL MAINTENANCE INFORMATION,CONTACT CDS TECHNOLOGIES,INC.AT (858)450-9450. pS AT V-4"O.C.VERT& 22V � C
N AT 2'-Or O.C.MAX HORIZ % C
9 m
3• MORTAR AT 1:1 SLOPExg
ADDITIONAL•6 REINF AS SHOWN CIP DIVERSION 3, GUTTER&WALL DRAIN SDUD GROUT ALL CELLS 15 AT 1' Or O.C.MAX � � z
2"CLEAR (TYP) BOTH FACES OF WALL(TYP) WEIR (SEE DETAIL PER AP WA SM.PLAN a i µAi 7-0'o.a MAX
HEREON) 617-0 0°° HORIZ a m C
CIASS 2 PERMEABLE CLASS 2 PERMEABLE
MATERIAL PER SECTION MATERIAL PER SECTION 1 u K DO
x� 68-1.025 OF THE
- 3 F 6CAALITRANS STANDARD "qR SPECIFICATIONS CALTRANS STANDARD 12"C.M.U.BLOCK
SPECIFICATIONS WEEP HOLES PER ARWA
�p WEEP HOLES PER ARWA 4"DIAM.PERFORATED PVC STD.PLAN 617-0
BOX REINF "� 4'gAAI.PEAFgiATED PVC •° STD.PLAN 617-0 DRAIN PIPE W/
NOT SHOWN DRAIN PIPE W/ pP� PERFORATIONS FACING 8
1 1/2"(TYP) PERFORATIONS FACING DOWNWARD.
DOWNWARD. •�05
/5 AT 1'-4'O.C. •I
/5 AT 1'-4'O.q �
�O
b.w RISER AND .I
2" 12"
s INLET 5-
D/S PIPE INVERT ;S cONT TOP
EL 1290.10 -� 6 BOTTOM
CAST FIBERGLASS INLET AND 10, - &BOvOM- CONT TOP
OUTLET INTO WEIR BOX WALL Z J"CtR
BLOCKOUT DETAIL 4'DIAMETER
SCAR is DOWELS AT
SCREEN 4-- 1=0' 1-4 O.C17
.
SCALE) CIP DIVERSION WEIR BOX ENCASE INLET AND OUTLET B RETAINING WALL UP 0 7' 00
SEE SAN DIEGO REGIONAL STD IN 12"MIN CIP CONCRETE _ A RETAINING WALL UP TO 5-0' SECTION SCALE J/4"=I'-0"
DWGS D-76A/B AND D-81A/B
(10'W x 81H x 18'L SINGLE CELL SECTON SCALE 3/4"=1'-0"
BOX CULVERT,STRENGTH CLASS A) 90"DIAMETER BLOCKOUT
20"TALL.FILL VOIDS
10, AROUND INLET/OUTLET
WITH CIP CONCRETE 8'C.M.U.BLOCK n
B 42"DIAMETER INLET PIPES FLOW -_ 0
CAST INTO BOX p
SUMP BOTTOM 1
GENERAL NOTES:
1(MAX) a 5E
S9
1. ALL PRECAST MANHOLE COMPONENTS SHALL
CONFORM TO ASTM C-478. 7' µ AT 2'-O'0..MAX ORIZ 's �$ '' 67
2. CONCRETE FOR CAST IN PLACE CONCRETE - Z z
DIVERSION WEIR AND COLLAR SHALL BE
9_4" C
CUTTER AP&WALL LAN
RAJN
CLASS 560-C-3250. 617 ARWA STD.PUN ��
\v b° SOUD GROUT CELLS
ED
FLOW \ 817-0 0� m
ELEVATION VIEW moo
CIP DIVERSION
AND IIAMEFRAMER MH COVER CHAMBER B 8
CIP DIVERSION
WEIR BOX
•4- TOTAL 4
24"�24" I
ai �
ENCASE INLET AND CDS MODEL
OUTLET IN 12"MIN PSWC40_40 MORTAR AT 1:1 SLOPE
8"(TYP) CIP CONCRETE 1"CHAMFER(TYP) 8" c
VMT
& DIAMETER MH COVER /7 AT 1'-4'O.C.MAX
& FRAME �2"CLEAR(TYP) µAZ Y-0'O.C.MAX
CLASS 2 PERMEAffiE
*'•'"•-i' —°4 B 6 O.C. 68-11..025 OF TI{EIALCTON
CIP DIVERSION Y ,V i. - _ L CALTRANS STANDARDi)im —WEEP HOLES PER Wp
WEIR SEE DETAIL h. tO, -f- 8�� SPECIFICATIONS
HEREON •: ;;h :- STD.PLAN 817-
SEE INLET
O I
OUTLET •°:«° ° G.PRECAST RISER 2"CLEAR (TYP)- •4 TOTAL 8 _ 4-DIAM.PERFORATED PVC -
:' •° '
DRAIN PIPE W
BETA'L T �lii; PERFORATIONS FACING
DETAIL DOWNWARD.
