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TOP SECTION
NO.612CPS -T
9,910 Be.
outlet Pipe With Samv "Y
-OUTLET PIPE TO
Tres'
I
612 -2 -CPS OIL WATER SEPARATOR
Projected Plate Area = 1,776 Sq/ft
Maximum Process Flow se 830 GPM
BASE ASSEMBLY
No. 612 2- CPS-B-
25,790 lbs.
12 11"
Facet® Coalescing Pack J
t0R DETARS, SEE gEYERSE SIDE »
vans shwmare OiNbet IDchenge W4naot Name
k :ue Weela..11 Whe
K
toy
\ I /
INLET PIPE
With Sompllno Tee
By Others
A 98S2Poeotlo step r..'.
STORM /TESC NOTES AND DETAILS
® lunurr VAULT'
RENTON GATEWAY CENTER
SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M
612 -2 -CPS OIL WATER SEPARATOR
PROJECTED PLATE AREA =1,776 Sglft MAXIMUM PROCESS FLOW = 630 GPM
12' -11"
UV Co. 2 -332P, Galvonized UV Co. 2436P, Golvonized
Desmond Plate Cover Dmrrmond Plate Cover
places
ne
S
T
4 Places 1, Top Section
PLAN VIEW
Oil Retalninq
TOP ELEVATION Set
c 'n9 Memo /OP IONO TOPS
H Id D wfA 2'-7' d -7 Heights
INLET I.E. OUTLET I.E.
INLET g PIPE
'W
ith So 3y Ciharr _ p
sediment
weir
Uftl q Iron Coalpsdn, Metlia
2 Each End, 2 Ends
SECTION AA
STRUCTURAL NOTES:
1. Concrete: 28 Da Compressive Strength YC= 4500 psi
Boboc ASTM A -615 Grove 60
3. Mash: ASTM A -185 Credit 65
4. Design ACI- 318 -02, Buildn0 Code
ASTM C -857 Minimum Structural D.r,n
Loodinp For Underground Precast Concrete
Utility Structures"
5. Loads: H -20 Truck 'Wheel el 307.. Import Per PASHTO
GENERAL NOTES'.
1. AI Baffles ontl Weirs To Be Precast Concrete
2, Static Water Depth = 4' -0"
3, Contractor Ge
Supply ontl Install AT Piping & S.,rUin9 Leon,
Grout In All Pipes
Fill With Clean Water Prior To "Start -Up Of System
Verify At BLoc6 ut SMes ontl Locations
SCALE: 1/4" = 1' -0"
ton,
uvauburn.com
NOTES 1.
No steps ore regtiretl when neigh[ Is 4 Of too.
BASE
THICKNESS
2.
LD
BASE"RBNFORCING S EFL
I ^' /R IN EApI OIRECEpi
INiEQ4AL
0
0
o
a
WIMAE IMO AND CDVEA
24'
0
0
o
x
-
427
2s' moxlmum. Provide A 1.5' mMlmum gap between
iXCNAq .rA451REXT EECnIX1
NatwO fnX,4nIMST Sente
0.19
the knockout wolf and the ootlid. o1 the pipe. After the
5"
Be
omit is init.R.d, fill the gap with pint mortar in accordance
6
e
�
SMO ON
5.
Manholes proof to and greater than,20 -lest deep sholl have
60"
12"
o "SURETRACT" climhin9 and fail proBOvere station installed.
03
64 ".
B"
12"
m
O_
9fi'
60"
-96^
8
12
84
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TOP SECTION
NO.612CPS -T
9,910 Be.
outlet Pipe With Samv "Y
-OUTLET PIPE TO
Tres'
I
612 -2 -CPS OIL WATER SEPARATOR
Projected Plate Area = 1,776 Sq/ft
Maximum Process Flow se 830 GPM
BASE ASSEMBLY
No. 612 2- CPS-B-
25,790 lbs.
12 11"
Facet® Coalescing Pack J
t0R DETARS, SEE gEYERSE SIDE »
vans shwmare OiNbet IDchenge W4naot Name
k :ue Weela..11 Whe
K
toy
\ I /
INLET PIPE
With Sompllno Tee
By Others
A 98S2Poeotlo step r..'.
STORM /TESC NOTES AND DETAILS
® lunurr VAULT'
RENTON GATEWAY CENTER
SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M
612 -2 -CPS OIL WATER SEPARATOR
PROJECTED PLATE AREA =1,776 Sglft MAXIMUM PROCESS FLOW = 630 GPM
12' -11"
UV Co. 2 -332P, Galvonized UV Co. 2436P, Golvonized
Desmond Plate Cover Dmrrmond Plate Cover
places
ne
S
T
4 Places 1, Top Section
PLAN VIEW
Oil Retalninq
TOP ELEVATION Set
c 'n9 Memo /OP IONO TOPS
H Id D wfA 2'-7' d -7 Heights
INLET I.E. OUTLET I.E.
