HomeMy WebLinkAboutPermit 89-02-BLA - BEDFORD PROPERTIES - GATEWAY CORPORATE CENTER BOUNDARY LINE ADJUSTMENT89-2-BLA Permit 89-02-BLA - BEDFORD PROPERTIES - GATEWAY CORPORATE CENTER BOUNDARY LINE ADJUSTMENT
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287.51'
RESTRICTED BUILDING AREA (PER PLAT)
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LOT 2
10' POWER ESM'T.
AFN.8 610080591
191,790 SO.FT. (PROPOSED).
203,324 SOFT (EXIST.)
an
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10' POWER ESM'T.
AFN.8610080591
44.81 BLDG.
NEW LOT
LINE
.77
BUILDING A R1 =
N 2' 4 "W ::::::::: ?:::::': • •
N29•2714'W k_, OLD LOT LINE
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45.1 '
60'
41 Icy
LOT 3
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165,710 SO.FT. (PROPOSED)
c" 154,176 SO.FT. (EXIST.)
329.49'
C
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46= 0316'00"
R = 280.50' 'S-_
L = 15.99'
SCALE: 1 "•100'
NOTE:
NO BUILDING OR STRUCTURE SHALL BE CONSTRUCTED IN THE
RESTRICTED BUILDING AREAS SHOWN EXCEPT FENCES, WAuL�,
POLES, POSTS AND OTHER CUSTOMARY YARD ACCESSORIES
NORMALLY ALLOWED IN YARD AREAS UNDER THE APPLICABLE
ZONING AND BUILDING CODES.
LAND SURVEYOR'S CERTIFICATE
THIS BOUNDARY LINE ADJUSTMENT / LOT CONSOLIDATION
CORRECTLY REPRESENTS A SURVEY .• MADE BY ME OR
UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
OF APPROPRIATE STATE STATUTE.
NAME' iii144eAt J. doce/5404/
DATES Azio to /or
CERTIFICATE NO 871"67
• A LOT CONSOLIDATION DOES NOT REQUIRE A SURVEY
OF THE PERIMETER UNLESS THE LINES ARE ADJUSTED.
(29IBLA.
MAP ON FILE IN VAULT
.lUi\! u 1989
(29 /BLA. MAP)
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PAGE
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R =I 80.50'
L = 61.07'
BCE #3108
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Name
Name
Name
STATE OF WASHINGTON
County of King
STATE OF WASHINGTON
County of King
On this day personally appeared before me
Name
Name
DECLARATION:
Know all men by these presents that we, the undersign
and /or contract purchaser(s) of the land herein de
application for a boundary line adjustment /lot co
undersigned further declare that the attached map is
of said boundary line adjustment /lot consolidation and
free consent and in accordance with the desire of the
In witness whereof we have set our hands and seals.
) t.21, C e-C_C ti
N(te � ; Name
Name
On this day personally appeared before me Joseph S.L
GIVEN under my hand and official seal this 13th day o
? d, owner(s) in fee simple
cribed do hereby make an
solidation thereof. The
he graphic representation
the same is made with the
wner(s).
yman, Vice President
Bedford Gateway Inc. ,
to me known to be the individual described in and who executed the within and
foregoing instrument, and acknowledged that he signed
the same as his free and v.luntary act and deed, for
the uses and purposes therein mention�
April
19
Notary Publ e i and for the State of
Washington, res'ding at
to me known to be the individual described in and w o executed the within and
foregoing instrument, and acknowledged that signed
the same as free and oluntary act and deed, for
the uses and purposes therein mentioned.
GIVEN under my hand and official seal this day if , 19
Notary Public in and for the State o
Washington, re'iding at:
(29 /BLA.DECLAR) Pag= of
i,pllUlt.a 3:ftoR'+'96LG:li `.5 °.= :.'dCw7StiFiASb:'@ tZ51dF.MTFUk1* 'iMisiY4 . 1a1LL"SeAbY1i6/e47YaY�fi 7CtiK:4,flFLkYb7. MA.
