HomeMy WebLinkAboutR-373707CONSTRUCTION DETAILS
OIL /WATER SEPARATOR CHAMBER
OIL RETAINER BAFFLE
PLATE ACCESS DOOR
INSPECTION TEE � / 7
6" OUTLET /
INVERT ELEV
INVERT ELEV PER PLAN -
PER PLAN- TYPICAL
DIAMOND PLATED INSPECTION COVERS
FLOW DIFFUSER
GRIT /SLUDGE RETAINER WEIR
R" IMI FT RIM ELEV PER PLAN -
TYPICAL
OPTIONAL RISERS
AS REQUIRED
SECTION A -A 3/16" GALV STEEL PLATE JLL•IIVN '15
BAFFLES AND WEIR
n OIL /WATER SEPARATOR
1
NOT TO SCALE (UTllltt VAULT COMPANY MODEL 6605A)
MATERIALS OF CONSTRUCTION
FABRIC:
NEEDLE PUNCHED NON -WOVEN
- TERMINATE CONDUITS ABOVE
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GEOTEXTILE MATERIAL. FABRIC IS
INSERT SHALL BE DIRTRAP
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0
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IS RESISTANT TO ULTRAVIOLET INLET
ULTRA DRAINGAURD
CEILING IN BUILDING
AND BIOLOGICAL DEGREDATION
OR APPROVED EQUAL.
BUILDING
AND A BROAD RANGE OF CHEMICALS.
N
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APPARENT OPENING SIZE (ADS):
80 US STANDARD SIEVE (0.180 MM) SKIRT
OVERFLOW PROTECTION
GRAB TENSILE STRENGTH:
200 LBS
Model:
0
PUNCTURE STRENGTH:
130 LBS HANDLING STRAP
EXISTING CEILING
MULLEN BURST:
400 PSI•"
HANDLING
TRAPEZIODAL TEAR:
85 LBS
STRAP
WATER FLOW RATE:
110 GPM /FT2
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INSTALL NEW SHEET METAL
ENCLOSURE TO CONCEAL
PREMEABILITY:
0.38 CM /SECOND
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DIMENSIONS:
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SKIRT:
24 "x36"
0
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HANDHOLE ACCESS AT
HANDH LE
SOCK FILTER /SEPARATOR:
10" D x 24" L
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DISPOSAL
REQUIREMENTS:
I
CONSULT FEDERAL, STATE, AND
LOCAL REGULATIONS
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FOR DISPOSAL D
SEDIMENT COLLECTION
CATCH
BASIN INSERT
ITH SEAL (PROVIDE HANDHOLE
AL
CCESS AT SEALOFFS)
NOT TO SCALE
CORE DRILL WALL
EXISTING BUILDING
S /ONAL EaG G'�O ',
- TERMINATE CONDUITS ABOVE
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TERMINATE CONDUITS ABOVE EXISTING
OVERHANG
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CANOPY OVERHANG IN
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CEILING IN BUILDING
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BUILDING
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SEAL PENETRATIONS (TYP.)
Disk File: 13245 -07 -D1 3.dw
SEAL PENETRATIONS (NP.)
Model:
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EXISTING CEILING
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EXTERIOR
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INTERIOR
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INSTALL NEW SHEET METAL
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INSTALL NEW SHEET METAL
ENCLOSURE TO CONCEAL
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INSTALL SEAL OFF (PROVIDE
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CONDUITS PAINT TO MATCH
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CONCEAL CONDUITS PAINT TO
EXISTING BUILDING (WIDTH
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HANDHOLE ACCESS AT
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TO MATCH CURB EXTENT)
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INSTALL SEAL OFF OR COULPING
3" LB's
ITH SEAL (PROVIDE HANDHOLE
CCESS AT SEALOFFS)
EXISTING GONG EXISTING CONC CURB
CORE DRILL WALL
-
" LB's (TYP.)
EXISTING SIDEWALK TO BE SAWCUT AND
REPLACED
EXIST. GONG WALL
EXIST. CONIC. WALL
4SAWCUT
ASPHALT
EXISTING GONG CURB TO BE
AND REPLACED
EXISTING CONC
(2) 2" CONDUITS FROM
SIDEWALK
rARINIFT
(2) 2" CONDUITS J FROM CABINET
SIDE SECTION
(2) 2" CONDUIT PENETRATIONS AT BLDG.
SEC11ON AND ELEVATION VIEW
NOT TO SCALE
EXTERIOR ELEVATION
c
P9
PI,A(\ VIHIW ' OUTLET
24" SQUARd
i
�2
CRATE SHALL BE
HEEL PROOF
•. „..,. H 4:AVY
UTY 'I'RAN'I'IC GKA'I'E
LPI'OXI'S AASHTO
25 LDAUS
CRATING
NOTES:
L30X YALIRICATED FROM
10 GA. MA'IT:I?1A1,
L22x2?x,�
SEDiMDNT TR.AF
W/ HINGED LIE
ISOMETRIC SECTION
S A L AI;P JVLU — ASI'HE.LI DI 'I' -D
®24" SQUARE - 4 "m OR 6 "m OUTLET
STORM WATER CATCH BASIN DWG #
PR07. MAN. DWG P. I DWN. PAUL c I SCALE NONE G�
clbeon sW1 Bemne DATE: JAN. 23, 06 MODEL: OC910- 3LYTB -9A6 a
sn s lure
247 ftshingtm SL Euge, On 97401 ph.(541) 687 - 8,572 Icx :J4H0207
" QUARE CATCH BASIN
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NOT TO SCALE (REFERENCE DETAIL "GCB10- 30HB -4 &6 ")
wi 120 V T ELECTRICAL OUTLET FOR
HEAT TAPE. INSTALL HEAT TAPE
3 Z FOR FREEZE PROTECTION CENTER BACKFLOW
PRE4ENIER W
k� BACNfIO ASSEMBLY ENCLOSUIRE 11
3' MN. 3' INSULATED ENQOAIR
TROT 80x' OR EQUAL
318" x 4T ANCHOR
BOLTS PER
MANUFACTURER
CONCRETE SLAB UNION - FINISHED
CRATE
FINISHED
GRADE
rye\ 0 DRA V "
W
SEE NOTE 4
6" MINIMUM SLEEVE
FREE URAINING i (TM.)
