HomeMy WebLinkAboutR-434312CO
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ACCESS CASTING CAST
CENTER OF CDS STRUCTURE, SCREEN AND
FIBERGLASS SEPARATION SUMP OPENING
CYLINDER AND INLET P
A
FLOW ,
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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 3: NOT BY INLET BAY STONE LAYER, TYP.
(SEE FRAME AND COVER OJ (LOCATIONVARIES)S)
PERMANENT FLOWKDRAIN PROVIDED BY CONTECH
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
PLATE STRUCTURE o SECTION A -Al
(SHALLOW CONFIGURATION WITH THROAT INLET AND/OR PIPE INLET "-ST")
+/-65 °
D'
K
aFIBERGLASS
SEPARATION
A
CYLINDER AND INLET
N
0
U
B
INLET PIPE
rh
(MULTIPLE INLET PIPES
LD"1 MAY BE ACCOMMODATED)
z
O
z
----
0
O
OIL BAFFLE SKIRT
U
zSEPARATION
SCREEN
F
PVC HYDRAULIC
5
SHEAR PLATE
zz
O
m
INTO TOP SLAB (TYP)
N*IF
REQUIRED
REFER TO TABLE FOR TYPE
PER SIZE / CONFIGURATION
n
a_
O
`INLET PIPE
ENERGY
2i
NOT BY CONTECH
DISSIPATION
CLEAN OUT FRAME AND
0
�
(LOCATION VARIES)
CURB
ROCKS
COVER CAST INTO TOP SLAB
INLET
0
TOP SLAB
w
D
O
6"MIN -
07.
Z
Q:
in
3" MULCH LAYER, TYP.
W
�
PROVIDED BY CONTECH
0
O
OUTLET PIPE
6' UNDERDRAIN
W
0
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")
SHALLOW CONFIG
MEDIA
MEDIA BAY
VAULT SIZE
WEIR / CURB
ACCESS CON FIG
GRATE SIZE WITH
MODEL NAME
PART NUMBER
AVAILABILITY
AREA (SF)
SIZE
(W x L)
LENGTH
IN -OUT BAY / MEDIA BAY1
"-G" CONFIG
FTPD-UGS 4x4
F FPD0404-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)
CA
(EJccEPT cA 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
FS
FTpD0606-UGS
ALL
36
6 x 6
6 x 8
V-8"
(2) 012" / 030" & 07"
24"
(6x8 VA
(6x8 VAULT)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 CA TX)
FTPD-UGS 8x7
FTPD0807-UGS
ALL
56
8 x 7
8 x 10
2'-6"
(2) 024" / TxT HATCH & 07"
24"
(8x10 VAULT)
(EXME M.wn)
S
F(6x12
FTPD0610-UGS
'4LC
60
6 x 10
6 x 12
V-8"
(2) 012" / TxT HATCH & 07"
24"
V LT)
(6x12 VAULT)
(ExcErT CA TJQ
FTPD-UGS 7x10
FTPD0710-UGS
ALL
70
7 x 10
7 x 13
2'-6"
(2) 012" / TxT HATCH & 07"
24"
(7x13 VAULT)
(EXCWr CA TX)
FTPD-UGS 8x9
FTPD0809-UGS
ALL
72
8 x 9
8 x 12
2' -6"
(2) 024" / TxT HATCH & 07"
24"
(8x12 VAULT)
(EXCEPT OR, wAI
FTPD-UG
FTPDO8105-UGS
ALL
84
8 x 10.5
8 x 14
3'-0"
(2) 024" / 3'x3' HATCH & 07"
24"
(8x14 VAAULT)LT)
FTPD-UGS 8x12.5
FTPD08125-UGS
ALL
100
8 x 12.5
8 x 16
3'-0"
(2) 024" / (2) 3'x3' HATCH &
24„
(8x16 VAULT)
(D(CEPT oR, WA)
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"
1
(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'k36" 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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1 j(ol LIM
oLA INLET BAY r 1 I I A I LJ I� ACCESS(TYP) I �Tnm
j t (MAY BE SOLID I I I I / \\ I r—_--7 / Y I
OR GRATED)—
I
O OUTLET BAY
ACCESS (TYP)
LL wrinmr I 1 I 10I I I
MEDIA BAY ACCESS 1 I I I 101 I
I I COVER(S) (TYP) 1 I I F
--1'-1-----------------J L 11 — J L1—Z1L
r r
6 OUTLET PIPE
r NOT BY CONTECH Li Li
g (LOCATION VARIES)
a ALTERNATE ORIENTATION GRATE INLET ORIENTATION "-G"
A i 1'-8"MIN. MEDIA BAY
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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. a (NOT BY CONTECH) 1 J _ L�7
CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. z OPTIONAL CURB (BY OTHERS) ACCESS CASTING (TYP) 1 Oun
4. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 2', AND GROUNDWATER ELEVATION AT, OR BELOW, &ELEVATED CASTINGS II I
REFER TO TABLE FOR TYPE
