HomeMy WebLinkAboutD-206402swp -/o - 20,54 ;�
HORIZONTAL DATUM
EXISTING 10 -52 BUILDING S
T
R S
GRID SYSTEM BASED ON SOUTH EAST CORNER
F.F. = 34.08
OF BOEING BUILDING N0, 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
.BENCHMARK
B REF. C -4
i
ONnET FROM
2 BOILER BLOW DOWN
i
EXIST. BLDG, FOUNDATION I ELEVATIONS BASED ON "BOEING RENTON BENCHMARK
PILE CAPS &PILES NO.2" REF. DRAWING. ELEVATION = 37.01 SUBTRACT
e 7.42 FEET FOR U.S.C.G.S. DATUM
zcs
SUBSTRUCTURES
TRU
777-11 - ------------ f -..- 1
ED`SCATED
_ OWN AS ON RECORD
BURIED
I
3 ,.
�� T�J� a
L
L� i __ __�_=J MAPS FURNISHED Y OTHERSAND VERIFIEDEWHERE
` 33.25 COP ® PENT OF BOILER BLOW
SPILL CONTAINMEM AREA DOWN VAULT
" REF. CSI
._: ..,. 1_ - - - -q I.P;---- ____ -- Q ..:.
C.J.
2
...,
POSSIBLE ASSUME BY FEATURES LOCATED IN THE FIELD.
WE. ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE
- OUTLINE OF TANK PIPING
I I III
CONC. BALLAS I I REF. MECH'L. RECORDS. CONTRACTOR SHALL FIELD VERIFY LOCATION
i -_--IJ J OF EXISTING UTILITIES IN AREAS CRITICAL TO THE WORK.
r
--1 F -� -� 5
I 0 1 0 1 1 0 1 1
6 RM SEWER)
,,M,4- lxl,+5
r� r'j` 8"0 PVC SLEEVE LEGEND
AROUND ALL
PIPES PASSING THROUGH
1 1 I I I I 1 1 CONC. BALLAST H.P.S. HIGH PRESSURE STEAM
S. D. STORM DRAIN
UEL 32.57 1 I ° 1 1 1 :c
ara
I I OUTLINE of I I I S.S. SANITARY. SEWER
I I U
I I I I I I RIM EL 32.07
I TANK BELOW I
I I I I REF. MECH'L I I I W. WATER
C. B. CATCH BASIN
D
INV EL 30.67
G.J. I
7
I o I I o I I I
II
A
--
I I I I
1
° ° °
v
d
I I I I I M.H. MANHOLE
1 I I I I I I 1 C.P. CONCRETE PIPE
I.P. IRON PIPE
LF LINEAL .FEET
I O I I O I I 0
6" I.P. (551
- - -
v
1 1 1 1 I
I I I I I I I
SLOPE DOWN
I I I I 1 I 2" snftoFOAM. AROUND NEW 6" THICK REINF: CONC
SLAB ON GRADE
0 I I 0,�. 1 1 0 1 1 rzji
__ _ L _o C J
I I ® 1 1 0 I u C VERTICAL PIPES DR
ACCESS. SUMPS PASSING
L ®_ �I I— ® L. _o ,J THROUGH CONC. BALLAST T.J. THROUGH JOINT ®TRA CONC. GRADE SLAB
i
C.J. CONSTRUCTION /CONTRACTION JT. ® GRADE SLAB
3
50
_____ 6" L.P. (S.S.) __ --------------------- N __
_�_
'a l5
7 2. p
i
V -6 40'-0 1' -6
EL 26.73 (30" C P.)
0C.0. EL. 29.80 ((6" I.P) A
43 _p
T} - -- - - - - -' - - - - - -- - -- - - - - -. -
-- - - -
- -� - - - -- 30" C.P. .(S.D.) ------------------------------ . ----------------- -
-- - - - -- - -- - - - - -- - -=jMH
CONSTRUCTION NOTES
o
-----
"' L 32.1 )
I 6 --"- RIM EL 3210
INV wESr zs.7o (
EXISTING OIL/WATER ��-- ------� IINPV NORTH 29.70 (NEW)
D OUTLINE OF CONCRETE BALLAST OVER TANKS: REF. A /C2 FOR
DIMENSIONS AND DETAILS.
