HomeMy WebLinkAboutR-417751SITE SPECIFIC DATA
PROJECT NUMBER
7606
PROJECT NAME
BOEING M!T/GARON HANGAR
PROJECT LOC477ON
RENTON, WA
SMW7URE lD
M-17
TREATMENT REQUIRED
VOLUME 541 (CF)
FLOW BASED (CFS)
•0.409
TREATMENT HGL AVAILABLE (FT)
N/A
PEAK BYPASS REOU/RED (CIS) - IF APPL/C46LE
2.176
PIPE DATA
LE
AM7FRUL
DIAMETER
INLET PIPE
16.67
HDPE
/1'
OUI£T PIPE
15.20
HOPE
12'
PRE/REI7MLNT
B/OFXTRA7KW
DISCHARGE
RIM ELEVATION
19.65
19.55
19.65
SURFACE LOW
120 KIPS
120 KIPS
120 KIPS
FRAME A, COVER
36' X 36;
36' X 74'
(2) 36' X 74 s
(2) J6' X 36'
(2) 30' X 30'
INDUSTRIAL MED14 VOLUME (CY)
4.48
INDUSTPoAL MED14 DELIVERY MEVII00
PER CONTRACT
ORIFICE SIZE (OJA INCHES)
2 FA 01.99'
NOTES *A TOTAL OF TWO MWS UN17S WILL PROVIDE 7H£ REWIRED
7REA7MENT ROW.
INSTALLATION NOTES
1. CONTRACTOR 70 PROVIDE ALL LABOR, EQUIPMENT, M47EI AND
INCIDENTALS REWIRED TO OFFLOAD AND INSTALL THE SYS7EM AND J
APPUR7EMACES IN ACCORBINCE WIN THIS DRAWING AND THE
MANUFACTURERS SPECIRCATOAS UNLESS OTHERWISE STATED IN
MANUFACTURERS CON7R4CT.
2 UNIT MUST BE INSTALLED ON LEVEL RISE. MANUFACTURER -�
RECOMMENDS A MINIMUM 6' LEVEL ROCK BASE UNLESS SPECIFIED
BY 7HE PROJECT ENGINEER. CONTRACTOR AS RESPONSIBLE TO
VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIPIC4IONS
J. ALL PIPES MUST BE FLUSH W17H INSIDE SURFACE OF CONCRETE.
(PIPES CANNOT IWRIJUE BEYOND RUSH). INVERT OF OUTFLOW PIPE
MUST BE FLUSH NTH DISCHARGE CHAMBER F106R. ALL GAPS
AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK
GROUT PER MANUFACTURERS STANDARD CONNEC7ION DETAIL AND
SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS.
4. CONTRAC70R 70 SUPPLY AND INSTALL ALL EXTERNAL CONNECTOG
PIPES
5. C0N7R4C7OR RESPONSIBLE FOR IASTALUBON OF ALL RISERS,
AIANWLES, AND HATCHES CON7RAC7OR 70 GROUT ALL MANHOLES
AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED
OTHERWISE.
6. DRIP OR SPRAY /AWTION REWIRED ON ALL UNITS W77H VEGETATION.
r_VMCDAi NlnTCC
1. MANUFACTURER TD PROVIDE ALL M4TFR4LS UNLESS OTHERWISE NOTED.
2. ALL DIMENSIONS B"AT/ONS, SPECIRC4706 AND CAPACITIES ARE SUBJECT 70
CHANGE. FOR PROJECT SPECIFIC DPAWNGS DETAILING EXACT DIMENSIONS, KOO
AND ACCESSORIES PLEASE CONTACT MANUFACTURER.
WSP 0AC
3330I9 e X tl
CALL 48 HOURS
wRe303DD
fe Wry, 12Kb
BEFORE YOU DIG
L: (2 1-DOO
)431-2250
1-QDB-A2A-.>JrJ.>
FAX:(m
FAX: (i(6)431-E350
SYM
RENSION
BY
APPROVED
DATE
ORIG
APRON R - CENTRAL
C180242
WSP
SPT
I 07/09/21
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baborm
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0111710W FIFE ORl/V OOMN [ME PRE-FlUER
SEE N07ES NEENUI FONNDRY NED14N FOUNDRY C4RTRIDGE
RJ4W-RJS SPRING R-349R-R2S SARM
ASSIST H4700 Asas7 /t47CN aWtow FIFE
SEE NO2S
PLAN VIEW
25' 0'
ELEVATION VIEW
INTERNAL BYPASS DISCLOSURE:
THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD N BE REVIEWED
AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK ROW SHALL BE
ASSESSED 70 ENSURE ND UPSTREAM FLOODING. PEAR FILL AND BYPASS
CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY.
