HomeMy WebLinkAboutPermit MI98-0022 - COMP USA - BUILDING PADu319
City of Tukwila (
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
MISCELLANEOUS PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 262304 -9120
Address: 17400 SOUTHCENTER PY
Suite No:
Location:
Category: OTHR
Type: MISCPERM
Zoning: TUC
Const Type:
Gas /Elec.:
Units: 000
Setbacks: North:
Water: TUKWILA
Wetlands:
Permit No:
Status:
Issued:
Expires:
MI98 -0022
ISSUED
03/16/1998
09/12/1998
Occupancy:
UBC: 1994
Fire Protection:
.0 South: .0 East: .0 West: .0
Sewer: TUKWILA
Slopes: N Streams:
Contractor License No: SIERRCC145N8
OCCUPANT COMP USA
17400 SOUTHCENTER PY, TUKWILA WA 98188
OWNER PACIFIC NORTHWEST GROUP A
5601 6TH AVE S, SEATTLE WA 98108
CONTACT TODD RANKIN Phone: 425 -885 -3797
16715 NE 79TH ST, REDMOND WA 98052
CONTRACTOR SIERRA CONSTRUCTION CO INC. Phone: 206 885 -3797
16715. N.E. 79TH STREET, REDMOND, WA! 98052
r* kk k*************** * * **** ** *** ** * ** * * *****k* * ***** lt* * * **** Ir ** *** ** ****. *** ** *** * ****
Permit Description:
PRELOAD BUILDING PAD (FUTURE SITE OF COMP USA).
APPROX. 5020 CY OF CUT & 5020 CY OF FILL.
**************************************************** * * * ** * * * ** ** * * * * ** * * * * * * * * * * * **
Construction Valuation: $ 40,160.00
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS'
Curb Cut /Access /Sidewalk /CSS: N
Fire Loop Hydrant: N No: Size(in): .00
Flood Control Zone: N
Hauling: N Start Time: ••End Tinte:
Land Altering: Y Cut: 5020 Fill: 5020
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: Public:
Storm Drainage: N
Street Use: N
Water Main Extension: N Private:.
Public:
r** k*************************************.************ * * * *. *** * * * * ** ** * * * * * * * *** * * * **
TOTAL DEVELOPMENT PERMIT FEES:. $ 283.50
r******** * * * * ** * * * * * ** * * ** * * * * * * * * * * * * ** * * * * * ** * * * ** ** * * * * * ** * * * * * * * * * * * * * * * * * * **
Permit Center Authorized Signature:_
Date:
hereby certify that I have read and examined this permit and know the same
to be true and correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of work. I am authorized to sign for and obtain this
development permi
Signature:
Print Name:
w
This permit shall become null and void if the work is not commenced within
180 days from the date of issuance, or if the work is suspended or abandoned
for a period of 180 days from the last inspection.
CITY OF TUKWILA
Permit Centre
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
(206) 431 -3670
Miscellaneous Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
Project Name/Tenant: Cr " "'T "` `�"'
Value of Constructi0 (�0
/
S't: A. dress:
City ate /Zi•:
i
Tax Parcel Num.er:
Property Owner:
' . . i' t- -1 .1c,--
Street Address:
AI
Phone:
— 5b3 - 61 l- at
City State /Zip:
Fax #:
Contact Person`
Phone: 4
ISIMP
Street Address:
l I
City State /Zip:
2t7brvw i 8�Z_
Fax #:
4z' fi V.-` it2pIro
SUd1't�
Contractor:
Phone:
Street Address'
t ..
Architect:
Vr Z
City State /Zip:
r.: ► -.►..2 ��.a�,. al ��
Fax #:
q2 gets-- qb
A`��A S
Phone:
5D3 - 67 - 0214
Street Address:
� W tom.
£ City State /Zip:
='''.1 LAW CSUAVE0 42 ads`
Fax #:
cB S - 640 - o24
Engineer:
1 1
•
Phone: P$ - 22"4- ' )
Met't esi pt,c4. ms.. . 4?JSba , ` 42...City Stte te/Z
Fax #: (51)3 27.E -' o
MISCELLANEOUS PERMIT REVIEW AND.AP.PROVAL REQUESTED:'(TO BE FILLED OUT BY APPLICANT)
Description of work to be done:
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes gg. no
Attach list of materials and story a location on se arate 8 1/2 X 11 a er indicatinguantiti es & Material Safety Data Sheets
lJ Above Ground Tanks DI Antennas /Satellite Dishes Bulkhead /Docks IJ Commercial Reroof
❑ Demolition ❑ Fence ❑ Mechanical ❑ Manufactured Housing - Replacement only
❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems
❑ Temporary Facilities ❑ Tree Cutting
: AP, PLICANTREQUEST .FORMISCELLANEOUS,PUBLIC.WORKS PERMITS •; .
