HomeMy WebLinkAboutR-417752SITE SPECIFIC DATA
PROJECT NUMBER
7606
PROJECT NAME
BOEING MITIGATION 84ACAR
PROJECT L0047DY
RENW,, WA
STRUCTURE D
RN-18
TREATMENT REQUIRED
VOLUME 84SO (CF)
FLOW BASED (CFS)
w.409
TREATMENT HGL AVAILABLE (FT)
N/A
PEAK BIPA55 REQUIRED (CIS) -
IF APPLICABLE
2176
PIPE 1141A
LE
MATERIAL
DIAMETER
INLET PIPE
16.67
HOPE
12'
OUILET PIPE
15.20
HDPE
12'
PRETREATMENT
BAonm4T/0N
DISCHARGE
RIM ELEVA77ON
19.50
19.40
19.50
SURFACE LOAD
120 KIPS
120 KIPS
120 KIPS
FRAME & COVER
36' X ' 6
36' X 74'
(2) 36' X 74p,
(2) 36' X 36'
(2) 30' X 30'
INDUSTRIAL MED14
VOLUME (CY)
4.48
INDUSTRIAL MEDIA
DELIVERY METHOD
PER CONTRACT
ORIFICE SIZE (D14.
INCHES)
2 EA 01.99'
NOTES: •A TOTAL
TRE47MENT FLOW.
OF TWO MWS UNITS WILL PROVIDE THE REQUIRED
INSTALLATION NOTES
1. CONTRACTOR 70 PROVIDE ALL LABOR, EQUIPMENT, U47ER14LS AND
INCIDENTALS REQUIRED 70 OfTLBAD AND INSTALL THE SYSTEM AND I
APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE
M6INUFACRIMRS SPEC=47IONS UNLESS OTHERWISE STATED IN
AMNUFAC7URRS CONTRACT.
2 UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER -�
RECOMMENDS A MINIMUM 6' LEVEL ROCK BASE UNLESS SPECIFIED
BY THE PROTECT ENGINEEN CONTRACTOR IS RESPONSIBLE TO
VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS
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
GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND
SHALL MEET OR DICEED REGIONAL PIPE CONNECTION STANDARDS.
4. CONTRACTOR 70 SUPPLY AND INSTALL ALL EXTERNAL CONNEC77NG
PIPES
5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS,
MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES
AND H47CHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED
OTHERWISE.
6. DRIP OR SPRAY IRRIG477ON REQUIRED DN ALL UNITS WITH VEGETATION.
r CRICDAI NlnTCC
1. MANUFACTURER 70 PROVIDE ALL U47ERALS UNLESS OTHERWISE NOTED.
2 ALL DIMENSIONS S"A7IONS, SPECIfICATIONS AND CAPACITIES ARE SUBJECT TO
CH4NG£. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS
AND ACCESSORIES PLEASE CONTACT MANUFACTURER.
WSP
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CALL 48 HOURS
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300AC
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BEFORE YOU DIG
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431-2250
1-BBB-424-.>JrJ.>
FAX: (i(6)431-E350
FAX:(UXG
SYM
RENSION
SY
APPROVED
MM
CRIS
APRON R - CENTRAL
C1802421
WSP
I SPT
I 07/09/21
ASSIST MTCH VOAD AREA ASSIST H47MES ARAVULD ASSIST MTCH
OWFLOW PPE MIN DOWA/ ONES
SE NOW NEEHAH FOUNDRY j NEEW FOUNDRY
R-3498-RJS SPRING R-3498-R2S SPRING
ASSIST MIDI ASSYST HITCH
PLAN VIEW
25-0•
ELEVATION VIEW
INTERNAL BYPASS DISCLOSURE:
✓r.. rrr
,:, ix
.Ri
THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED
AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PFAK FLOW SHALL BE
ASSESSED TH ENSURE NO UPSTREAM FLOODING PEAK Ha AND BYPASS
CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY.
-6C
REVISION
BY I APPROVED I OATS
":
T
T
LEFT END VIEW
RIGHT END VIEW
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
APPROVED�PTTC
AIRCRAFT
RATED HATCHES
72" X
36" DOUBLE
NEENAH R-3498-133S
62' X
36' DOUBLE
EAST JOURDAN
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
C501-1 D.
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. SEE 501-5C FOR IUD ELEVATIONS.
5. PERMANENT WATER QUALITY TREATMENT FACILTES 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 C501-1B.
6. SEE STRUCTURAL PLANS FOR STRUCTURAL SUPPORT DETAIL.
[CIVIL PER
STORM DETAILS
R-4177052�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C180242
01-6R
C180242 1
comp
RTN-YD-0501-6R
07/09/L1
RENTON SITE
MASTER 11