CDS Unit Details.C4.4A CDS UNIT DESIGN NOTES FA.01LITIES PLANNING DESIGN & ENGINEERING
FIBERGLASS
CDS3030 RATED TREATMENT CAPACITY IS 3.0 CFS, OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS -200 WILMOT ROAD
SEPARATION
CAPACITY IS 20.0 CFS. IF THE SITE CONDITIONS EXCEED 20.0 CFS, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. DEERFIELD, IL 60015-4616
CYLINDER AND INLET CENTER OF CDS STRUCTURE,
THE STANDARD CDS3030 CONFIGURATION IS SHOWN. -- - --- -- - - ---- --------- -
SCREEN AND SUMP OPENING
CDS2025 RATED TREATMENT CAPACITY IS 1.6 CFS, OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS U , �-11ORIZED ALTERATION OR ADDITION TO THIS
ACCESS d ° water starts CAPACITY IS 14.0 CFS. IF THE SITE CONDITIONS EXCEED 14.0 CFS, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. THE LOCUM NT IS A VIOLATION OF SECTION 7209
TOP SLAB A o hs
� STANDARD CDS2025 CONFIGURATION IS SHOWN. s=���� 01=��� T =:- THE ��Ew YORE. sTATt EDUCATION
(SEE FRAME AND ° LAW
COVER DETAIL) ° d sy
O CDS3035 RATED TREATMENT CAPACITY IS 3.8 CFS, OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS
A��I �ITCA�.J®
CAPACITY IS 20.0 CFS. IF THE SITE CONDITIONS EXCEED 20.0 CFS, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. DESIGNED BY:
THE STANDARD CDS3035 CONFIGURATION IS SHOWN.
° __ Q, d +/-1350 STORMWATER
--- -_- --- ;% �� '` _- MAX. SOLUTlONS�G
ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE :1� �" Nor Co 0
t�
_ REQUIREMENTS. STORMWATER
_. ---_---� DESIGNATION
�0 o t Go� (MODEL SUFFIX) CONFIGURATION DESCRIPTION SOLUTIOl� u.
eChstorrn\Wa G GRATED INLET ONLY (NO INLET PIPE) contechstormwater.com
I d FOR:
k- c- GP GRATED INLET WITH INLET PIPE OR PIPES HDL PROPERTY GROUP, L L C
a d K CURB INLET ONLY (NO INLET PIPE)
° TOP SLAB ACCESS
FRAME AND COVER (ALL UNITS) KP CURB INLET WITH INLET PIPE OR PIPES
° I (DIAMETER VARIES) B SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION)
72" I.D. MANHOLE (3030, 3035) N.T.S.
W SEDIMENT WEIR FOR NJDEP / NJCAT CONFORMING UNITS
1 60" I.D. MANHOLE (2025)
I
STRUCTURE CONTRACTOR TO GROUT TO
+/-65° FINISHED GRADE
a , MAX.
PLAN VIEW GRADE
CONTRACTOR TO GROUT TO RINGS/RISERS
CONTRACTOR TO GROUT TO FINISHED GRADE
FINISHED GRADE GRADE 7/j\,
RINGS/RISERS
GRADE ' � �J
RINGS/RISERS ` FIBERGLASS d
� /�//.//„ SEPARATION d
\ CYLINDER AND INLET
°FIBERGLASS VARIES
FIBERGLASS d SEPARATION
d
_ ° I
SEPARATION I CYLINDER AND INLET -�- - _OUTLET
a ° INLET PIPE
CYLINDER AND INLET O
VARIES (MULTIPLE INLET PIPES - a I 48' PIPE
d MAY BE ACCOMMODATED) I -_ ( )
° VARIES I ° -- I -_ --------
INLET PIPE �� - --- `- I d v
(MULTIPLE INLET (48') ° ` OUTLET PIPE
------ t I L.�
d INLET PIPE OUTLET PIPES MAY BE __._---- g --
PIPEACCOMMODATED � �a -
------_ -- _. __ ____ ___
- -�
(MULTIPLE INLET -. ------ - Q -
I
PIPES MAY BE -
G -------- _
6
ACCOMMODATED) ------ PERMANENT
- - __
POOL ELEV.
°
���= u�r = -
-- 49'
-- PERMANENT °
� 37, ! � -PERMA ,
POOL ELEV. OIL BAFFLE
___ ____ PERMANENT i z
----------_
SKIRT
° POOL ELEV. OIL BAFFLE '
k ,
42'-611 SKIRT �69') MINIMUM
OIL BAFFLE (74'-6") °
x
I 1
SKIRT I o
(24')
° (24') i SEPARATION
SEPARATION ; ___,/ I
' a SCREEN { I SCREEN
1
LI -1
a 4
(24') PVC HYDRAULIC SHEAR - -- d d ° °
4
SEPARATION k PLATE °
SCREEN a
• ° a d.
