HomeMy WebLinkAboutzD-2064SetBOEING
COMMERCIAL
AIRPLANES
V C N I T / S T
MAP
LEGAL DESCR I PT ON
CODE SUMMARY
DRAW N N D E X
BOEING CO YY[RCI AL AIRPLANE
D SCRIPT ION Of WORN: I3EM?•iE
ARCHITECTURAL - R�dWINEa lkllo- OS2•1o28
PARCEL I -80
qE ,5L RAeL— 744re FEW
/
L I T Y LF R H I N IN COUNTY. � L N 1 N
S � � � � ' W ? sTaa��TtiN�_
A -o TVI VICINITY MAP /SITE PLAN
(
Tn 1 u nq 11 n e rl e n < 11 1 rdaron al
s
INDEX & CODE SUMMARY
R d I Ile 1 d In B 9 Co p Y D C p
aco•.e
All SODUI WORT
i IICXI COYWAYT
p g 1 s e P a u nl c p y a M n u c D ran. ed
Ae I II Insur+ Company. L Lian IY
CONTRACTOR: alThlvE 601J"Fl PTal?-
�\
, -ea
IA P' M I' ,lee
A p le N m8e A 25 J801. A 151807', A 157801 Iln,l Il eolee
YAPS
Janearr YJ, Inrox9n Janu rr 11 19BD
BOEING PROJECT CNGI NEER 94611
// r -es
n -en \,P 1
7
THAI PORT -IOM Or COVEANYENT IOIS I ANO 7 IN SECTION 1, AND Of
00Y[RNY[xl 1.015 1, 1 AND J AND IX[ NOAI NWE51 OUARIIR OF IXE 5011 NWESI
OVAAIER Or SECTION IF IOe HSX1P 17 NORIN, RANG[ 5 [AST, WIILAYEI If
N1,�,p{gJ �y_J`IETEI�"iE� 237 -941,0
BOEING CONTACT. __PHONE
11
O
Y[RI DAM, IM IX[ CITY Of RF NI ON, KING COINIY, WASXI XGION; AND OF C X
ADSII'S LAKE IASHINGIOM PIAI 11 111/1110 IN 111.111E 8 OF PLATS, PAGE
APPIICAI IONS /PERMITS RELATED f0 PROJECT: ILbll -ICa
1yI err
LOT 5
O
79 A[CBIRDS OF KING COUNIY WASXI NGION, AND Of BIO[K C, THIRD
SUPPL IYENTAI YAP Of IAK[ WASHINGTON SHORE LANDS,. AS RECORDED UNDER
KING COUNTY AV0I EOR'S "'1 X11111 5917587. AND 0! CERIAIN SXORf LANDS
jONINC' HEAVY IMO. /PUBL'IC USE
e -fe'
I
e -4141
4141 4111
0
V
Or LANGwASXIXGI OM SHOWN ON SH I[I5 S AXD 10(1 XE'YAP PR [PAAED BY 100
KISS[ UNDER. KING COUNI.Y SUPT RIOR COURT CAUSE.NUMER 1563/1. AND Or
V A C A T E D L A B [ N E E D CI ON 'BOUT [TARO If OA M[RLY PARK. STAEETI ANA O( IX(
ABANDONED BU RL INGION XORIXERH INC RA'"' if OAY[ALY NORI X[AM PACIIIC
BU LL DI NG CODE ' 1988 UBC RE NT ON
BARRIER.FREE AEOUi RE M[N1 S WASH STATE P.989
e sg
` LOi
6
RAILWAY) AtcHl OF -WAY
PARCEL 1130
OCC.UPA NCY .GROUP:( SEC.19110 ]I -N
till 91 lUla ILL-U LOUILT WASHINGTU
CONSTRUCTION TY PE. (SE C.7ol)
q I e 4141 D
=
' a 4141 ie r
a
IA 1 In9 d c e aol 0 1 OF Iona nao o a t II
B q C per D C l� red' Ine Plon<er Na.Iloeol
I 11 ant Cem Y. t m led I do Tye Ae poi I A 757196.
