HomeMy WebLinkAboutSWP1002064.2HORIZONTAL DATUM
N
P
R EXISTING 10-52
BUILDING S
T
R
S
GRID SYSTEM BASED ON SOUTH EAST CORNER
F. F. = 3 4.0
8
OF BOEING BUILDING NO. 10-52. GRID SYSTEM
IS PARALLEL TO SOUTH LINE OF SAID BUILDING.
5'-0 10'-0
40'-0
30'-0 5'-0
40'-0"
VERTICAL DATUM
25'-0"
15'-0" f.
i
i
I
i
I
BENCHMARK
g REF. C-4
I
EXIST. BLDG. FOUNDATION
PILE CAPS &PILES
i ELEVATIONS BASED ON "BOEING RENTON BENCHMARK
NO.2" REF. DRAWING. ELEVATION = 37.01 SUBTRACT
OUTLET FROM
c2 c3 I
_
�
g
7.42 FEET FOR U.S.C.G.S. DATUM
'
;
2
BOILER BLOW DOWN
'
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4
c2 c3
SUBSTRUCTURES
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BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD
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�'-� _ _'- j MAPS FURNISHED BY OTHERS AND VERIFIED WHERE
�IEANL _ _ _ - �
. . . . . . . . . .
.. .. ........
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33.25
SPILL
TYP ® PERIM. OF
CONTAINMENT AREA.;
I BOILER BLOW ,.
DOWN VAULT �- � � � � � �
::.: �
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1 1 '
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1 ; ; POSSIBLE BY FEATURES LOCATED IN THE FIELD.
WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE
r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _r.. _�_
.•.•:
REF.
C5
.�
; �
'L-----4" I.P.-----------
2
�
i
,
OUTLINE OF , •
�' CONC. BALLAST I ' I I o �
_I
i -- ; --
J
III TANK PIPING
1 ; ; REF. MECH'L. RECORDS. CONTRACTOR SHALL FIELD VERIFY LOCATION
I OF EXISTING UTILITIES IN AREAS CRITICAL TO THE WORK.
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.
F .
.....
5 ------------.. .....''
C.JI1I
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F
(I
- 8n 0 PVC SLEEVE
LEGEND
O
I I O
I ( O I
6" I.P. (TO STORM. SEWER)
AROUND ALL HORIZ.
1
PIPES PASSING THROUGH20'-0
6 I
CONC. BALLAST H.P.S. HIGH PRESSURE STEAM
2 A
S.DSTORM DRAIN
c
EL 32.57 2C2
cc
OUTLINE OF
S.S. SANITARY SEWER
II SUMP
EL 32.07
TANK BELOW
REF. MECH'L
W. WATERRIM
INV EL 30.67
C.J.
I i t I
C.B. CATCH BASIN
M.H. MANHOLE
I
I
' A
I I I
A
I C.P. CONCRETE PIPE
I.P. IRON PIPE
C2 C3
;
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4
I I C2 C3
O
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o C2 C3
I I ( I
® ®
O LF LINEAL FEET
s" I.P. (s.s.}-----�-;---------
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(3
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—� SLOPE DOWN
2" STYROFOAM AROUND :.:.::.:. NEW 6" THICK REINF. CONC.
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"
® ®
ALL VERTICAL PIPES OR SLAB ON GRADEO
®
ACCESS SUMPS PASSING
o
o
(_ _o
Cis
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I_ ® (_ ®
O THROUGH CONC. BALLAST T.J. THROUGH JOINT ® CONC. GRADE SLAB
-,
C.J.
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2b
M
Z - - -
- - C.J. CONSTRUCTION/CONTRACTION JT. @ GRADE SLAB
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--------------
6 LP. (S.S.)
-- --------------------- ---- `-' :: :..'
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o 11'-0 3'-6 11'-0 3'-6
11-0
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7
C2 C3 Z2\ i
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1'-6 40'-0
1'-6
I
INV. EL. 29.80 (6"
INV. EL. 26.73 3O"
I.P.)
C.P.)
A
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43'-0
rn
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—---------- 3O" C.P.
(S.D.)----------------------------
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CONSTRUCTION NOTES
CB
�--�--------1 .— LJ C.B. (EXIST.)
---'"� RIM EL 32.10
D OUTLINE OF CONCRETE BALLAST OVER TANKS. REF. A/C2 FOR
ii INV WEST 29.70 (EXIST.)