SEPARATOR
\8"
D.LIMITS OF NEW. 8`" THICK CONCRETE SLAB ON GRADE. REINF.
W/ #4 ® 12 'O.C. EA. WAY ® MID -DEPTH OF SLAB, REF. 2/C3
FOR CONSTRUCTION DETAILS.
TANK
INSTALLATION / SPILL CONTAINMENT AREA PLAN
CONCRETE BALLAST PLAN � D FACE OF EXISTING BUILDING.
A1" "N
SCALE V =10'
IN
IN D TEMPORARY ABOVE GRADE FUEL OIL STORAGE TANK. REF. MECH.
C2 C2 SCALE 1' =10'
'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 "x 316" BEARING BARS
EMERGENCY
BOLT &
2.
FLAP VALVE
CAULK To SUMP VAULT
1/4" MA%. GAP
/
D THROUGH JOINT BETWEEN OLD & NEW CONSTRUCTION REF. 2/C3.
D THROUGH JOINT ®EXIST. BLDG. WALL REF. 2/C3
NEW 8" THICK REINF. CONC.
SLAB ON GRADE �1c
CHAIN w/ EMERGENCY
//CLOSURE HOOK
\ (
1 4"
L4x3x3 /6" 1/4 ".
2 ® 6" STAGG
2 ®fi.
,..
p
N.
z #4 x T -6 ABOVE &
C F T
BELOW PIPE
//
#4 ® 12 "O.c.
0 CENTER OF
EA. EAY %
WALL OR BASE Q / D
9N
C nsF.*J� fed N= i4,.Ii iiYD.�ab/P BLDG. 10 -58 5N
_�
6"6 DUCTILE
IRON PIPE
/�� /��/ /��� '
���� ���
\�� j
"0 WELD
L2 1/2 x 21/2 x.3/8"
// /064 BLDG. BLDG, 10 -56
10 -57 BLDG. 10 -55
D
`
so
1/2 z 3" STUDS
2 EA. SIDE OF FRAME
r n a 1
O1
_ _ f�
CIiECKED FOR COMP71 i;� � 6
J
HOOK m ®
6' ALL REINF. 6'
NOTE: ALL ANGLE TO BE GALVANIZED,
ANGLES ®CORNERS AND
TO CITYSTIWDARDS
FOR APPROVAL �(
FOR APPROVAL �6.LR�99 zfN atO q / /•f /q? °1 m 10-52 10
BUTT
SUMP SECTION
2 DETAIL A SUMP ANGLE FRAME
814t S L UR 1tS 9 PROJECT LOCATION
RECOMMENDED J KEY PLAN
C2 C2 3/4, „= 1, O,
C2 C2 1 1/2!' 1,_0
FOR APPROVAL NO SCALE
BYE C..�!_
-w
?UIN 9 -14 -92
srM
REMSON
.er
APPROVED
DA7
sru
R6MSION
er
APRROWO
DATE
-
BOE //VG
FACILITIES DEPARTMENT'.
❑ AUBURN, WA. 98002
❑ _BELLEVUE, WA.'' 98007
❑ EVERETT,. WA. 98201
❑ KENT, WA. 98031
D ...
J .
f�� oy%
2
��
ACCEPTABILITY
THIS OF SION AND /OR
THIS
AL
1/9-,
TANK INSTALLATION
SPILL CONTAINMENT PLAN
stm..
A REMSIDN B
DATE
5/26/92
s
5/26/92
A
B
PLAN CHECK REVISIONS
REVISED CONTAINMENT ELEVATION
DJK
DJK
7/17/92
IS
APPRBVED Br
APPROVED
DEPT.
DATE
DJK
TANK SYSTEM 4 -04
SHEET
C -2
2 DP 5
❑ PORTLAND, OR. 97220
RENTON, WA. 98055
BUILDING 10 -52
oe no.
30259 -000
comp no.
"0 "'110- 052 -1028
❑' SEATTLE, WA. 98124
........
swp -/o - 20,54 ;