PARCEL A
PARCEL B
April 3, 1989
Rev. June 5, 1989
3108.06
EXISTING
PROPOSED
LEGAL DESCRIPTIONS
Lot 2, Gateway Corporate Center, according to the plat recorded in Volume 144
of Plats, pages 23 through 25, records of King County, Washington.
PARCEL B
Lot 3, Gateway Corporate Center, according to the plat recorded in Volume 144
of Plats, pages 23 through 25, records of King County, Washington.
PARCEL A
Lot 2, Gateway Corporate Center, according to the plat recorded in Volume 144
of Plats, pages 23 through 25, records of King County, Washington;
EXCEPT the West 35.00 feet thereof, as measured perpendicular to the South-
westerly line of said Lot 2.
Lot 3, Gateway Corporate Center, according to the plat recorded in Volume 144
of Plats, pages 23 through 25, records of King County, Washington;
TOGETHER WITH the West 35.00 feet of Lot 2 of said plat, as measured
perpendicular to the Southwesterly line of said Lot 2.
Zoning
District
14-1.
Likht.Industrial
14-1
Light Industrial
Existing
Use
Commercial '
Vacant
Proposed
Use
Commercial
Commercial
Proposed
Lot Size
4.4 acres
3.8 acres
a: Ju: L: 17J.: ti+ ik. Sr. �,.' Awuah/ �,l' aJ,. t�svmarrc+ xv.. nw+,,. v,..+ cn.. na�scvy, n..,,.. w. o,,.......• �.. �.�n.vaacv�rao.rvs.�.+:.+..:c.. ..•.. .� m .... mm.»x.�w.. >a.+,uwva.w.w- �nwvier a.Rrn,nnrc.x... :; ��
APPLICANT Name: Mr. Joe Layman /Bedford_ Properties
LOCATION Street
Address:
PARCELS:
DATE OF LAST PLAT:
(29 /BLA.APP)
BOUNDARY LINE ADJUSTMENT OR
LT CONSOLIDATION APPLICATION
Address:12870 Interurban Avenue South
City: Seattle
Signature:
Northeast corner of the intersection of Interurban Avenue
and Gateway Drive
If vacant, indicate lot(s), block, and subdivision; or
tax lot number, access street, and nearest intersection.
SE
NE
QTR SECTION
-A-
January 23, 1989
10
15
SECTION
-B-
Zip: 98168 Phone: 241 -1103
73
TOWNSHIP
-C-
Date:
4
RANGE
-D-
11310
YdYXY195 hats Hub: Aa .... .......+Nrota mmgMWna.wMV.awu.+
PARCEL A
LEGAL DESCRIPTIONS
EXISTING
Lot 2, Gateway Corporate Center, according to the plat recorded in Volume 144
of Plats, pages 23 through 25, records of King County, Washington.
PARCEL B
Lot 3, Gateway Corporate Center, according to the plat recorded in Volume 144
of Plats, pages 23 through 25, records of King County, Washington.
April 3, 1989
3108.06
PROPOSED
PARCEL A
Lot 2, Gateway Corporate Center, according to the plat recorded in Volume 144
of Plats, pages 23 through 25, records of King County, Washington;
EXCEPT the West 35.00 feet thereof, as measured perpendicular to and parallel
with the Southwesterly line of said Lot 2.
PARCEL B
Lot 3, Gateway Corporate Center, according to the plat recorded in Volume 144
of Plats, pages 23 through 25, records of King County, Washington;
TOGETHER WITH the West 35.00 feet of Lot 2 of said plat, as measured
perpendicular to and parallel with the Southwesterly line of said Lot 2.
