HomeMy WebLinkAboutR-355014F_
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(WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY
Rebel 2. AVM A -615 Grade 60
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SHALL NC- BE MORE THAN 50 FEET TO BUILDING)
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2. Static Water Depth - 4' -D'
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3. Contractor NO
0.33 ft /min. Rise Rate
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Designed Per Washington Stale Department Of Ecology
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SCRZ
WITH REGULAR BAS_ SECTION LENGTH TO FIT. VALVE NWT
Vii All BLockout Sizes and Locations
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110 GPM 10 ppm 60 Micron
EXTENSION AS REQUIRED (SEE QVIG BR45 / PAGE BOST).
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(WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY
Rebel 2. AVM A -615 Grade 60
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SHALL NC- BE MORE THAN 50 FEET TO BUILDING)
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Outlet Pipe Size
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CDCVA NEST BE USTA_LE: rnMEDIP-ELY A =TER TY 2
PIPE PENETRATION THROJCA BUILD NO FLCOR SLAB. e100 fcc
POOP IT WHICH OCCVA IS LOCATED SHALL:
A. HAVE FLUOR DRAM CONNECMC TO THE SANITARY SEVIER SYSTEM,
F,. HAVE A HEATING SYSTEM AO' F MIN. TEMP.) NO HEAT TAPE
. NOT BE USED FOR STORAGE AROUND THE OOCVA
0 HAVE CLEARLY DEUNEA -ED ACCESS WAYS TO DDCVA ANN PIES.
A RIGHT-CF-ENTRY AGREEM=NT MUST BE GRANTED TO 'FE
CI TV 0= REN -ON FOR INSPECTION OF FEE DDCVA
AIID AI_ EP.
SEPARATE RR_ SPRINKLER =LANS NCLUDING INSTALLA ION OF DDCVA
MUST BE SUBMIT -ED TO RENT IT FIRE PP.EVENTICN DEPARTMENT FOR
RE VIE \4 ANC APPROVAL.
A. SEPARATE RR_ SPRINKLER PERMIT IS REOLIRED.
ra
Or
ASBUIL T STORM DETAILS
PERIVETERS DE MINIMUM CLEARANCES RENTON GATEWAY CENTER
TD BE PAINTED ON FLOOR I'` VAI SW 1/4 SEC
TION 07
To ARE PAINT STEPS, WITH 2 INCH TWP. 23 N.
STENCILED BLACK LETTERS TO SA ": , , E. ,
W.
'DO NOT BLOCK ACCESS"
I- MAIN LINE TEE (MJ z =L1 Il CONCRETE BLOCKING
IAFlIN LINE TEE WITH 6" FLANGE SIDE OUILEI.
IS TO 20" BEHIND
(WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY
Rebel 2. AVM A -615 Grade 60
6" DUCTILE IRCN PIPE, CLASS o2 CEMENT LINER, LENGTH TO FIT
SHALL NC- BE MORE THAN 50 FEET TO BUILDING)
12" BEHIND
BACK OF
Outlet Pipe Size
7
SIDEWALK
14AT IS
ADJACENT TO
3- _LASS E2 DLLTLE IRON PIPE (4 INCH MINIM erA)
1' ABOVF. FOOD FLANGE. PLACE 8 WILL
CURB
FILM AROUND TOP AND SIDES OF
A_L PIPE ANC 9TTINCS SHALL 3E RSTP.AINED WTA SHACKLE RODS
FINISH FLOOR LEVEL
AND CONCRETE THP.IST BLOCKS PER NFPA AND AWWA STANDARDS.
HYDRANT ASSEMBLY
an
3
CDCVA NEST BE USTA_LE: rnMEDIP-ELY A =TER TY 2
PIPE PENETRATION THROJCA BUILD NO FLCOR SLAB. e100 fcc
POOP IT WHICH OCCVA IS LOCATED SHALL:
A. HAVE FLUOR DRAM CONNECMC TO THE SANITARY SEVIER SYSTEM,
F,. HAVE A HEATING SYSTEM AO' F MIN. TEMP.) NO HEAT TAPE
. NOT BE USED FOR STORAGE AROUND THE OOCVA
0 HAVE CLEARLY DEUNEA -ED ACCESS WAYS TO DDCVA ANN PIES.
A RIGHT-CF-ENTRY AGREEM=NT MUST BE GRANTED TO 'FE
CI TV 0= REN -ON FOR INSPECTION OF FEE DDCVA
AIID AI_ EP.