GRAIL _
CONNECT TO
WATER METER
IMMEDIATELY
ADJACENT TO
RNA
FLOW —�
INSTALLED W/ APP'. ADIRECTS L PANEL. FRONT VIEW
MATERIAL PER UPC RJQD u[rtrt 50E
(SIZE AS RED.) PER ELECTRICAL
SIDE VIEW PERMIT REQUIREMENTS
NOTES:
1. ALL REDUCED PRESSURE SACKROW ASS MESTES (RPOA'5) MUST BE LISTED ON LATEST LIST OF TBACKFLOW
PRET£NRON ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE', NBUSHEO BY STATE OF
WASHWCFCN DEPARTMENT OF HEALTH.
2. ME OWNER APPLICANT MUST OBTAIN A SEPARATE CITY OF RE N TON PLUMBING PERMIT FOR ME INSPECTION
Cf' ME INSTURGN OF THE RPRA AND PIPING ME OWNER SHALL FURNISH, INSTALL AND MAINTAIN ME
RHEA PAID AM PIPING TESTED APPURTENANCES NFED A MI5 PLAN.
3 ME RPRA MUST BE lREPAI DY A SLATE ANNUALLY ED DATER AT OMER ASSEMBLY TEENER AFTER ITS FTH
REPORT INSTALLATION, SHAU AFTER REPAIRS GOT AND TO CITY THEREAFTER AT OTHER'S EXPENSE. A COPY T ME TEST
REPORT SNTSS BE SENT ON FAXED TO CITY CF LS T, FAX WATER UTILITY ENGINEERING DEPT.. ATM: WATER
GRAINY CROSS E SIZED CONM0. E WITH A FAX N0. 425-430-724t. 110H C
4. DRAIN SHALL BE SIZED IN AR WBA'ICE WITH IN FOR C1.5 5 CIXiHE MA! C' FOR MANUHI. SiAfUM05
Y DRAIN EH 1' SU SMALLER BE LOCATED TE GRAIN TVA LY TOY RAND 6' FOR d" FOSS
5. RPRA AND ME ENCLOSURE SMPAI BE LOCAIEO ON PRIVATE PROPER' AND AS NEAR AS PG55 &E N i11E
WATER METER.
sID.
e� PUBLIC WORKS REDUCED PRESSURE OW PcAR - SM.8
l� DRPARTMENT ASSEMBLY IN HOT T BOX BOX MAµcx zD10
R.P.B.A. W /HOT BOX
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NOT TO SCALE (REFERENCE DETAIL "350.2 ")
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a$
I' n DIRECTION OF FLOW
>
0 3..
IN
I 6" MIN.
6 U NION (TYP.)
PLAN
a 3 "MAX.
E
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FE s
a
6 "MIN.
TOTO CITY •. •,•"
METER STACKED METER SECTION 6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
1. ILL DOUBLE CHECK VALK ASSMSUES (DCVA'.) MUST DE LISTED ON LATEST UST O 'BACXROW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE'. PUBUSTED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2. THE OWNER /APPLICANT MUST OBTAIN A SEPARATE Gtt OF nNTON PLUMBING PERMIT FOR ME INSPECTION
OF ME WSTALLARON OF THE DCVA AND PIPING ME OWNER SHALL FURNISH. INSTALL AND MAINTAIN THE
GOYA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. ME DCVA MUST BE TESTED BY A STATE CERDFED BACKROW ASSEMBLY TESTER AFTER 115 INTO&
INSTALLATION. AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE, A COPY OF ME LEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATM: WATER
UTILITY CROSS -CLWNECTMN CONTROL SPECIALIST, FAX NO. 425 -430 -7241.
4. DCVA AND METER BOX SHALL RE LOCATED OR PRNATE PROPERTY AND AS NEAR AS POSSIBLE i0 THE
WATER METER.
�® POBNC WORKS -/ "TO 2' DOUBLE CHECK VALVE BID. PGN -940.8
�'A� 5 DEPARTMENT WORK ASSEMBLY FOR IRRIC"ATION OR
RESIDENTIAL FIRE SPRINKLER MARCH 2010
A DOULBE CHECK VALVE ASSEMBLY
V
NOT TO SCALE (REFERENCE DETAIL "340.8 ")
4" CEMENT CONCRETE
4" COMPACTED CRUSHED —
SURFACING TOP COURSE
COMPACTED SUBGRADE TO 95%
MAX. DRY DENSITY
NOTE: PROVIDE CONTROL JOINTS
AT 6' O.C. MAXIMUM
(� CONCRE
N.T.S.
2% MAX. SLOPE
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18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251 -6222
(425)251 -8782 FAX
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CONSTRUCTION DUALS
FRED MEYER
FUELM FACLTTY
Permit No. U13001730
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