•
SHT. 2
\
14.90
EX. 15'
. •0
FORME
15.6
17.00
5 35
•33 '• •
CONC, RETAINING WALL
IBY OTHERS) •
4• PVC 6 2.0% 6' PVC 9 2,0%
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CB ••
X I.E.• 9.23 I INSTALL
I - 90' BEND IMJ
LF
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\ `5 8,2201 7 . NEW A.C. PAVEMEYT-7
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/,14.33 9TM. • N
EX. FH
SEWER
--- LANDSCAPE
• 6 0
NEW A C. PAVE Nl'
2
3 ?a4a
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- 50n k
S O =
NEW CUT BACK
NEW EXT
CONC. CURB
SPRINKLER RI'E
DOWNSP•U
V nO_ _
I.E.• 10.50
or 1
BUILDINGD
(SPRINKLERED) I T' P•) ' /
F.F.- 17.0 '\
SS CO
1M- •
I.E. • 8.00
` 6 . SANITARY O
SEWER (BY fH(;RSI
U -o- 171.5'
9 'x BLDG ENT'ANCE
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a., 04 ITYP.i • • ��
6.70 TC
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• SERV
6.00
2$
!r
EXISTING
I.E. . 10.10
EXISTING STORM DRAINAGE DITCH
N 48'13'44" W
65 LF' 6' PVC 0 2.0% IMIN.1
LOCATE EXISTING 18' SAN) Apty
SEWER IL INSTALL 18 • 6' - TEE
VERIFY INVERT PRIOR TO
CONSTRUCTION
I.E. • 6.70 IMIN.1
299.22' - L ,
I.E. • 10.57
PO" • AS M NT
ION 86100805911
EXIST C: S BUI
• 4.38
I.E. 9.63 112 NW
9.58 112'S)
BE REMO
TRANSF ORMER
F
GE DITCH
121,.2
S 08' 29' 48" W.
CONSTRUCT g a)!.)
2 O
BENCH ALONG EDGE 0F
CURB
CURB
TOP • 13.5
GOT. •11.0
EXISTING CHAINLINK
EX. STORM DRAIN
FENCE
L
I S ALL
NEW D• BL DET CTOR CH
VALVE SYSTEM PER CITY STDS,
SEE DETAIL, SHT.12. SPRINKLER
DESIGNER TO DETERMINE SIZE
OF DETECTOR ASSBLY
FIRE LINE T BLDG. • 8
E. PRIORI TO
CONSTRUCTING NEW -
STORM LINE) REMOVE
EXISTING PLUG, CONNECT
TO EXISTING 1
6 EXTEND TO CB
04
EM 11 M' IAS
I.E. • 7.48 118• NI
I.E. • 8.46 I6• HIM
I.E. • 5.66 II2• SWI
I.E. • 5.61 118' SEI
V
..- 1...1..12...... ...,,.....- .._.•.- :. -: -... 1111,,- ..._r��
M
6 of Yea
.De mi keei. II) k, rading, Storm Drainage
INTERURBAN AVENUE
z and UtilityPlan
E ,.- Gateway Corporate Center - Phase IV
FF
• 0 / • • 1> o /v/ 7? 5F I
EXIST C'
H •55,89
I.E.• 8.50 OUT
I.E. • 8.79 IINI
c
eve riNG
o�
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I.E.• 9.17 IN
LE! 8,07 OUT
I S A ,
IMJ•FLI
I - 8• GATE VALVE IFL•MJI
CONE,
ksr
o
NOTE
C O SNA ERIFY OCATION N DEPTH
OF EXISTING 8• WATER LINE TO DETERMINE IF NEW BUILDING d UTILITY
CONSTRUCTION WILL CONFLICT WI ITS LOCATION. EXPOSE IF NECESSARY
S CONTACT ENGINEER IF LINE IS WITHIN 5' OF PROPOSED BLDG. FOUNDATION.
-
TEX. FH
Z.
Lci!
! NEW I +h' DEDUCT IRRIGATION
I METER WITH DS.H.S. APPROVED
/I BACKFLOW PREVENTER
2
NEW 2 DOMESTIC
/ WATER METER
12• W
CB
I.E.• 11.71
z
/ EX. FH
I
EX SS MH (ASBI
RIM • 16.31
LE. • 5.23 (8• NE)
I.E. • 4.98 116• NW B SEI
I R •R
I RIM • 14.81
/ I.E. • 10,.26
RIM •15.77
I.E. • 10.52 IIN)
I.E. • 10.32 IOUT)
INSTALL NEW CB M1 TY E 1
WI SOLID LID OVER EXIS . I • STORM
LINE AS SHOWN. REMOVE REMAINING
PORTION OR ABANDON PER CITY
STANDARDS
RIM • 16.02 (ADJUST TO FINAL GRADE/
I.E• 9,68
RIM • 6.02 IADJUS
I.E.• 9.90
EX. SS MH IAS91�\
RIM • 15.97
I.E. • 787 (INI
I.E. • 7.07 (OUT)
/ EX. CB
I HIM • 14.81
I.E. • 10.25 112' S.E.)
