HomeMy WebLinkAboutR-4343121170
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CDS2015-4-C DESIGN NOTES
CDS20154-C RATED TREATMENT CAPACITY IS 0.7 CFS [19.8 Us], OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS CAPACITY IS
10.0 CFS [283 Us]. IF THE SITE CONDITIONS EXCEED 10.0 [283 Us] CFS, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED.
THE STANDARD CDS2015-4-C CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME
CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS.
CONFIGURATION DESCRIPTION
GRATED INLET ONLY (NO INLET PIPE)
GRATED INLET WITH INLET PIPE OR PIPES
CURB INLET ONLY (NO INLET PIPE)
CURB INLET WITH INLET PIPE OR PIPES
SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION)
SEDIMENT WEIR FOR NJDEP / NJCAT CONFORMING UNITS
TOP SLAB ACCESS INLET BAY
(SEE FRAME AND COVER (LOCATIIONOVARE S) FLOWKIT STONEPROVIDED BY CONTECH
PERMANENT
DETAIL) Q SETTLING 21" FILTERRA MEDIA, TYP.
= POOL ELEV. PROVIDED BY CONTECH
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PVC HYDRAULIC SHEAR a 48" [1219] I.D. MANHOLE Z SECTION A -Al
PLATE STRUCTURE o
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+/-65 °
D'
K
aFIBERGLASS
SEPARATION
J,
CYLINDER AND INLET
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0
U '
B
INLET PIPE
Tb
(MULTIPLE INLET PIPES
LD"1 MAY BE ACCOMMODATED)
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OIL BAFFLE SKIRT
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zSEPARATION
SCREEN
PVC HYDRAULIC
0
SHEAR PLATE
zz
0
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INTO TOP SLAB (TYP)
N*IF
REQUIRED
REFER TO TABLE FOR TYPE
PER SIZE / CONFIGURATION
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`INLET PIPE
ENERGY
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NOT BY CONTECH
DISSIPATION
CLEAN OUT FRAME AND
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(LOCATION VARIES)
CURB
ROCKS
COVER CAST INTO TOP SLAB
INLET
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TOP SLAB
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3" MULCH LAYER, TYP.
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PROVIDED BY CONTECH
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OUTLET PIPE
6" UNDERDRAIN
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z `INLET PIPE VAULT LENGTH
0 NOT BY CONTECH 'CURB AND GUTTER, TYP.
LOCATION VARIES `CURB (NOT BY CONTECH)
FTPD-UGS CONFIGURATION
(OPTIONS. THROAT INLET "-T", PIPE INLET %P", GRATE INLET "-G", THROAT & PIPE INLET "-TP', GRATE & PIPE INLET %GP", ALTERNATE HATCH "-H")
MODEL NAME
PART NUMBER
SHALLOW CONFIG
MEDIA
MEDIA BAY
VAULT SIZE
WEIR / CURB
ACCESS CON FIG
GRATE SIZE WITH
AVAILABILITY
AREA (SF)
SIZE
(W x L)
LENGTH
IN -OUT BAY / MEDIA BAY1
"-G" CONFIG
FTPD-UGS 4x4
FFPD0404-UGS
ALL
16
4 x 4
4 x 6
1'-8"
(2) 012" / 030" & 07"
12"
(4x6 VAULT)
FTPD-UGS 4x6
FTPD0406-UGS
ALL
24
4 x 6
4 x 8
1'-8"
(2) 012" / 030" & 07"
12"
(4x8 VAULT)
(EXCEPT DE MD, NJ, PA VA. wh
FTPD-UGS 6x4
FTPD0604-UGS
ALL
24
6 x 4