ALLOWABLE AREA INCREASE
" +de,
-
a lee Janadrr n Igeo :
FLOOR AREA AC1 UAL RI NI NI /� _
STRUCTURAL
•
SLOG GROSS
�_�
ALL BIARI NGS ARE RCFf AC XCfO IO ]HE GRID MERIDIAN DAN'Or THE YA SXI NCI ON
FIRST FLOOR
N�p.
ed
COOORDINAII SYSTEM No RIx 10X[
SECOND FLOOR'
d L01 7
I
I.9I.��..Ia:iT
THAT PORTION Of GOVERNMENT [015 1. 2 AND 7 AND THE SOUTHEAST QUARTER
0 IXE NOAI NW[SI QYARI [A'OF SIC ION RING HIP 13 NORTH, RANG[ 5
EAST W Y IN IX[ CITY OF A[NI ON KING COU XI Y, wASXINCION.
REMODEL AREA
BUILDING HEIGHT:( ACTUAL)
CIVIL.- Pl�.owlnlE, Ilo•o52-IoZP.
1
(TABLE 5 -D)
C -1 SITe DeMOLIT,,W pL. IN
I.
-ei e -�1
eAlx 0
inuV[
I11-80
WASH]
S10RI ES: _ :
C -2 TANK IN6,71 L'TION /-a9LL. GcN'r3 -MMEN7 F LJ•N
C-3 17ET/>ILS �i HJ f S
ul -11
0 1-4141 -lea -
u
1J
Ill qF Hjy�B ILBR ,F�HTy.
Tn I n.. g a b.4 I l I Lee n e e I IIe .e t d n tne.
B g C mp y 0 C paral o.ered the P eneer Nat ono
OCCUPA NI LOAD: ALLOWABLE)
(TABLE 33 -A)
N/A
G4 To�o4c�i'Hlc NwP
❑
ml ••
o L
LOT 8 ' i
I
--
r If N Com, any L lee L, n ly Reperl A 153196.,... _..
January 21, IRBO. -- - --
ALL BEARINGS ARE REFERENCED 10 THE CRII YERIDAN Of 1N[ WASXI NCI ON
cololDl NArE srslEM Nolte ioXE
OFFICES l /t00SF BASEME Ni
MECH /S7OR I/300SF FI -RSL FLOOR
CONFERENCE I /15SF SECOND FLOOR
CLASSROOM I /20SF THIRD FLOOR
MANUFACTURING 1 /200SF
is
IHAT PORTION OF THE NORTHWEST OUARLET AND DI IXE NORTHEAST OUATCR OF
ALL OTHER 1 1100S REMODEL AREA
Bf Ci ION B, TOWNSHIP23 NORTH, RANGE 5 [AB1 W Y. IN NI XC COUNTY,
I •
WASXI NGT OX
F I RE PROT ECT I ON: D
°F1,ILLY 6l°RINKL- t=N-En
1, s -4141
PARCEL IV-80
' N /a-
SEPA RATION
MECHANICAL- .el=;a_..�Irt�r #110- os2 -4o� -0
\ 1 -n ®
F
L
CI IY OF RENTON. KING COUNTY WASHI ACTOR
in 1 II ii g e b d l t I lad n do d T'i'll, rel Jed o The
ENT. WALL (NON- BEARING) —_
E %I WALL (BEARING)
INT. WALL (NON - BEARING)
M IV E 16T NF F EL TaNK� P 6N - VE] d.
M•I FUEL Y6dJK -S PLa -1.1.
B q C mp y o . C'Porol rAe n Ine Pioneer OF enal
Ile InnYr Company, L m led Llnb Iyy Report A 253801,
INl''. WALL PBEARI NC)
M,2 r :u l= Len -TIONs
Sc I ';�
doled Janua Y 21 1980'.
STRUCTURAL FRAME
FLOORS /CEILINGS
D%-3 �YE(.IPV�ToNS
I
ALL BEARINGS ARE REFERENCED t0 THE GRID YERIDAN OF THE WA S I RETCH'
ROOF CONSTRUCTION
e e
7�a
I-I
COOORDINATE SYSTEM, NORTH LONE
111AT PORTION OF THE SOUTHEAST QUAIEA OF THE SOUTHEAST QUARTER AT ER OF
SEISMIC UESI ON: ZONE 3
A
SECT I ION 1, 27 WORTH RANEE 5 EAB7 Y INSB'JNC COUN7Y,.