°d
1 SOLIDS STORAGE
f SOLIDS STORAGE SUMP- ° - • . • a ° d ---- -
SUMP
SECTION A-A SECTION A-A
� J D 1 03-02-09 NSD SITE PLAN REVISIONS
SOLIDS STORAGE
2 04-15-09 NSD SITE PLAN REVISIONS
SUMP SECTION A-A
3 JCDS3035 3 07-15-09 AMF SITE PLAN REVISIONS �
r1 r('`I c O 2 5 4 09-15-09 AMF SITE PLAN REVISIONS
L vl� v 4. L�. N0 SCALE 5 10-20-09 AMF SITE PLAN REVISIONS
1 CDS3030 4. 4A No SCALE
NO. DATE BY DESCRIPTION CONST
q.•q. NO SCALE REVISIONS
CDS2025 WQU-2) CDS3035 (WQU-1 ) CERTIFICATION AND SEAL
CDS3030 (WQU 3) (
SITE SPECIFIC SITE SPECIFIC SITE SPECIFIC
GENERAL NOTES DATA REQUIREMENTS DATA REQUIREMENTS DATA REQUIREMENTS
1 . CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. STRUCTURE ID STMH#4 STRUCTURE ID STMH#3 STRUCTURE ID STMH#1
2. DIME
NSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. WATER QUALITY FLOW (CFS) 2.67 WATER QUALITY FLOW RATE (CFS) 1 .26 WATER QUALITY FLOW RATE (CFS) 3.30
3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE PEAK FLOW RATE (CFS) PEAK FLOW RATE (CFS)
PEAK FLOW RATE (CFS} - RETURN PERIOD OF PEAK FLOW (YRS)
CONTACT YOUR CONTECH STORMWATER SOLUTIONS REPRESENTATIVE. - RETURN PERIOD OF PEAK FLOW (YRS)
RETURN PERIOD OF PEAK FLOW (YRS)
www.contechstormwater.com SCREEN APERTURE (2400 OR 4700) SCREEN APERTURE (2400 OR 4700)
4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND
SCREEN APERTURE (2400 OR 4700) - --
INFORMATION CONTAINED IN THIS DRAWING.
PIPE DATA: I.E. MATERIAL DIAMETER PIPE DATA: I.E. MATERIAL DIAMETER ' PIPE DATA: I.E. MATERIAL DIAMETER WALGREENS STORE No. 11335
RATING. INLET PIPE 1 376.67 CMP 18" INLET PIPE 1 358.60 HDPE 12" INLET PIPE 1 371.20 HDPE 12" PROPOSE® WA�� REENS
5. STRUCTURE AND CASTINGS SHALL MEET AASHTO HS20 LOAD NORTHWAY PLAZA
INLET PIPE 2 367.94 CMP 18" INLET PIPE 2 358.60 HDPE 12" INLET PIPE 2 371.20 HDPE 12"
OUTLET PIPE 376.97 CMP FIELD VERIFYOUTLET PIPE , 358.50 HDPE 12" OUTLET PIPE 371.20 HDPE 1211 i TOWN OF QUEENSBURY
INSTALLATION NOTES WARREN COUNTY, NEW YORK
ANTI PROVISIONS ARE SITE-SPECIFIC DESIGN
SUB-BASE, BACKFILL DEPTH, AND/OR A 386.20 RIM ELEVATION 364.90 RIM ELEVATION 379.90 --
1 . ANY SU RIM ELEVATION
CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. CDS UNIT DETAILS
2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT
LIFTING AND REACH CAPACITY TO LIFT ANTI-FLOTATION BALLAST WIDTH HEIGHT ANTI-FLOTATION BALLAST WIDTH HEIGHT ANTI-FLOTATION BALLAST WIDTH HEIGHT
AND SET THE CDS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED). NOTES/SPECIAL REQUIREMENTS: NOTES/SPECIAL REQUIREMENTS: cADD PLOT: DRAWING NO.
NOTES/SPECIAL REQUIREMENTS: SCALE: AS NOTED
U 3. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE ALL INVERTS ARE EXISTING, ADJUST IN FIELD TO MAINTA
m POSITIVE DRAINAGE IF POSSIBLE(OUTLET CURRENTLY H IIIIII'I'k' DRAWN BY:
° STRUCTURE. THAN INLE-` * PER ENGINEER OF RECORD NSDC4AA
ROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS PER ENGINEER OF RECORD DS
VOID PLOT:
0
4. CONTACTOR TO PROVIDE, INSTALL, AND G * PER ENGINEER OF RECORD
- DATE: 12/02/2008
SHOWN.
CTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING THIS PRODUCT MAY TENTS:PROTECTED BY RELEASED T
5. CONTRA FOLLOWING U.S.PATENTS: 5,7sasaa;Bsa1,720;s,511,595;s,5a1,�8s; CONSTRUCTION REVIEWED BY:
TER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS RELATEOFOREioNPATENrs,oROTHERPATENTSPENowG.
WA - JFT of 28 DWGS.
ARE GROUTED. - - -