❑ Channelization /Striping
❑ Flood Control Zone
❑ Landscape Irrigation
❑ Storm Drainage
❑ Water Meter /Exempt #
❑ Water Meter /Permanent #
❑ Water Meter Temp #
❑ Miscellaneous
❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering: Pr CutS-024ubic yards 9' Flll.92ublc yards 0 sq. ft.grading /clearing
❑ Sanitary Side Sewer 41: ❑ Sewer Main) Extension 0 Private 0 Public
❑ Street Use ❑ Water Main Extension 0 Private 0 Public
0 Deduct 0 Water Only
Size(s):
Size(s):
Size(s : Est. quantity: gal Schedule:
Moving Oversized Load /Hauling
MONTHLY SERVICE BILLINGS TO ::: ;'
Name:
Phone:
Address:
City /State /Zip:
0 Water
0 Sewer
0 Metro
0 Standby
WA TER "METER DEPOSIT /REFUND. BILLING :.
Name:
Phone:
Address:
City /State /Zip:
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall
expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days
upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application
shall be extended more than once.
Date application accepted:
MISCPMT.DOC 7/11/96
Date application expires:
Applicat : ken by: (initials)
ALL MISCELLANEOUS PER
APPLICATIONS MUST BE SUBMI
D WITH THE FOLLOWING:
"BALL DRAW,ItidS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
has. , t•
BUILDING SITEIPLANS AND UTILITY PLANS ARE TO BE COMBINED
➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT
➢ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON
LICENSED STRUCTURAL ENGINEER
➢ CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER
(P.E.)
SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW
Above Ground Tanks/Water Tanks - Supported directly upon grade
exceeding 5,000 gallons and a ratio of height to diameter or width
which exbeeds 2:1
Submit checklist No
Antennas /Satellite Dishes
Submit checklist ". No , M=1,:
Awnings /Canopies No signage
Commercial. Tenant Improvement
Permit
Bulkhead/Dock
Submit:checklist
•
Commercial Reroof
Submit checklist ;;:.. No:
❑
Demolition
Submit checklist:
Fences - Over 6 feet in Height
Submit checklist: No: M =9'
Land Altering/Grading/Preloads.
Submit checklists. No: ''M -2:. ,
Loading Docks.
Mechanical' (Residential & Commercial).
Miscellaneous Public Works'Permits
Commercial .Tenant'arnprovemeet:.
Perrriit:,:•Submirciecklisf No:'F`i -17:�• ;:
Sub`mit;checklist:> `No ` 'M -8
Residential only - H-6
Submit checklist':;.N
Manufactured Housing (RED.INSIGNIA ONLY):,
Submit checklist,: No: M -$>
Moving :Oversized: Load/Hauling
i Submit- checklist <;'r
-5�:
Parking Lots
Submit checklist ' No :.
Residential'Reroof - Exempt with following exception: If roof structure
to be repaired or replaced
'Residential Buildirlg`Fermit':;
Submit checklist
Retaining Walls - Over 4'feet in height
Subrriit checklist
Temporary Facilities
Submit checklist'.'::; No..-M -7!
Temporary Pedestrian Protection/Exit'Systems
Submit checklist .;' ::.No ::
Tree Cutting
Submit checklist`; No
❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If
not available at the time of application, a copy of this license will be required before the
permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit
in Lieu of Contractor Registration ".
Building Owner /Authorized Agent If the applicant is other than'the owner, registered. architecbengineer, ;or contractor licensed
by the State of Washington,. a notarized letter from the property owner authorizing the agent to submit this permit appl(catlo►r and
obtain the permit will be required as part of this submittal
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS
PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature:
Date:
Print name:
Phone:
I Fax #:
Address:
City /State /Zip:
i r
M!SCPMT!DO$ 7/11/96
.CITY OF TUKWILA
Address: 17400 SOUTHCENTER PY
Suite:
Tenant: Status.: ISSUED
Type: MISCPERM App 1 i ed c ,ti2fl 7(;1998.