J 3 ��
I
LI!NSNIP
ER
RIGHTNOF -WAYL A RDCWESTERLYY OFF LOGINE 'STREET NORTH AS TIEDECTOH THE
DESIGN LOA OS:(CHAPT ER 23)
S1 ATC OF.. WASHINGTON UNDER AUDITORS FILE NUYBER3261297.
ROOF: SNOW 25PSF
O
NOT[ Porel beer ng donor plrn s allacned to permit package.
LIVE 20PSf
FLOOR: OFFICE 100 P3F
MECH /STOR 125PSF
STAIRS IOOPSF
R A T E 0 :
D-2CONCENT
64
2111115
LIGHT 2000LBS
MFR HEAVY
OFFICE 2000LBS
PLAN V. E W
WIND: EXPOSURE
NOTE: SPECIAL CONDITIONS MAY EXIST IN FACTORY AREAS
VERIFY LOA D.I NO WITH FACT LIi IES PLANT ENGINEER
ELECTRICAL - c>=a -w�lU #IIO- 052 -2cbl
SCALE 1 60 0 (PRIOR
TO DESIGN.
1= -30 19A /2os v. 3� p o2 - ELELT2IGPL MCh'fE,e pp> —w,
E -1411 _rl" I �i+LAW✓ SYSTEM - PLbtJ # SEGT"I,15 (E.M7b)
REMo -L I?LA^F - G'FIanY �G.M.p.�
E_:.IG2 II II II E, M. r,.)
SYY
REVISION
BY
APPROVED
DATE
SYY
REVISION
BY
APPROVED
DATE
❑AUBURN, WA..
98002
r:.1ciJ LnW
4/9?.
U '.I L
..VICINITY
MAP, LEGAL DESCRIPTION,
LAS REVISION
YY
ATE
i
� ih "124
/Vi.
5H
A -D
OF
'.❑ EVERETT, WA. 98201
El KENT WA. 98031
iHISCDEBICNAND /OR
SPECIFICATION I..S APPROVED
CODE SUMMARY & DRAWING INDEX
APPROVED BY DEPT. DATE
NKK
MM.OD. YR
tinE
COVER SHEET
O OR. 97220
, RENTO
O ❑ PORILN, WA. 98055
■
H K
N0.
X20
CONP.NO.
FACILITIES DEPARTMENT LE, WA.
❑ SEAT TL
98124
q2 -LT
A VOB
APPROVED
DWG. H0. Ito -o52 -1028
BLDG. 10
-5z RENT -0N
5 N//0 - •. /C) -• 20S
Qa /t
swp -/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 ;�
x Y
I - STORY METAL
ON CONC.
F° F° = 34-08
-FOUND METAL PLATE ON WALL
" RENTON BENCHMARK No 2"
ELEV. = 29.59 US.C.C7.S.
ELEV. = 37.0/ BOEINC7 DATUM
OCT. 1963
Opp � - -�
TS 32.8o i'3O "cP
_ -.. ... _.. -SrJMH
TE 32.94
_ IE 25.54
° IE 31.20 r 8 "CP
2 °
FO ,
ZZ
.o d. '•, -METAL CuARD
33
l4 3,
RAIL
�I
I
° G.O. a1
�• �`q
9� �
'I
�j 9
% -33
SUMP'_ STEEL-
-
C.O.,
3y.32 /_._�
'-OI -.
C333a
k\
_r
K
W
yI�
/
33 3 CIBI')
-
g E
C'PUMP GUARD
TE. 3378_) • o C7;'P)
°
_ 5i�i� -�
°
•
PAINTED
STRIPES
3a L33 Rq ISED'
CONC
P -
AC
o ^ 2
I.E.
3390
O
-
FUEL Om
TANK LINES
4 "lP
O
tl.
�6;.IP -6 33 30{ .I
,
U
�_
..
2
�+7
L. E 1. E N D
q
-
QL
3
1
W2
I -
gm
N
}
CON(
7
6O7LER B OWOOWN
` /?�" (pQ, TE. 33.40
VAULT
WATER .__
- VAULT _�
y3
e PAx noN
BU/LO/NC LINE
f
33
T /A \ a
HORIZONTAL OATUM:
C7RIO SYSTEM 5ASEO ON SOUTH EAST CORNER
OF P>0EINC7 PJU/LO /NC7 NO. 10 -52. C7910
SYSTEM IS PARALLEL TO SOUTH LINE OF
SA/O (3LllL01NC7.