HEREON •4 TOTAL 8
a /5 AT V-4 O.C. •I
CTR.OF 48"DIAMETER :3
a SCREEN& 36" A z
a SUMP OPENING •4-J ®6"O.C. '1 i raj
t OIL
p USE SIDEWALL REINF IN BAFFLE 7-/8 CONT TOP
ENDWALLS. CAST INLET 3 BOTTgA z
U
AND OUTLET PIPES INTO SECTION A-A DIVERSION WEIR DETAIL qR b ^'
ENDWALLS. _I t
C �- 90"DIAMETER (NO SCALE) (NO SCALE) q
LT Q) BLOCKOUTL u K CO
d 20"TALL 9� m
v o 2-42"DIAMETER OUTLET PIPES
O
+ 10'-8"
O O 8•-O• 2-0•
Q N CDS MODEL PSWC40_40 (Z)RETAINING WALL UP TO 10'-0"SECTION SCALLJ/4=r-o"
PLAN VIEW 21 (PRIVATELY MAINTAINED) 1
o +.0 BENCH MARK REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL T.auea UNAUTHORIZED CHANGESE CITY OF LACE ELSINORE SHEET
COMPLIANCE WITH THE APPROPRIATE QPDFESSIpN/
�i Y.. CITY Of LAKE ELSINORE BM 8-95-56 DIG ALERT 4 RICKENGII�TEERIl�TG CC►MPANY CAUTION:THE ENGINI FR PREPARING THESE PLANS WILL NOT BE 4
CONDITIONS OF DEVELOPMENT AND/OR fy� RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE GRADINP PLANS OF
0 o DESCRIPTION: CHISELED SOUARE CITY AND STATE LAWS,AND HAVE BEEN � PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED
A BARRY J. COWAN ? �, s�m.6° Rtx.m+a• P6mWx TYraon
ON TOP OF CURB.ELEV = 1274.91 BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER.
p �1n (`,A[,I, FOUND ACCEPTABLE. �+ •^
� C LOCATION: FROM THE APPROXIMATE BEFORE No. C46568 " x aq eroa w.c smm xxe:•m.�.G erase-pxq naa«o•rnx maew-x++x•..,,,utes� 31
N L N INTERSECTION OF COLLIER AVENUE You o1GT SCALE: LAKE ELSINORE MARKET PLACE g
Exp.6-30-07 SHCCTS
0 o I AND CENTRAL AVENUE 66 FEET Q� PREPARED UNDER THE DIRECTION OF:
AND SOUTNORTHWESTERLY HWESTERLY N320FEET CENTRAL
UNDERGROUND SERVICE ALERT 03 o O J?4rP CIVIL tOQa\p DATE: DE�A IL S FILE N0.
i rLn CHISELED SOUARE ON TOP OF CURB Cal at Mast 2 working days prior to excavating. KEN SEUMALO RCE.No.56915 DATE OF CALM .. GI ClbyeE.++. _
No OPPOSITE FIRE HYDRANT DESIGNED BY: DB DRAWN BY: DB CHECKED BY: BJC CITY ENGINEER BARRY J OWA ,RCE "C46568 (EXP.6-30-07) DATE
PLOT DATE. 02-MAR-2005 JN 14502
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