SEPARATE RR_ SPRINKLER =LANS NCLUDING INSTALLA ION OF DDCVA
MUST BE SUBMIT -ED TO RENT IT FIRE PP.EVENTICN DEPARTMENT FOR
RE VIE \4 ANC APPROVAL.
A. SEPARATE RR_ SPRINKLER PERMIT IS REOLIRED.
ra
Or
ASBUIL T STORM DETAILS
PERIVETERS DE MINIMUM CLEARANCES RENTON GATEWAY CENTER
TD BE PAINTED ON FLOOR I'` VAI SW 1/4 SEC
TION 07
To ARE PAINT STEPS, WITH 2 INCH TWP. 23 N.
STENCILED BLACK LETTERS TO SA ": , , E. ,
W.
'DO NOT BLOCK ACCESS"
I- MAIN LINE TEE (MJ z =L1 Il CONCRETE BLOCKING
IAFlIN LINE TEE WITH 6" FLANGE SIDE OUILEI.
IS TO 20" BEHIND
(WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY
Rebel 2. AVM A -615 Grade 60
6" DUCTILE IRCN PIPE, CLASS o2 CEMENT LINER, LENGTH TO FIT
SHALL NC- BE MORE THAN 50 FEET TO BUILDING)
12" BEHIND
BACK OF
Outlet Pipe Size
P- ?RANGY VAI "A"' OR e 0.I) INCH NA ME BOX AND CONTE
SIDEWALK
14AT IS
ADJACENT TO
3- _LASS E2 DLLTLE IRON PIPE (4 INCH MINIM erA)
1' ABOVF. FOOD FLANGE. PLACE 8 WILL
CURB
FILM AROUND TOP AND SIDES OF
A_L PIPE ANC 9TTINCS SHALL 3E RSTP.AINED WTA SHACKLE RODS
FINISH FLOOR LEVEL
AND CONCRETE THP.IST BLOCKS PER NFPA AND AWWA STANDARDS.
HYDRANT ASSEMBLY
4- =DST- NOICATOR VALVE (MJ) 'MTN TAMPER SNATCH
ELEVATION VIEW OF SDC'!A
5- 2 -90- BENDS (R v FL) WITH FLANGED MODULE IRON FIRE SPOOL
6- 18' LONG SPOOL (FL x PE)
7- =LAOGE COUPLING ADAPTOR ApJU S -ABLE STEE_ PIP- SUPPORT.
8- APPROIEC C'✓A CD ON MAIN FINE IC HCRIGINTAL POSITION ONLY.
(PCR LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION DEVICES) STANCHIONS BOLTED TO FLOOR,
BOTTOM OF DDCVA STAL_ BE A MININUAI OF 24 INCH ABOVE FLOOR LEVEL AND
NOT HIGHER THAN J FEET MAXIMUM. 1 3 CONCRETE RAUB OR ADJJSTABLE PIPE
SIPPORT COLUMNS UNDER DDCVA
9- C.S & Y VALVES r0 BE RESULT SEATED 'MW TAMPER, SNITCHES.
ADD WRING IN ACCORDANCE WITH L & I
F METERED 3/4 INCH B° -PASS DCVA - BY -PASS METER SHALL BE A 314 INCH
S_NNP1 -ECR" SR RON TVE DISPLACEMENT METER EQUIPPED .1. A REMOTE
R AO SE \SOR PLATE MOUNTED ON PRE OUTSIDE OF FIRE BUILDING WALL.