Parcel #: 262304 -- 91211. Issued: 03116/1998
*• k• k*• k* A- k*' kk•***' k*• k*• k*' k• k1i4**' k*' k• k k* f.** k• k********* kk*' k*' k*• k• k• k* ,F.*M**k**•k ****'k,4
Permit Conditions:;
I , No `changes will be made to the plans unless approved by the,..
Arciitect or Engineer and 'the Tukwila Bui lding Division...
2', l permit:, , inspect Plans-she 1l be
avaiTable at the j,obsi°te prior to `the star.C, of any con
•struc.tion, These 46'Oimeritsyyare to ,be. ma1nta•thed. and ava`i1
able: unti 1 f in1 inspection `approval is 4:y. anted`';,
3. A 1 1 construction tp be =,,, on;e .ire' :confo rim an Ooved
plans and rr`::eq'uir ements;,.of the Uniform 8u41di''n '�:(
g:,Code1 -994
Edition) ,as amended : ,. F .'
4. Validity : of Per mk t The i asuanf e of a perm i t or approval of.
plans, "ap'ec i'cat tons , and' computations shall
strueAd to ,be a per:rmi t far, :`or an approva l of:,' any ,;:vio I a04 n
of anni of 'the prov i s i ona' o$ the bu•i 1 d i ng code or of nY {
other .ordinance. of, the,..; juris;d1;ct4ion. No permit 'pr 'Stimiri,g , •
g1v%authar.,ity..to .violate otz, camel. the provision�- of thais
cod ;e z ;hall her< "valid F. 4F • .
5. PRELOAD MAY NOT COMMENCE UNTIL THE 'VACANT. Y; OF THE ACT
THEATER IS COMPLETE i 1'1 ;
6. T OAR ory�ry er erosion ..control ,+'neasur e.. sha11 be imp1eme0ted ,
th *'tit it. order• of° bu0-ne0.,',to pr, event 'sed;imentation oft-
si'tet o to •e: irstipg s;tor�m0draInagYp faci ties.
7. The 0 i to sha 1 1 have perrmanerit er o s i••on corttro l measu,r estt l
P1 a,ce a:?7. saon,s -a possible after' f-;i'na 1;.gt?atri•n.g has b:ee
comp�leteq$,,and ."prior to the Final 'klns e. t•1 °om:.,'t Q `
1
4
Peiiit4f c!oo. C�,
PLAN REVIEW /ROUTING LTP
ACTIVITY NUMBER
PROJECT NAME
DEPARTMENT:
�'
ING DIVISION
, .
TLe -CAS,
LIC WORKS
MI98 -0022
COMP USA
DATE 2 -17 -98
FIRE P VENTION
STRUCTURAL
PIMING DIVISION
PERMIT COORDINATOR
DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE El NOT COMPLETE E
COMMENTS
DUE DATE 2 -19 -98
NOT APPLICABLE ❑
1
TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ❑
ROUTED BY STAFF I 1 (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
DATE
t
APPROVALS OR CORRECTIONS: (ten days)
APPROVED n APPROVED W/ CONDITIONS ❑
REVIEWERS INITIAL
CORRECTION DETERMINATION:
APPROVED 17 APPROVED W/ CONDITIONS 0
DATE
DUE DATE 3 -5 -98
NOT APPROVED (attach comments) ❑
DUE DATE
NOT APPROVED (attach comments) ❑
REVIEWERS INITIAL DATE
(Certification of occupancy required.
C:ROUTE -F
frrIge- -GOn --
eeN
•:■„ ...-.- ,
1
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981
LNSPECTION RECORD
Retain a copy with perm
PERMIT NO.
20e)-4,g, -3670
Project: /� 1
is l�%%�% (��
Type of inspe '•n:
/ f ! _
Address. 1
Date called: - —te=
Special instructions:
I
Date wanted: �/
5
11-15-15
r
.
p.m.
Requester: mod Q
Phone No.: 04 -09Z5-.
proved per applicable codes.
Corrections required prior to approval.
Inspec
/Or 17
Date:
1 $42.00 - EINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection.
