HomeMy WebLinkAboutR_40137975
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SITE SPECIFIC DATA
PROJECT NAME
4851 - SOUTH SHORE OF LAKE
WA - APRON R
PROJECT LOCATION
RENTON, WA
STRUCTURE ID
RTU-
I 1
TREATMENT REQUIRED
VOLUME BASED (CF)
FLOW BASED (CFS)
0.202
TREATMENT HGL AVAILABLE (FT)
N/A
PEAK BYPASS REQUIRED (CFS) -
IF APPLICABLE
0.789
PIPE DATA
I.E.
MATERIAL
DIAMETER
INLET PIPE
16.30
PVC
8"
OUTLET PIPE
15.20
HDPE
12"
PRETREATMENT
BIOFIL IRA TION
DISCHARGE
RIM ELEVATION
1&63
1&63
1&63
SURFACE LOAD
120 KIPS
120 KIPS
120 KIPS
FRAME & COVER
(2) 36" X 36"
�2� 36» X 36*
(2) 30" X 30"
INDUSTRIAL MEDIA VOLUME (CY)
5.70
INDUSTRIAL MEDIA DELIVERY METHOD
PER CONTRACT
ORIFICE SIZE (DIA. INCHES)
(2) 0 1.95"
NOTES.-
NEENAH FOUNDRY
R-3498-R3S SPRING
ASSIST HATCH
-
I
Imo,
Y..'.........._ ..._..........
PATENTED NEENAH FOUNDRY
PERIMETER R-3498-R2S SPRING
VOID AREA [ASSIST HATCHES
771
VERTICAL NEENAH FOUNDRY
UNDERDRAIN R-3498-R3S SPRING
MANIFOLD ASSIST HATCH
NEENAH FOUNDRY-,
R-3498-P2S '`71 ❑ ❑
SPRING ASSIST I I ❑l ❑l ❑❑
HATCH --- -
I I I R
OUTFLOW PIPE DRAIN DOWN LINE
SEE NOTES PLAN VIEW NEENAH FOUNDRY
R-3498-R2S SPRING
ASSIST HATCHES
PRE -FILTER
CARTRIDGE
INFLOW PIPE
SEE NOTES
INDUSTRIAL MEDIA
BED
18.63
16.45
IE IN
INSTALLATION NOTES
FLOW CONTROL
°
` '
` `
16.30
1.
CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND
RISER
`
�. °
o a
o o
- - -
-
TOP OF
WEIR
INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND
- our �, _
_ _ _ _ _
'
- �s_28 - -
APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE
15.20
MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN
WATER TABLE
1520
10'-10"
4- -
12'-10'
�--
MANUFACTURERS CONTRACT
B PRETRRATMRNT
2.
UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER
6-�
CHAMBER CHAMBER
CHAMBER b
6'
_ 24-0
RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED
25'-0"
BY THE PROJECT ENGINEER. CONTRACTOR lS RESPONSIBLE TO
VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS.
ELEVATION VIEW
3.
ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE.
(PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE
MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS
AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK
INTERNAL BYPASS DISCLOSURE:
GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND
SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS.
THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED
4.
CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING
AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE
PIPES.
ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS
5.
CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS,
CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY.
MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES
LOW INFLOW PIPE DISCLOSURE:
AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED
OTHERWISE.
IT IS RECOMMENDED THAT A SUFFICIENT VARIATION IN ELEVATION BETWEEN THE
6.
DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION.
INLET AND OUTLET BE PROVIDED TO ALLOW FOR ACCUMULATION OF SEDIMENT IN
THE PRE-TREATMENT CHAMBER. FAILURE TO DO SO MAY RESULT IN BLOCKAGE
(. F
nI F R A I NI OTFC
AT INFLOW POINT(S) WHICH MAY CAUSE UPSTREAM FLOODING.
1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED.
2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO
CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS
AND ACCESSORIES PLEASE CONTACT MANUFACTURER.
SYM REVISION BY APPROVED DATE SYM
APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18
A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18
NEENAH FOUNDRY
R-3498-P2S
SPRING ASSIST
HATCH
9'-4"
LEFT END VIEW
NEENAH FOUNDRY NEENAH FOUNDRY
R-3498-R2S SPRING R-3498-R3S SPRING
o ASSIST HATCH ASSIST HATCH
I
C/L
/1
a r I
CIO
4"�
8"- 3'-8"-4'-0"- -8"
-
RIGHT END VIEW
NEAR MODULAR WETLAND SYSTEM RTU01 1
00-3A SCALE: NTS
REVISION
BY I APPROVED I DATE
P.
of WAsh� �f
x
31271 w�
��ssioNaL
ACCEPTABILITY IJDM
THIS DESIGN AND/OR CHE(
SPECIFICATION IS APPROVED SPT
ENGI
APPROVED BY DEPT. DATE BEE
7 LF 8" PVC
8" GATE VALVE
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IlE11E
I
I I
ELEV-18.71 ELEV-18.71
N-185582.71 N-185589.01
E-1299370.03 E-1299394.44
ELEV-18.66
N-185573.79
E-1299372.34
ELEV-18.66
N-185580.09
E-1299396.74
CHECKMATE IN -LINE VALVE
L-______J �- 12" GATE VALVE \- HIGH FLOW BYPASS
\-ROWS-62
12" GATE VALVE RTU -1 1 PLAN
SCALE: NTS ' v
AIRCRAFT
RATED HATCHES
72" X
36" DOUBLE
NEENAH R-3498-R3S
62" X
36" DOUBLE
EAST JORDAN
8196-DOUBLE
36" X
36" SINGLE
NEENAH R-3498-R2S
24"
DIA ROUND
NEENAH
R-3492
NOTES:
1. ALL VAULT STRUCTURES AND ASSOCIATED ACCESS LIDS AND HATCHES
SHALL MEET THE DESIGN LOADING REQUIREMENTS SHOWN ON SHEET G3.
2. THE LIFTING FORCE REQUIRED TO OPEN ACCESS LIDS AND HATCHES SHALL
BE A MAXIMUM OF 35-POUNDS. HINGED LIDS AND ACCESS HATCHES SHALL
BE EQUIPPED WITH A HYDRAULIC LIFT ASSIST SYSTEM AS REQUIRED TO
MEET THE MAXIMUM LIFTING FORCE REQUIREMENTS.
3. MODULAR WETLAND FRAMES, HATCHES, AND LIDS SHALL BE AS SHOWN IN
THE TABLE ABOVE OR ENGINEER APPROVED EQUAL.
4. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO
CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL
BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL
CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES
ON SHEET G2.
5. SEE STRUCTURAL PLANS FOR STRUCTURAL SUPPORT DETAIL.
BergerABAM
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
DATE SUBTITLE
06/08/18
06/08/18
06/08/18 TITLE
CIVIL MASTER
CIVIL PERMIT
STORM DRAINAGE DETAILS - SHEET 7
APRON R INFRASTRUCTURE
RENTON SITE
SITE
R-401379
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING + Fr12/20/2018
WATER UTILITY ,�
afowler 12/20/2018 a
wI` \LIV W4700331 J `' /� n 10/01 / 18
SHEET
C500-3S C62-
JOB NO. COMP NO.
W4700331
RENTON, WA DWG NO. 4-APRON-R-0500-3S