t"J PER SIZE / CONFIGURATION — I
THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET F - p. 7 1 I
AASHTO M306 AND BE CAST WITH THE CONTECH LOGO.. LL OPTIONAL GRATED INLET C--7 I _
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 ------ I I I
6. CDS STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. z I I I
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INSTALLATION NOTES W 6"MII N47< =W"
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A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE ° L _ r11 _ _ _ _ _ _ _ _ _ _ _ _ J
SPECIFIED BY ENGINEER OF RECORD. a
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE. z O to CURB INLET DETAIL
'� C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. o
o STANDARD FTPD0608-UGS & LARGER
U D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE
F CENTERLINES TO MATCH PIPE OPENING CENTERLINES. O O (HATCH "-H" FOR SMALLER SIZES - ADDITIONAL CHARGE)
p 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 reaegnaem«maaonaroxn«msaa yspoaeaasaawr<mmepopdowecengre«am«cal«oyc«reaEgneerea sowtiosuc««eamamareammpaesfC«cen'7Ndmawsaawg,o«am vanlncm,mace ea,revre�«ecormmmminammanar
F wiVput Me poor *riNen mnseN al CenkC,. FaYureboanpy gOone al leeuXs«vn MNc anO CONEJ'1eYpressy tlstlaY,s arty BNtMy of resp«saWly MrsW„se.lf�«epandes OeMeen tl,e sppXeO Mf«mMb, upon vflJtl, Me WawN81%EauO anJ xMual fkp conJlibrs are encouMereO as slle
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C1 a SECTION A-A2 �I FILTERRA PEAK DIVERSION - UNDERGROUND SHALLOW
III•NTECH CDS2015-4-C z (SHALLOW CONFIGURATION WITH GRATE AND/OR PIPE INLET" -SG") C�DNTECH
w W ENGINEERED SOLUTIONS LLC (FTPD-UGS)
1% ENGINEERED SOLUTIONS LLC ONLINE CDS
�DS' www.contachES.comLu fj terra 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
g (� FOR MTENT INFORMATKIN, GO TO..Con�fiES.c«NIP CONFIGURATION DETAIL
800-338-1122 513-645-7000 513-645-7993 FAX DEPENDING UPON OUTLET LOCATION 800-338-1122 513-645-7000 513-645-7993 FAX
NTS NTS n
CDS Separator (SD A5) Filterra 4x4 Vault (SD A6) a
CONSTRUCTION RECORD DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE
PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN
EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT.
FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY
BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO
JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025.
JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY
WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH
INFORMATION PROVIDED BY OTHERS.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NTS 1 o NTS 11
A. JAr Not Used Not Used
� was RECORD DRAWINGS SE 11/3/25 RSD TRANSPORTATION EXPANSION 11/03/25
DATE:
SURVEYED: SCALE: CITY OF
HORIZONTAL: VERTICAL: NAD� 983/1991 a
W ti DESIGNED:SSE REG p
/ FIELDBOOK:
DRAWN: AL� RENTON PAGE:
DJD/AJJ ONE INCH DRAWING NO:
43667 CHECKED: AT FULLJAJ Planning/Building/Public Works Dept. STORM DRAINAGE DETAILS C412
NDATUM
TS �' � �G[ GIST �1 IF NOT ONESCALE
NC
Not Used SjoNAL E� N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OR
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 I
MATERIAL
DIAMETER
_
INLET PIPE 130. 23B-Bi'
SDR35
8"
INLET PIPE 2 1
OUTLET PIPE30. 239:92
SDR35
8"
RIM ELEVATION 33.60
ANTI -FLOTATION BALLAST
WIDTH
HEIGHT
NOTEWSPECIAL REQUIREMENTS:
* PER ENGINEER OF RECORD
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