6 x 6
1'-8"
(2) 012" / 030" & 07"
24"
(6x6 VAULT)
(ExcEPT cn TJQ
FTPD-UGS 4.5X5.8
FTPD045058-UGS
DE, MD, NJ, PA, VA, WV
26
4.5 x 5.83
4.5 x 7.83
1'-8"
(2) 012" / 030" & 07"
24"
(4.5x7.8 VAULT)
ONLY
S
F(6x8
FTPD0606-UGS
ALL
36
6 x 6
6 x 8
V-8"
(2) 012" / 030" & 07"
24"
(6x8 VAULT)
VA T)
FTPD-UGS 6x8
FTPD0608-UGS
ALL
48
6 x 8
6 x 10
1'-8"
(2) 012" / SxT HATCH & 07"
24"
(6x10 VAULT)
(EXCEPT Cn TJQ
8x7
D UGSVAULT)
FTPD0807-UGS
ALL
56
8 x 7
8 x 10
2'-6"
(2) 024" / TxT HATCH & 07"
24"
(8x10 VAULT)
(B
(EXCEPT OR, wAI
S
F(6x12
FTPD0610-UGS
ALL
60
6 x 10
6 x 12
1'-8"
(2) 012" / TxT HATCH & 07"
24"
LT)
(6x12 VAULT)
V
(ExcErT cn TX)
RT C
S 7x1LT)
F(7x13
FTPD0710-UGS
ALL
70
7 x 10
7 x 13
2'-6"
(2) 012" / TxT HATCH & 07"
24"
(7x13 VAULT)
V
(EXCEPT GI, TX)
FTP0.UGS 8x9
FTPD0809-UGS
ALL
72
8 x 9
8 x 12
2' -6"
(2) 024" / TxT HATCH & 07"
24"
(8%12 VAULT)
(EXCEPT OR.wAI
FTPD-UGS 8x10.5
FTPDO8105-UGS
ALL
84
8 x 10.5
8 x 14
3'-0"
(2) 024" / Tx& HATCH & 07"
24"
(8x14 VAULT)
FTPD-UGS 8x12.5
FTPD08125-UGS
ALL
100
8 x 12.5
8 x 16
3'-0"
(2) 024" / (2) &X& HATCH &
24"
(8x16 VAULT)
(EXCEPT OR, M)
07"
FTPD-UGS 9x11.5
FTPD09115-UGS
OR, WA ONLY
103
9 x 11.5
9 x 15
3'-0"
(2) 024" / (2) TxT HATCH &
24„
(9x15 VAULT)
07"
> ( ) INLET - SEE CURB INLET DETAIL SITE SPECIFIC ANALYSIS IS REQUIRED TO DETERMINE BYPASS CAPACITY.
0 TRANSFER OPENING t IF REQUIRED BY LOCAL JURISDICTION, ON SIZES WITHOUT A HATCH AS STANDARD, ACCESS OVER THE MEDIA BAY MAY BE ALTERNATED WITH A 36"x36" HATCH
Y 4" x 15" ON 4' WIDE VAULTS FOR AN ADDITIONAL CHARGE.
4" x 20" ON 6'-8' W IDE VAULTS
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LL
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a ALTERNATE ORIENTATION GRATE INLET ORIENTATION "-G"
---- i [��
MIN. MEDIABAY
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GENERALNOTES
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. y PLAN VIEW
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2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED 0
PERMANENT POOL SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com O (SHALLOW CONFIGURATION "-S") CURB AND GUTTER, TYP
ELEV. 3. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. D
(NOT BY CONTECH) t1—ilk------------�
CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. z OPTIONAL CURB (BY OTHERS) ACCESS CASTING (TYP) 1 �n
� 4. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF U - 2% AND GROUNDWATER ELEVATION AT, OR BELOW, &ELEVATED CASTINGS I I I
REFER TO TABLE FOR TYPE
M PER SIZE / CONFIGURATION — I L I
THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET Lu
AASHTO M306 AND BE CAST WITH THE CONTECH LOGO.. LL OPTIONAL GRATED INLET
5. IF REQUIRED, PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS (REFER TO TABLE FOR SIZING) STREET
NECESSARY DURING MAINTENANCE CLEANING. z
6. CDS STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. I I I
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INSTALLATION NOTES (gi s M.�47< � .. " ,.