M- BRAND T`Ta GRAN"' C -ECK VALE. FLANGE \NTH BALL DRIP IN VALET OR OUTSIDE BUILDING
12 Sx G" n o BULL ELBOW TPR 1
N. U
1_' E LIE ED RIPE DEPT. A PUBLIC FIR UL USTED BREAK AWAY CPPS, LOCATE WIELD
.,. FEE, NAMMUM of A Pu6uc FIRE HmRArrr. INSIDE BUILDING INSTALLATION FOR
AFTER FIELD wsrauATION. MAN DDCVA AND BY PASS DCVA MUST BE TESTED 3 INCH AND LARGER
SADSTICTORIL° BY A DEPARTMENT OF -EALTH CERTIFIED BACIF_0'1 ASSEMBLY
TESTER TEST REPORT NLS BE SUBMITTED TO CITV 0-- R6N'ON WATER UTILITY DETECTOR DOUBLE; CHECK VALVE ASSEMBLY
ENGINEERING DEPARTMENT PRICE TO ACTIVATION BE NEW LINE,
INEALL BRASS PLUGS AT AL_ MST COCKS.
CITY OF D PLANS
RENTGN
EST
L,T OMAiIE E: 04/04
DWG. NAIVE'. 6117 SP FAGS 8117
FIR- HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR
COIAPRESSON VP_ SUCH AS SLOW VEOALLICfI; M & H 928, MUELLER
S:PER CENTUR ON 200, AND WATEROUS PACER 'ANN 6" MECHANICAL
JOINT INLET VAT- _UAS. 5 -1/4` MAIN VALVE OPENING. TWO 2 -1/2"
HOSE CONNECPONS NATCNAL STANDARD THREADS. 4' PUMPER
CONNECTION CITY OF SEATT_E THREADS \NTH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" S7CRZ, ATTACHED WITH 1/8" STAINLESS
STEEL CARL -_. " -1 /Y PEN -AGJN OPERATING NET, FIRE HYDRANT TO
Be_ FAINTED WT- TWO COATS OF 'AN-. KELLY- MOOVE /PRE5ERVATIVE
PLANT Na. 5760 -563 DTA ACRYLIC GLOSS. SAFETY V_LLOW OR
APOV
PROVED EQUAL, PJIAP_R CONNCCTION TO FACE ROADWAY OR AS
CREDITS BY REN70N FIRE DEPARTMENT. FIRE HYJRAN- EXTENSION r0
LEVEL ALL :ROUND
1111 3 RADIUS
4.875' . 5'
STIRS
cur
HYDRANT LOCH -ION IN CUT OR FILL
LEVEL ALL GROUND
MIN 3' RADIUS
CNE MAN ROCK I
6/ F LL
FIRE HYDRANT ASSEMBLY DETAIL
ADOPTED
eln Or FERNICr
4
T.;7 GATN o4 /LIE
DWG. NAME: 6102 SP PAGE: 6102
® UTILITY VAULT"
PROJECTED PLATE AREA - 444 Si
660 -CPS
MAXIMUM PROCESS FLOW-415 GPM
IAFlIN LINE TEE WITH 6" FLANGE SIDE OUILEI.
IS TO 20" BEHIND
BACK OF
Rebel 2. AVM A -615 Grade 60
6" DUCTILE IRCN PIPE, CLASS o2 CEMENT LINER, LENGTH TO FIT
CURB OR
12" BEHIND
BACK OF
Outlet Pipe Size
UNDER HYDRANT
SIDEWALK
14AT IS
ADJACENT TO
Utility Structures'
1' ABOVF. FOOD FLANGE. PLACE 8 WILL
CURB
FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE
HYDRANT ASSEMBLY
1. All Baffles and Weirs To Be Rosati Concrete
TWB -PIECE CAST IRON VALVE BOX WITH LUZ TYPE COVCR.
2. Static Water Depth - 4' -D'
I
3. Contractor NO
0.33 ft /min. Rise Rate
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION
Designed Per Washington Stale Department Of Ecology
I
4.675" x 5"
SCRZ
WITH REGULAR BAS_ SECTION LENGTH TO FIT. VALVE NWT
Vii All BLockout Sizes and Locations
RATE QUALITY SIZE
110 GPM 10 ppm 60 Micron
EXTENSION AS REQUIRED (SEE QVIG BR45 / PAGE BOST).
�.