VERTICAL DATUM:
ELEVATIONS PMSEO ON "FSOEINC7 RENTON 5ENCHMARK
NO. 2 " SEE ORAW/NC7. ELEVATION = 37.01
SU5TRACT 7.42 FEET FOR U.S.C.C.S. DATUM
SUP�STRUCTURES:
BURIED UTILITIES ARE SHOWN AS INO/CATEO ON
RECORO NAPS FURNISHED P3Y OTHERS AND VER /F /EO
WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD,
WE ASSUME NO LIABILITY FOR THE ACCURACY OF TNOSE
RECOROS. FOR THE FINAL LOCATION OF EYIST'INC7
UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE
UTILITY OWNER 1AC7ENCY.
,.. �. ,. I
FILL
VENT
(TY
j ®,wareR
_.. - VAL VE5
l4 3,
ESNED
I
T VAULT
'I
�j 9
% -33
SUMP'_ STEEL-
-
C.O.,
3y.32 /_._�
'-OI -.
C333a
k\
_r
jy
/
33 3 CIBI')
-
g E
C'PUMP GUARD
TE. 3378_) • o C7;'P)
°
_ 5i�i� -�
°
•
PAINTED
STRIPES
3a L33 Rq ISED'
CONC
_ �3 3
WATER
V4 "T
I.E.
-- - PAINTED
9TR/PES
-
FUEL Om
TANK LINES
4 "lP
O
tl.
�6;.IP -6 33 30{ .I
,
TE. 33.38
lP. 28.95(/0)
�_
..
�. -0�
�+7
L. E 1. E N D
A0
o
\
I -
CON(
7
6O7LER B OWOOWN
` /?�" (pQ, TE. 33.40
VAULT
WATER .__
- VAULT _�
e PAx noN
BU/LO/NC LINE
f
T /A \ a
16 I.E. 27 20 (50T VAULT)
")
TO Cr w
r
TTOE
CONCRETE PAVEMENT
L
•
T/A 33 T/A �0J3
T/q .33' IE, 07.10 (4
�`yA�,CFILLEO/
(D 3W WATER)
CURB
0.0.
IKI..
,}.
6
6
\
2
CHAIN LINK FENCE
-- ^-
32
jW
332\
3311 3303
330
33�
33� 33
33'
METAL CUARO RAIL
------
13
V
1
-POT CCRADE ELEVATION
332k
- CONC,
2
STORM DRAIN MANHOLE
C
PAINTED,
STRIPES
I
2 U
i
AC
CATCH iSA5/N
❑
•
v
CONCRETE PIPE
CP
Nti �i
IRON P/PE
IF
n
- ..
PAINTED
T
SRIPES
$ OI
I W
SANITARY SEWER CLEANOUT
C.O. •
WATER ACCESS MANHOLE
y
VK-
Vj
3
\mss
I v
6
h
N
33�
FIRE HYD RANT
'cY
J
°
3 3
�
W
FIRE DEPARTMENT CONNECTION
FO. C.
ti
31 `32
WELL '
U
POST INDICATOR VALVE
PW
. �RAISED
. CON(
- \�
cr...
ti
TANK ACCESS
-_
CON(. L•\�
U)
#_
CASHOD CL PROTECTION
cP >.
10
C_ Z
3
2��
O •
ASPHALT CONCRETE
AC
0. 3
°
Q
r
y ME AL
ACCESS
30 "cP
, 2
,`�
PLANT /NGS
PL 5.
- 3o "CP 8..1P � 3 .' 3\
\ 1
V 3$
01 _•
51
,.I
W PLATE TYP) N CB v
k3
1) °
0
32
'
TELEPHONE ACCESS MANHOLE
T)
v
(TRAP) 1.. 3 0 \'
' Q '.. �..
0 32•.
J
32' -
370.',
32. 3Q•
°i`� TE. 32.10 W.
{� -._
32
SOMH-
a 33'
U
3
TELEPHONE LINE
--
U °
�'
pp
MH TO MH
°
[ I
GE. 2970 m
B,�IP !
;�
TE. 32.98 °
.,
Qii'
VAULT
• 'SOMH CB
K
OlL /WATER
-
PAINTED=
/.E. 26.08
-
- TELEPHONE
TE 33. 12
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