INLET g PIPE
'W
ith So 3y Ciharr _ p
sediment
weir
Uftl q Iron Coalpsdn, Metlia
2 Each End, 2 Ends
SECTION AA
STRUCTURAL NOTES:
1. Concrete: 28 Da Compressive Strength YC= 4500 psi
Boboc ASTM A -615 Grove 60
3. Mash: ASTM A -185 Credit 65
4. Design ACI- 318 -02, Buildn0 Code
ASTM C -857 Minimum Structural D.r,n
Loodinp For Underground Precast Concrete
Utility Structures"
5. Loads: H -20 Truck 'Wheel el 307.. Import Per PASHTO
GENERAL NOTES'.
1. AI Baffles ontl Weirs To Be Precast Concrete
2, Static Water Depth = 4' -0"
3, Contractor Ge
Supply ontl Install AT Piping & S.,rUin9 Leon,
Grout In All Pipes
Fill With Clean Water Prior To "Start -Up Of System
Verify At BLoc6 ut SMes ontl Locations
SCALE: 1/4" = 1' -0"
ton,
uvauburn.com
u' SO ea' Ir W OR 3 ,
® MCRIAR (TYP.)
SRPS M�
.a,; tAwES
I I
I 1
CASTI TE BASE / PRECAST VL BASE
30PARA PLACE PRECAST AL B RISER
r'T ONO
SEPARATE BASE
PRECAST
stE¢
CATCH. BASIN DIMENSIONS
NOTES 1.
No steps ore regtiretl when neigh[ Is 4 Of too.
BASE
THICKNESS
2.
The bottom Of be precast catch basin may be eloped m
BASE"RBNFORCING S EFL
I ^' /R IN EApI OIRECEpi
INiEQ4AL
facilitate loaning.
1..... INb VA4ID tlUIE
3.
frame and Grate may be installed with Mange down m
WIMAE IMO AND CDVEA
24'
cost into adNele ant section,
ie➢
4.
Knockouts Uoll have a wad thkkness of r Mnimem to
-
427
2s' moxlmum. Provide A 1.5' mMlmum gap between
iXCNAq .rA451REXT EECnIX1
NatwO fnX,4nIMST Sente
0.19
the knockout wolf and the ootlid. o1 the pipe. After the
5"
Be
omit is init.R.d, fill the gap with pint mortar in accordance
36"
0.25
with Std Spec. 9 -04,1
SMO ON
5.
Manholes proof to and greater than,20 -lest deep sholl have
60"
12"
o "SURETRACT" climhin9 and fail proBOvere station installed.
u' SO ea' Ir W OR 3 ,
® MCRIAR (TYP.)
SRPS M�
.a,; tAwES
I I
I 1
CASTI TE BASE / PRECAST VL BASE
30PARA PLACE PRECAST AL B RISER
r'T ONO
SEPARATE BASE
PRECAST
stE¢
CATCH. BASIN DIMENSIONS
CATCH
DIAMETER BASIN
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
NOOC2KE U
MINIMUM
DISTANCE
BETWEEN
• U
BASE"RBNFORCING S EFL
I ^' /R IN EApI OIRECEpi
INiEQ4AL
SEPARAIE�
4e•
4
6 -
„
24'
0.15
0.23
sa^
30••
-
427
36•
0.19
0.19
60•.
5"
Be
8"
36"
0.25
0.25
72-
6"
8"
60"
12"
0.24
03
64 ".
B"
12"
72„
12"
9fi'
60"
-96^
8
12
84
12"
PIPE ALLOWANCES
CATCH
PIPE MATERIAL
WITH MAXIMUM
INSIDE
DIAME
BASIN
DIAMETER
O.YCREtE
ALL
METAL
CREEP
O
SOLID
WALL
pVCG
P OFlLE
WALL
PVC tD
49'
24'
30'
24-
27•
30••
Sa'
30"
36•
30"
27•
36"
60'
36'
42'
36"
36"
42"
72•
42'
54•
42'
36"
48"
84'
54"
60•
54"
36-
GS"
9fi'
60"
72'
60"
36'
SS"
M
CATCH BASIN TYPE 2
O (C(ORRUGATED POLVET(H)))).ENE STORM SEWER PIPE (Std Spec. 9- 05.201 ADOPTED
Q(Std, Spac. 9- D^v.i2(2JJ ' A C OF RENTON
STANDARD PLANS
LA ST DATE: W" 20
SP PAGE B027
OVERFLOW
BYPASS
Tee
J BE LAROEfi
NFORMATION NEEDED:
Tap Of Separator E1lvatiom 24,05,
LA olPy cize:
IOriot l -atop:
ot ��iPe Sze:
Oct et Pipe ElevoUor:
BASIC DESIGN INFORMATION:
INFLUENT CHARACTERISTICS:
Oil Specific Gravity: 0.88
Operatir�9 Temperature: 50'
influent bn Concentmt.N 100 ppm
Mean oil Droplet Size. 130 Micron.