I
MINdF
RAISED PAVEMENT MARKER TYPE 00
AB STIMSONNE T'WO -WAY BLUE.
i- CONCRETE B_OCK'.NG
__
T� 42" IA TI
LEVEL ALL :ROUND
1111 3 RADIUS
4.875' . 5'
STIRS
cur
HYDRANT LOCH -ION IN CUT OR FILL
LEVEL ALL GROUND
MIN 3' RADIUS
CNE MAN ROCK I
6/ F LL
FIRE HYDRANT ASSEMBLY DETAIL
ADOPTED
eln Or FERNICr
4
T.;7 GATN o4 /LIE
DWG. NAME: 6102 SP PAGE: 6102
® UTILITY VAULT"
PROJECTED PLATE AREA - 444 Si
660 -CPS
MAXIMUM PROCESS FLOW-415 GPM
IAFlIN LINE TEE WITH 6" FLANGE SIDE OUILEI.
I. Concrete: 28 Day Compressive Strength It- 4500 psi
6" GALE VALVE (FIE X 61J) AW VA C -509, RESILIENT SEAT
Rebel 2. AVM A -615 Grade 60
6" DUCTILE IRCN PIPE, CLASS o2 CEMENT LINER, LENGTH TO FIT
16" M 8' x 4' INUH \
2-3/4" COR- TENSTEEL TIE RODS. SEE SID DETAIL PER TE RODS.
CONCRETE BLOCK
Outlet Pipe Size
UNDER HYDRANT
Outlet Plpe EF,,, ion:_Q19.59
—112
VARD WASHED TRAIN ROCK (3"TO 3/9') MIN.
Utility Structures'
1' ABOVF. FOOD FLANGE. PLACE 8 WILL
5. Loads: H -20 Truck Wheel w/ 307. Impact Per AASHTO
FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE
HYDRANT ASSEMBLY
LEVEL ALL :ROUND
1111 3 RADIUS
4.875' . 5'
STIRS
cur
HYDRANT LOCH -ION IN CUT OR FILL
LEVEL ALL GROUND
MIN 3' RADIUS
CNE MAN ROCK I
6/ F LL
FIRE HYDRANT ASSEMBLY DETAIL
ADOPTED
eln Or FERNICr
4
T.;7 GATN o4 /LIE
DWG. NAME: 6102 SP PAGE: 6102
® UTILITY VAULT"
PROJECTED PLATE AREA - 444 Si
660 -CPS
MAXIMUM PROCESS FLOW-415 GPM
Sediment Weir) LCOa1 -mrg Media
SECTION AA
STRUCTURAL NOTES:
6' -8" Top Section
I. Concrete: 28 Day Compressive Strength It- 4500 psi
Top Of Separate, Ele ;1124.12
Rebel 2. AVM A -615 Grade 60
6' -0' Voult
3. Mesh: ASTM A -185 Grade 65
Inlet Pipe Elatdmio19S9
4. Design: ACI- 318 -02 Building Code
Outlet Pipe Size
UV Co. 2 -3DP GalvO rsetl
Outlet Plpe EF,,, ion:_Q19.59
Loading For Underground Precast Concrete
Utility Structures'
Diamond Plale Co er
5. Loads: H -20 Truck Wheel w/ 307. Impact Per AASHTO
INFLUENT CHARACTERISTICS:
Oil Specific Gravity: 0.56
GENERAL NOTES:
Operating Temperature: 50'
1. All Baffles and Weirs To Be Rosati Concrete
Ir,UFmt Oil ConcentmEOn: 100 pi
2. Static Water Depth - 4' -D'
I
3. Contractor NO
0.33 ft /min. Rise Rate
Seipp and Install All Piping & Sampling Tees
Designed Per Washington Stale Department Of Ecology
I
1007
�I
FLOW EFFLUENT COLLECTED
Vii All BLockout Sizes and Locations
RATE QUALITY SIZE
110 GPM 10 ppm 60 Micron
SCALE: 3/8"
l' -0"
I
EIIA
\ /
3/4"
Bic. Lift heart
3/4' Ohn
Y \
Lift Insert\
2 Each
Side, 2 Sides
I ad
2 Sides
No. 84R.6
`sk
No. 64R -12
No. 84R -18
6' RISER
12' RISER
18' RISER
500 Ib:
TVIEW
1.500 as
3/4"
PLAN
Did, LINE Insert
4 Places In Top Section
11/2"
1
Did. Lift Hole Hold -Down
Each Side, 2 Sides
For Coalescing Media
OP ELEVATION
as
as
INLET I.E.