-6C
REVISION
BY I APPROVED I DATE
rJ-
LEFT END VIEW
NEDHN FOUNDRY
R-34RB-R2S SPOW
ASS5Tm W
R/DNT END VIEW
i L -BOEArw"
AEDWl fWNORY
R-3/RR-RJS SPRMC
ASSIST MTCW
^i
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
APPROVED�PTTC
LEGEND/QUADRANT CODE
DESCRIPTION
I SIZE
PIPE SIZE
I
II
11 UTILITY
WATER, GAS,ETC
III MATERIAL
CAST IRON, PVC, ETC
IV DEPTH
DISTANCE IN FEET
12" HPW
TO TOP OF UTILITY
MATERIALS
ABBREVIATION:
CL DI 4'-6"
CAST IRON PIPE
OF
CORRUGATED METAL PIPE
CMP
III
IV
COMPOSIT PIPE
CP
POLYMNYL CHLORIDE
PVC
REINFORCED CONCRETE PIPE
RCP
GALVANIZED STEEL
CS
STEEL PIPE
SP
EXISTING OR
VITRIFIED CLAY PIPE
VCR
FINAL PAVEMENT
3" BRASS MARKER
ALUMINUM
AL
W/ ANCHORING PIN
DUCTILE IRON
CI
COPPER
OLD
DURIRON
DUE
POLYPROPYLENE
PP
HIGH DENSITY POLYPROPYLENE
HDPP
a
ADD THE FOLLOWING IN APPROPRIATE
CASES:
DRILL 4*
DIAMETER HOLE
CONCRETE ENCASED
CONIC
a-
DOUBLE CONTAINED PIPE
DOE
<
FIRE PROTECTION
FP
A 4
CEMENT LINED
CL
- -
INSULATED
INS
NON -SHRINK GROUT IN
EXISTING PAVEMENT
OR SET MARKER IN NEW
CONCRETE PAVEMENT
BOEING RENTON FACILITIES MECHANICAL
PIPING STANDARD SECTION D38106-502
NOTES:
1. ARROWS INDICATE DIRECTION(S OF UTILITY WITH DISTANCES IN FEET, TO
AND FROM ADJACENT MARKER S) OR UTILITY STUB-UP(S).
2. LETTERING SHALL BE STAMPED 1/4" BLOCK STYLE LETTERS, ALL NEW
AND EXISTING (UNCOVERED AT POINT OF EXCAVATION) UNDERGROUND
UTILITIES SHALL BE MARKED PER THE ABOVE REQUIREMENTS.
3. MARKERS SHALL BE A 3" FLAT BRASS OR ALUMINUM SURVEY MARKER.
4. SEE PROJECT LEGEND FOR PIPING CONTENTS ABBREVIATIONS.
USE THE ABOVE TABLE FOR PIPING MATERIALS.
5, MARKERS SHALL BE LOCATED AT MAXIMUM INTERVALS OF 150 FEET, AT
CHANGES OF DIRECTION, WITHIN 5 FEET OF A WALL, AT ALL MANHOLES
AND VALVE BOXES, AND ADJACENT TO ROADS. MARKERS SHOULD
INDICATE SERVICE, PIPE SIZE, DIRECTION OF FLOW, PIPE MATERIAL AND
PIPE DEPTH.
6. MARKER INSTALLATION LOCATIONS SHALL BE INDICATED ON THE
CONTRACTOR'S PROVIDED AS -BUILT INFORMATION IN THE FORM OF
RED -MARKED DRAWING.
AIRCRAFT
RATED HATCHES
72° X
36° DOUBLE
NEENAH R-3498-R35
fit' X
36' DOUBLE
EAST JOURDAN 8196-DOUBLE
36" X
36" SINGLE
NEENAH R-3498-132S
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
C501-11
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 LID ELEVATIONS.
5. PERMANENT WATER QUALITY TREATMENT FACEITIES 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-4177051
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEWWPMEW EMINE n NO
C180242
C501-6Q
07/09/21
RENTON SITE
MASTER S 11
0, C180242 ICOMF
I0, RTN-YD-0501-6Q