I.E. • 9.97 112• S.W.i
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0 le INCH 1 2 3 4 • 5 6 7 8 9 10 11 1.22• "•"w 12
\ iIF THIS MICROFILMED DOCUMENT iS LESS 1
(CLEAR THAN THIS NOTICE IT IS DUE TO I •
OE 60 8�� Lz 9z GO 9z 33' zz Lz OTHE UALITY OF THE ORIGINAL DOCUMENT . 6 B A 9 G 9 C z I • 0
IIIIIIIIII�QIIIII111!U1Jf 1 II1IIIIII11 IIN IIIIIIIIII R If I IIII I IIj 1 IIIl iii I u uu(md 111 If i lilhu�lililiiiliini iiii h II i�Illlilullllulllud a
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GRADE)
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LEGEND
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LEGAL DESCRIPTION:
SURVEY DATA:
SPECIAL NOTE:
LOT 3 AS SHOWN ON PLAT OF GATEWAY CORPORATE CENTER, RECORDED IN VOLUME 144
OF PLATS, PAGES 23 THRU 25 UNDER RECORDING No. 8901230879, RECORDS OF
KING COUNTY, WASHINGTON.
ALL BOUNDARY, TOPOGRAPHIC SURVEY AND EXISTING STORM DRAINAGE AND UTILITY
INFORMATION SHOWN ON THIS PLAN WAS OBTAINED FROM GATEWAY CORPORATE CENTER
PLANS BY MACKENZIEISAITO 8 ASSOC. DATED JUNE, 1985 (JOB No. 384421) AND GATEWAY
CORPORATE CENTERICITY OF TUKWILA PUBLIC WORKS DEPT. PLANS BY CONSULTANTS
MACKENZIE ENGINEERING, INC. DATED JUNE, 1985 IJOB No. 3944211
CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH AND SIZES OF ALL STORM DRAINAGE
AND UTILITY LINES SHOWN ON THIS PLAN WHICH WILL BE EXTENDED TO SERVICE THE NEW
BUILDING. AND SHALL CONTACT BARGHAUSEN CONSULTING ENGINEERS, INC. IF LOCATIONS AND
DEPTHS ARE NOT AS SHOWN. BARGHAUSEN CONSULTING ENGINEERS, INC. DOES NOT
GUARANTEE THAT THE LOCATIONS, DEPTHS AND SIZES OF THE UTILITIES SHOWN ARE
ACCURATE OR THAT ALL EXISTING UTILITIES ARE SHOWN. CONTRACTOR SHALL CALL FOR
UTILITY OCATE PRIOR TO BEGINNING CONSTRUCTION.
- - ARK /ALJA ,STALL Su.rli -nA-2
EXIST, LOT Z 5T1iLL GC WT =
RE4>uIRED 67 Fog 1-07 2.5 / /OOosF =177
NEW LOT Z s7 Cou.VTc✓ /LOT/./,UE J9137 _ / q7
PROPOSED ASPHALT CONCRETE PAVEMENT
PROPOSED CEMENT CONCRETE PAVEMENT
EXISTING CONTOURS
PROPOSED CONITOUR
EXISTING SANITARY SEWER
EXISTING STORM DRAIN
EXISTING WATER LINE
EXISTING STORM CULVERT
PROPOSED STORM DRAIN
EXISTING SPOT ELEVATION
TOP OF CONCRETE WALK ELEVATION
TOP OF A.C. PAVEMENT ELEVATION
PVC DOWNSPOUT TIGHTLINE
PROPOSED WATER LINE
PROPOSED SANITARY SEWER
PROPOSED SANITARY SEWER BY OTHERS)
OVERLAND DIRECTIONAL FLOW
GRADE BREAK
HIGH POINT
RECEIVED
CITY OF TUKWILA
I.. 1i 9
BUILDING DEPT.
MAY 18 1989
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