A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE ° _ L _ rIJ _ _ _ _ _ _ _ _ _ _ _ _ J
SPECIFIED BY ENGINEER OF RECORD. a 2 2
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE. z - Z. to CURB INLET DETAIL
2 C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. o 'v `O -�
0 - `�� D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE STANDARD FTPD0608-UGS &LARGER
F CENTERLINES TO MATCH PIPE OPENING CENTERLINES. O O N (HATCH %H" FOR SMALLER SIZES - ADDITIONAL CHARGE)
SOLIDS STORAGE SUMP E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS
ELEVATIONA -A SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. w Maesyn a«anuonvo*oaRmsoawrgspoaeaasaar<mmeaaedoweeRpre«a"«var«oycoreaE�aareasoweoouc««aansamareaompayaspc«cen7nanarrnsarawgnoramvanmeama aarepm«eaormmmw�ammanner
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C\I� ® F SECTION A-A2I%_ ® FILTERRA PEAK DIVERSION - UNDERGROUND SHALLOW
-.DNTECH CDS2015-4-C z (SHALLOW CONFIGURATION WITH GRATE AND/OR PIPE INLET" -SG") %avI NTECH
w w ENGINEERED SOLUTIONS LLC (FTPD-UGS)
i ENGINEERED SOLUTIONS LLC ONLINE CDS L fj lre rra
www.contechES.com www.ContechES.com 6'-6" OR LESS RIM TO OUTLET
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 STANDARD DETAIL NTERNAL PIPE CONFIGURATION MAY VARY 9100 Centre Pointe Dr., Suite 400, West Chester, OH 45069
5 800-3381122 5138457000 513-645-7993FAX a DEPENDING UPON OUTLET LOCATION OR PATENTINFORM4TION.GOTOmwianteUES«MP g00.338-1122 513-6457000 513-645-7993FAX CONFIGURATION DETAIL
NTS NTS n
CDS Separator (SD A5) Filterra 4x4 Vault (SD A6) a
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EDEVELOPMENT ENGINEERING
HBray 06/13/2025
%01
NTS 1 o NTS 11
A* j Noed Not Used
t Us
°` "Asy� BID SET SE /10/2 SURVEYED: SCALE: DATE:
RSD TRANSPORTATION EXPANSION o5 21 25
��� PERMIT COMMENTS SE /14/2 HORIZONTAL: NAD 1983/1991 VERTICAL: NAVD CITY OF
� i 83/1
w , DESIGNED: + FIELDBOOK:
ADDENDUM 1 AJ /17/2 SSE/REc RENTON
PAGE:
3 ADDENDUM 2 AJ 5/1/25 °RPWNt
43667 DJD/AJJ ONE INCH DRAWING N0:
NTS ��c>sTER�� 1 4 PERMIT COMMENTS SE /21/2 CHECKED: DATUM Planning/Building/Public Works Dept. STORM DRAINAGE DETAILS C412
C AT FULL SCALE
F NOT ONE INCH
Not Used sSIUNAL v�� APPROVED: SCALE ACCORDNGLY SHEET: OR
N0. REVISION BY DATE APPR 12 OF 3
R-434312
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> FRAME AND COVER
B (DIAMETER VARIES)
OUTLET PIPE N.T.S.
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTURE ID
SD A5
WATER QUALITY FLOW RATE (CFS OR Us)
0.03 CFS
PEAK FLOW RATE (CFS OR Us)
0.42 CFS
RETURN PERIOD OF PEAK FLOW (YRS)
100 YR
SCREEN APERTURE (2400 OR 4700)
PIPE DATA:
I.E.
MATERIAL
DIAMETER
INLET PIPE 1
30.02
SDR35
8"
INLET PIPE 2
OUTLET PIPE
30.02
SDR35
8"
RIM ELEVATION 33.60
ANTI -FLOTATION BALLAST
WIDTH
HEIGHT
NOTES/SPECIAL REQUIREMENTS:
* PER ENGINEER OF RECORD
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