HomeMy WebLinkAboutD-20700330'0 NEW DOUBLE -WALL
STEEL TANK TO RE ERECTED
ON SAME CENTER POINT AS
REMOVED TANK
CB
SEE NOTE 8
A SEE NOTE 7
ME//
2' - I o
X SEE
I S
\ NOTE 5
x CB
� I
DIESEL TANK
PLUG AND SEAL `ST CAST NE -
IRO
EXISTING 4 "0 DRAIN i STORM LI
� LINE. SEE NOTE CAST IRON STORM LINE
/ `SAW CUT CONCRETE AS REQ'D
DRKN TO INSTALL STORM LINE.
CONCRETE FUELING PAD AND
DN STORM LINE FUEL CONTAINMENT AREA
8 "0 CAST IRON STORM LINE
8 "0 CAST IRON STORM LINE ❑
VALVE BOX
• 6'0 SHUT -OFF VALVE
NEW CURB—/ CB
UTILITY VAULT 3030 -LA
I�60
. OR APPROVED EQUAL -
EW CURB
15' �'i
0 EL 25.7 FEET -
- HOSE
• 6 "0 GATE
VALVE
CAP AND SEAL
PLATFORM
v
•
PLUG AND SEAL `ST CAST NE -
IRO
EXISTING 4 "0 DRAIN i STORM LI
� LINE. SEE NOTE CAST IRON STORM LINE
/ `SAW CUT CONCRETE AS REQ'D
DRKN TO INSTALL STORM LINE.
CONCRETE FUELING PAD AND
DN STORM LINE FUEL CONTAINMENT AREA
8 "0 CAST IRON STORM LINE
8 "0 CAST IRON STORM LINE ❑
REVISION
SEE NOTE 2
16.0
140
PROFILE - STORM DRAIN AND CATCH BASINS �F�
C3 C3
REVISION,
❑ AUBURN, WA, 98002
❑ EVERETT, WA. 98201
El KENT WA. 9031
Cl PORTLAND, DR. 98220
® RENTON, WA. 98055
FACILITIES DEPARTMENT
❑ SEATTLE, WA. 98124
NEW RAMP
SEE DETAIL L
ON DRAWING C5
K
C3 CS
M.
k-
11' 2"
ICB
NEW CURB—/ CB
j
I�60
TO EL. 25.7 FEET 15'
15' �'i
x 1
BM 53T
SEE NOTE 3
x
F
C3 C3
CONTRACTOR SHALL EXPOSE AND VERIFY GRADE
x
O BLACK STEEL LINE /
C O
AND CONDITION OF EXISTING UTILIDOR. CONTRACTOR
TO DESIGN CONNECTION BETWEEN NEW AND EXISTING
,
UTILIOORS AND SUBMIT TO OWNER FOR APPROVAL
x
NEW CONDENSATE
PRIOR TOCONSTRUCTION...
COOLER
NEW CONCRETE
x
0 2 "m BLACK STEEL
DQ
N>_
x
N 0 10 20
SCALE IN FEET
E %ISTING CONCRETE
UTILIDOR
BLDG 4 -89
STEAM PLANT-
_ UTILITY PLAN
- _
SCALE 1" -10'.
1
260
METAL FRAME AND GRATE
STD PLAN B -2 OF WSOOT. (TYP.)
i
24'. OF 6'0 CAST IRON
STORM LINE
CATCH BASIN TYPE I
24.0
MEETING STD. PLAN B -1
OF WSOOT. (TYP.)
30 x34 "x60 "H MAX.)
22.0
0 70' OF 8'0
_
SLOPE 0.008
CAST
IRON. STORM .LINE
O
SLOPE
= 0.005
20.0
CATCH BASIN -TYPE
I CATCH BASIN - TYPE
TOP EL. 23.9
TOP EL. 23.9.
CATCH BASIN - TYPE I.
6" INV. N 21.04
8" INV. N 20.87
18.0
.BOTTOM 20.0±
IN
6" V. S 20.69 -
TOP EL. 24.7
SEE NOTE 2
6" INV. W 20.90
BOTTOM EL. 19.9*-
8° INV. W20.52
8" INV. S 20.54
SEE NOTE 2
- BOTTOM 19:5±
REVISION
SEE NOTE 2
16.0
140
PROFILE - STORM DRAIN AND CATCH BASINS �F�
C3 C3
REVISION,
❑ AUBURN, WA, 98002
❑ EVERETT, WA. 98201
El KENT WA. 9031
Cl PORTLAND, DR. 98220
® RENTON, WA. 98055
FACILITIES DEPARTMENT
❑ SEATTLE, WA. 98124
NEW RAMP
SEE DETAIL L
ON DRAWING C5
K
C3 CS
M.
k-
11' 2"
12" SQUARE COVERS
24" SQUARE COVER
PLAN - OIL /WATER SEPARATOR -(9) C3
"H
NOTES:
1. OIL /WATER SEPARATOR SHALL BE PIPE INC. MODEL NO. 5106 -5 MODIFIED OR APRROVED EQUAL.
SECTION - OIL /WATER SEPARATOR (b
C3 C3
NOTES:
L 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.
1� 4. INSTALL NEW 6" DRAIN WITH REMOVABLE GRATING IN CONCRETE
FUEL CONTAINMENT AREA, DRAIN TO COMPLY WITH STD. PLAN 8 -4
OF WSOOT, OR APPROVED EQUAL.
5. PLACE AND COMPACT HOT ASPHALTIC CONCRETE IN THIS AREA TO
FACILITATE DRAINAGE OF STORM WATER RUNOFF TO CATCH BASIN.
1� 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.
V 8. SLOPE GROUND SURFACE INSIDE EXISTING CONTAINMET TO DRAIN AT
19 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.
Ce.�s lvz+cir°d- N Lir -� ./� �va• /��
RECOMMENDED
FOR APPROVAL
BY D -2070
•2Cwc� wA'/�'R
RECOMMENDED �
FOR APPROVAL
BY /7a—_ H&RTOWRIM
PL,+� Ravin /a -z3 -9Z 5/19/92
1BILITY DRAWN Y DATE SUBTITLE r LAST REVISION I SYM I DATE
N AND/BR CHECKED "C '/7 9s UTILITY PLAN AND DETAILS SHEET
IS APPROVED JAH 5 ] 92 /1 OF 3
DEPT, DATE JAH 5/7/92 TITLE
CHECKED FUEL STORAGE REPLACEMENT
APPROVED SLG s T ez FOR ARE Loe ND. 305355 FUPDWG#
RENTON FACILITY DWG, NO,
APPROVED BLDG 4 -89 RENTON 304- 089 -1002