�-
DIMENSIONS AND DETAILS.
EXISTING OIL/WATER --------- INV NORTH 29.70 (NEW)
SEPARATOR
D LIMITS OF NEW 8" THICK CONCRETE SLAB ON GRADE. REINF.
8" I.P. (SD)
W/ #4 ® 12"o.c. EA. WAY @ MID -DEPTH OF SLAB. REF. 2/C3
FOR CONSTRUCTION DETAILS.
TANK
INSTALLATION
SPILL
CONTAINMENT AREA P LAN
D
A C O N C R ETE BALLAST PLAN FACE OF EXISTING BUILDING.
SCALE 1"-10'
N
C2 C2 SCALE 1"-10'
N D TEMPORARY ABOVE GRADE FUEL OIL STORAGE TANK. REF. MECH.
D SLOPE NEW PAVING IN AREA OF EXIST. BOILER BLOWDOWN VAULT.
30-W-4 GALVANIZED GRATING w/
D CONSTRUCTION JOINTS OR COTRACTION JOINT. REF. 2/C3
3 1/2% 3/8" BEARING BARS EMERGENCY FLAP VALVE-
D THROUGH JOINT BETWEEN OLD & NEW CONSTRUCTION REF. 2/C3.
BOLT &CAULK TO SUMP VAULT
2
1/4" MAX. GAP
D THROUGH JOINT (4 EXIST. BLDG. WALL REF. 2/C3
NEW
8" THICK REINF. CONC. c2 c
SLAB
ON GRADE
CHAIN w/ EMERGENCY
CLOSURE HOOK
1/4" 2 ®
6"
L 4 x 3 x 3/8"
STAGG.
1 /4" 2 ®
6"
R S
to N
z
#4 x 2'-6 ABOVE &
F T
BELOW PIPE
#4 ® 12" o.c.
--
EA. EAY
Q D
sN
ID vi
® CENTER OF
WALL OR BASE
/
'%.s t, 7"eor V, 4v,2• ft7BLDG. 10-58
\
6"0 DUCTILE
IRON PIPE
������ ��/
// ///�\�� L 2 1 /2
x 2
N
1 /2 x 3/8"
BLDG. 10-56
BLDG 3N
10-57 BLDG. 10-55 1N
1 2"� x 3" WELD STUDS
_
`n Lo 3
lo
2 EA. SIDE
OF FRAME
Lo 1
77
�\8-
F_
of o � s
CHECKED FOR COMPLIANCE � 7 `- �'
HOOK TYP ®
6"r.
NOTE: ALL ANGLE TO BE GALVANIZED,
RECOMMENDED
TO MY STMWDS m
� J m m s
m 0D 10
6" ALL REINF.
f.FOR
®CORNERS AND
APPROVAL
rqq / 10-52
Rat£'
BMITER UTT WELD
�'11 >>
3'-0n
i—`
5ut"" UTI. t T !
`- PROJECT LOCATION
°� '
SUMP SECTION
2
D ETA I L@ SUMP ANGLE F- R A M
E
RECOMMEN DED ���
KEY PLAN
N
C2 C2 3/4" = 1'-0"
C2�C2 1
1 /2" = 1'-Y'
FOR APPROVAL
NO SCALE
BY,
PLAN F rvvw:::q14-12.
c
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE'
El
AUBURN, WA.
98002
••��
rj 00
ACCEPTABILITY
DRAWN BY AL
11
9
SUBTITLE TANK INSTALLATION /
SYMBOL
B
DATE
5/26/92
A III _
PLAN CHECK REVISIONS
DJK
5/26/92
DJK
11
9
❑ BELLEVUE, WA. 98007
�.
�'���'� �s •
�
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
SPILL CONTAINMENT PLAN
LAST REVISION
SHEET
BOE/A/O
❑
EV E R ETT, WA.
98201
. `
0-2
of
2 5
B
REVISED CONTAINMENT ELEVATION
DJK
7/17/92
APPROVED BY
DEPT.
DATE
TITLE
TANK SYSTEM 4-04
FACILITIES DEPARTMENT ❑ KENT, WA. 98031
-
-
❑
■
PORTLAND, OR.
RENTON, WA.
97220
98055
'•. ' =
BUILDING 10-52
JOB NO.
30259-000
COMP NO.
-
ROVED
❑
S EATTLE, WA.
98124
�•� A11L ���
•..•
DWG N0. - -
110 052 1028
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