0.033 fy
Deslgne Oil Per Rate
Washington State Department Of Ecology
1009
FLOW EFFLUENT COLLECTED
RATE QUALITY SIZE
43B GPM 10 ppm 60 Weran
v
34"
RIM =23.43
CB #12 SPLIT FLOW STRUCTURE
(TYPE1 W /SOLID LOCKING LID)
SCALE NOT TO
RECOMMENDED
FOR APPROVAL
BY
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Dote
IN
FRAME
EROSION CONTROL NOTES
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION
MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS,
DESIGN ENGINEER.
2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON
THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING
CONSTRUCTION.
3. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND
IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT
SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION
AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR
ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND
ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY
OF THE PERMITTEE.
4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE
INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE
PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL
FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE
PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION
AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE
CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND
WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
5. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT
CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES,
RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED
SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE
THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING.
7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK
IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE
IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED
EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS
SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH
SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE
INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR
OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME
PERIOD.
GRATE
FILTERED
WATER
CROSS SECTION
NOT TO SCALE
A.
= TRIM G50TFXTILE
- OVERFLOW BYPASS
SEDIMENT AND DEBRIS
NOTES
t. PERFORM MAINTENANCE IN ACCORDANCE NTH STANDARD SPECIFICATION 5-01.3(15).
2. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE
R WILL SERVICE.
3. THE BGID SHALL HAVE A SUILT•IN HIGH•FLOW RELIEF SYSTEM (OVERFLOW BYPASS).
4, THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILLING THE
COLLECTED MATERIAL
ISOMETRIC VIEW
NOT TO SCALE
S=355002
0"�� Aor
X02 4 DESIGNED
t DRAWN
ANG EN G CHECKED
EM
ss
BIATEOR
�j%(1� WASMHOMX
U Q EpISRpED
VJIDS A4CMIIE
aW
CE FIGGIE NO. W{
9//P/210
STORM DRAIN
INLET PROTECTION
STANDARD PLAN 1 -7
SWEET 1 OF 1 SHEET
CITY OF RENTON
0rEPAR_rMEN_r OF PUBLIC WORKS
STORM /TESC
NOTES AND DETAILS
DATE
APPROVED
DIRECMR a1 RUBIR
C(�: R-35:aoaro
[FILE NO.
FIELD BOOK
SHEET C7
-3550 0� d
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DEVELOPER
PROFUGHT AVIATION, INC.
'
243 W. PERIMETER ROAD
pF W S//
RENTON, WA 98055
(425) 228 -9510
o
CONTACT: BERNIE OR DIANE PAHOLKE
A
ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS
672 44e
1
18215 72ND AVENUE SOUTH
SiEQ GY0
ANAL EN
KENT, WA 98032
(425)251 -6222
(425)251 -8782 FAX
CONTACT: DAN BALMELLI
NOTES
t. PERFORM MAINTENANCE IN ACCORDANCE NTH STANDARD SPECIFICATION 5-01.3(15).
2. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE
R WILL SERVICE.
3. THE BGID SHALL HAVE A SUILT•IN HIGH•FLOW RELIEF SYSTEM (OVERFLOW BYPASS).
4, THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILLING THE
COLLECTED MATERIAL
ISOMETRIC VIEW
NOT TO SCALE
S=355002
0"�� Aor
X02 4 DESIGNED
t DRAWN
ANG EN G CHECKED
EM
ss
BIATEOR
�j%(1� WASMHOMX
U Q EpISRpED
VJIDS A4CMIIE
aW
CE FIGGIE NO. W{
9//P/210
STORM DRAIN
INLET PROTECTION
STANDARD PLAN 1 -7
SWEET 1 OF 1 SHEET
CITY OF RENTON
0rEPAR_rMEN_r OF PUBLIC WORKS
STORM /TESC
NOTES AND DETAILS
DATE
APPROVED
DIRECMR a1 RUBIR
C(�: R-35:aoaro
[FILE NO.
FIELD BOOK
SHEET C7
-3550 0� d
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