HomeMy WebLinkAboutSWP3002070.330'0 NEW DOUBLE -WALL
STEEL TANK TO BE ERECTED
ON SAME CENTER POINT AS
REMOVED TANK
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SYM
I REVISION
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REVISIONS PER BOEING REVIEW COMM
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01 JUN 92 AND HART CROWSER FINA
REVISIONS PER CITY OF RENTON REVI
OF 21 AUG 92
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REVISIONS PER CITY OF RENTON REVI
OF OCT 92
3
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00
1 'swP an TO -2070
05
SE 53
SEE NOTE 3
22.0
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Q 20.0
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14.0
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2'�
CB
CB
SEE NOTE 8
2"0 BLACK STEEL
CONDENSATE DISCHARGE LINE /
NEW CONDENSATE /
COOLER -------
CATCH BASIN - TYPE I
TOP EL. 23.9
6" INV. N 21.04
BOTTOM 20.0±
SEE NOTE 2
NEW CONCRETE
UTILIDOR
'7",A QI Ary QTCCI
UTILITY PLAN
SCALE 1 "-10
CATCH BASIN - TYPE I
TOP EL.
23.9
8" INV.
N 20.87
6"' INV.
S 20.89
6" INV.
W 20.90
BOTTOM
EL. 19.9 ±
SEE NOTE
2
15'
CONTRACTOR SHALL EXPOSE AND VERIFY GRADE
AND CONDITION OF EXISTING UTILIDOR. CONTRACTOR
TO DESIGN CONNECTION BETWEEN NEW AND EXISTING
UTILIDORS AND SUBMIT TO OWNER FOR APPROVAL
PRIOR TO CONSTRUCTION.
N
0 10 20
SCALE IN FEET
EXISTING CONCRETE
UTILIDOR
NEW RAMP
SEE DETAIL L
ON DRAWING C5
METAL FRAME AND GRATE
STD. PLAN B-2 OF WSDOT. (TYP.)
26.0
CATCH BASIN TYPE I
MEETING STD. PLAN B-1
OF WSDOT. (TYP.)
24
(30"x34"x60"H MAX.)
RON STORM LINE
705
CATCH
BASIN - TYPE I
TOP EL.
24.7
8" INV.
W 20.52
8" INV.
S 20.54
BOTTOM
19.5±
SEE NOTE
2
16.0
14.0
PROFILE - STORM DRAIN AND CATCH
BY
PPROVED
DAT-
SYM
REVISION
JD/JH
MJB
04 JUN 92
MENTS
JD/JH
MJB
21 AUG 92
MENTS
JD/JH
MJB
14 OCT 92
BY WPPROVELI DATE
BAS-INS__- F
C3 C3
❑ AUBURN, WA. 98002
❑ EVERETT) WA, 98201
El
KENT)
WA.
9eo3l
o ZVZ�Fgz�yo
❑
PORTLAND)
OR.
97220
FACILITIES DEPARTMENT
RENTON)
WA.
98055
❑
SEATTLE,
WA.
98124
11'-2"
PLAN - OIL/WATER SEPARATOR
-
N
co EL 22.40
i�
FLOW DIFFUSER
BAFFLE
OIL RETENTION
BAFFLE
SLUDGE WEIR
NOTES:
1. OIL/WATER
SEPARATOR SHALL BE PIPE INC.
MODEL NO. 5106-5 MODIFIED OR APRROVED
EQUAL.
SECTION -
OIL/WATER
SEPARATOR
.1
NOTES:
1. GROUNDWATER AT THIS SITE FLUCTUATES BETWEEN ELEVATION
19 AND 17 FEET. CONTRACTOR MAY HAVE TO DEWATER SOME
EXCAVATIONS DURING CONSTRUCTION.
2. FINISHED GRADE OF CATCH BASINS AND INLETS SHALL BE ADJUSTED TO
POSITIVELY DRAIN THE PAVEMENT AREAS.
3. BENCHMARK 53, TOP OF ASPHALT SURFACE AT SOUTHEAST CORNER OF
PROJECT SITE. EL. = 24.76 FEET.
C* 4. INSTALL NEW 6" DRAIN WITH REMOVABLE GRATING IN CONCRETE
FUEL CONTAINMENT AREA. DRAIN TO COMPLY WITH STD. PLAN B-4
OF WSDOT, OR APPROVED EQUAL.
5. PLACE AND COMPACT HOT ASPHALTIC CONCRETE IN THIS AREA TO
FACILITATE DRAINAGE OF STORM WATER RUNOFF TO CATCH BASIN.
6. ALL CAST IRON PIPE STORM LINES SHALL HAVE MINIMUM WALL
THICKNESS PER A.W.W.A. CLASS 22.
7. REMOVED PORTION OF CONCRETE DIKE CONTAINMENT WALL SHALL NOT
BE RECONSTRUCTED AT CONCLUSION OF PROJECT.
�3> 8. SLOPE GROUND SURFACE INSIDE EXISTING CONTAINMET TO DRAIN AT
17. TYPICAL TOWARDS CATCH BASIN. NEW CATCH BASIN ELEVATION 23.6 FEET,
PIPE INVERT ELEVATION 21.05 FEET, BOTTOM OF CATCH BASIN AT 20.0 FEET.
Cvns ftic fed_ No 4r
RECOMMENDED
FOR APPRVAL
BYiAJJT--
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Jc R ��► Lr w,flreR
RECOMMENDED
FOR APPROVALPLARTOWWSM
Y
BY
RZ.,4A feVIA /o-z3-9Zr 5/19/92
DRAWN Y DATE SUBTITL7
ACCEPTABILITY LAST REVISION SYM DATE
THIS DESIGN AND/OR CHECKED EJC s 92 UTILITY PLAN AND DETAILS SHEET 3
PECIFICATION IS APPROVED JAH 5/7/92 _ C;3
OF
CHECKED
-- 5 - -
APPROVED BY DEPT. DATE ENGINEERED BY TITLE
JAH s 92 FUEL STORAGE REPLACEMENT
SLG s 92 FOR ARE-129 JOB NO �COIVIP,NO,
R❑VED 305355 FU-DWG:
RENTON FACILITY DWG, NO,
Ar ED BLDG 4-89 RLNTON 304-089-1002