OUTLET I.E.
- -
-
_
Inl Pipe
with Sampling g Tee
- Outlet Pipe
De
By Others
- EZ
d
With Smspling Tee
3
a
o
an
Sediment Weir) LCOa1 -mrg Media
SECTION AA
STRUCTURAL NOTES:
INFORMATION NEEDED:
I. Concrete: 28 Day Compressive Strength It- 4500 psi
Top Of Separate, Ele ;1124.12
Rebel 2. AVM A -615 Grade 60
-oti.,
Inlet Pipe Size: __
3. Mesh: ASTM A -185 Grade 65
Inlet Pipe Elatdmio19S9
4. Design: ACI- 318 -02 Building Code
Outlet Pipe Size
C -857 "Minimum Structural Design
Outlet Plpe EF,,, ion:_Q19.59
Loading For Underground Precast Concrete
Utility Structures'
BASIC DESIGN INFORMATION:
5. Loads: H -20 Truck Wheel w/ 307. Impact Per AASHTO
INFLUENT CHARACTERISTICS:
Oil Specific Gravity: 0.56
GENERAL NOTES:
Operating Temperature: 50'
1. All Baffles and Weirs To Be Rosati Concrete
Ir,UFmt Oil ConcentmEOn: 100 pi
2. Static Water Depth - 4' -D'
Mean Oil Droplet Size: 130 Microns
3. Contractor NO
0.33 ft /min. Rise Rate
Seipp and Install All Piping & Sampling Tees
Designed Per Washington Stale Department Of Ecology
Grout In AJI Pipes
1007
Fill With Clean Water Priar To "Start -Up' Of System
FLOW EFFLUENT COLLECTED
Vii All BLockout Sizes and Locations
RATE QUALITY SIZE
110 GPM 10 ppm 60 Micron
SCALE: 3/8"
l' -0"
]29.1
uvauburn.com
OR APPROVED EOUAL
R= 355014
REC 11il ED CFE M FOR COMPLIANCE
FOR APPROVAL TO CITY STANDARDS
BY I Date
BY Date
TOP SECTION
No. 660 -CPS -T
1,490 lbs.
660 -CPS
/ 1
Wit �. —.... -
-OUTLET PIPE
T
VAULT
No. SBPCPS-S
6,500 lbs.
s' -D'
-6'
— -INLET PIPE
With Sampling Tee
By Others
FOR DETA63, SFE REVMSE SIDE»
Irons Shwm Ne Sugea bom Akwerhereed.
Issue Nte: January 2Wfi 128 C198S2M6OHca eNCW .lrc
RISER EXTENSIONS
� 4 /4' Did In _dt Insert
FOR USE WITN
VAULTS Na.
In Traffic Areas
rhese faints Must
fi44 -tq 40"
48
660 -TA
72"
72"
�2,.
v7 61"
737'
61" y"
r37"
\ /
3/4"
Bic. Lift heart
3/4' Ohn
Y \
Lift Insert\
2 Each
Side, 2 Sides
2 Each Side.
2 Sides
No. 84R.6
No. 64R -12
No. 84R -18
6' RISER
12' RISER
18' RISER
500 Ib:
L000 lips
1.500 as
DEVELOPER:
PROFLIGHT AVIATION, INC.
243 W. PERIMETER ROAD
RENTON, WA 98055
(425) 228 -9510
CONTACT: BERNIE OR DIANE PAHOLKE
ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251 -6222
(425)251 -8782 FAX
CONTACT: DAN BALMELLI
GHq(i0�2
O O
O
ys0'
G�T'NG ENGroxi
/ (� ," 2- 3s�-0/q
1
In Traffic Areas
rhese faints Must
Be Grouted It
D>
SECTION AA
CITY OF RENTON
MEPARTMENT OF PUBLIC WORKS
AS91ALT STORM
DETAILS
DATE
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