-v•vp.r. retrAtirviiti."`tv-"rirftn:r147.vr-77:7,11,2017374'".,. -tharrz u
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
.r.c.wliv4*.viit.41=k44i4;7711
INSPECTION RECORDr-
Retain a copy with permit, --
PERMIT NO.
(206) 431-3670
Project:
Type of inspection:A Q,23. a .c..c...w.c-
j'AQ
Address:
I -iii
Date called: /
Special instructions:
Date wanted: i 1 i r I , a.m.
k 1 / / W' p.m.
Requester:
TOD 1) / C I Uit#
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
IInspector: Date:
1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
INSPECTION Rticop-R
Retain a copy with p&Jit
431-3670
Project: Su-feA ..cric 1742_ fLea j
_
Type of inspection: 1.........
Address:
Date called:
Shoil 6 *
Special instructions: • — -
Date wanted: .vi a.m.
P.m.
Requester:
T•
i \ .S. tailAt./.._ Cfrtas:
Phone No.: '
Approved per applicable. codes.
Corrections required prior to approval,
COMMENTS: ..
z . • Ii „ e....--3" ,..„1..i,
/zWqg a*----6e1A q IP
0011301---
odAN/ A.5 Nuk.RA‘
*217
.L44AA*,..) 1),5 hx) LRAt. 112 ktitiLuv.1-P-L.-
(c, 47/1,2k bcrai-d 4N-% 341/49 TA-4,4 l'-‘‘-----
Inspector:
I I
Date:
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NO.
CITY OF TUKWIL& BUILDING DIVISION
6300 Southcenter Bivd., #100, Tukwila, WA 98188
INSPECTION RECO
Retain a copy with p
M1 9i33 -o02
MIT NO.
(20
1 -3670
Project: C_ i. �cvnv P ��
Cu
Type of inspection: L , -
Address:
1-7L-124.) � .
Pr' Wy
Date called:
3/2 i- i b
Date wanted: 31 �5�
Special instructions:
Requester:
DAVID 6A4
_�
. A,
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
fILLsk 1 -co 157 Awl
. u`44'
.p ;AD
tl
t
4-2s4.0 -to ilc? Nay-
(Inspector:
Date: / Y vi
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Receipt No.:
Date:
4,kkk•A *•Akkk #k *k44"hkfi*A4c .1.tt •hAkAkkA*Ak1k. *+kk:4'14 1, 11— A *kk *k'kkkA *' /rk04k
ITV OF 1•UKWTI.A, WA TRf.iNSMIT,:
**• 1k• kh k,k*A *4r•kith•kk4•k•k•A•AleA *•k t i.-1 0*• A4ekAt c4 140,4t•kkA *•k4.k•k•k4 kkk.ie*•A *•A• *.iiA
1 •.RAN. MI;T Mumk�e,r �, .R'�70072t., Amaunt:. 83 0 03/16/98.10:06.
I'aymei'►•'" Method::CHE`CI( Notation: SIERRA:. C014STHUCt Ini,t: 11.1.1
Permit No: .t4I98• -0022 Type: 14ISCPERM 14ISCrl.l.AN1'•DUS'PERMIT:
Parcel No: 262304.9120
Site 'Address: 17400`.SOUI HCENT CR..1' ?
Total :F' e a ti :
This Payment . 283.50 Tata1.. ALL Pmts:,
Balance: .00'
* *k•khi•A 14•k•k•4.014 • k* k4•* k• h*• h4• Ad rkA **A *•A .A010t•01•A* *4*4itth0!A4 11•k•A*01*.hd,,•kd*4•k
Account Code Description :... AmoO n 4.
000/322.100 I..FINL) A11'C:RIk0 PERMIT: FEE ` 230.50.,
000/•34:x.830 LANs? ALT'ERIr0 PLAN CIiECt( 4 ( >0 %t:
02/05/98 THU 18:08 FAX 425 881 8050
GeoEngineers
MEMORANDUM
NNW
GEO ENGINEERS
IJ 002
Redmond
TO: Todd Rankin, Sierra Construction Co., Fax No. 8854330
FROM: Jack Tuttle and Et libOuiz. Engineers
DATE: February 5, 1998
FILE. 1284 -028 -01
SUBJECT: Building Area '2', Pad 'A', and Restaurant Pad Surcharge Recommendations
••••■••11•.■ ••■••••■.- ..r....._._.
This memorandum presents detailed surcharge recommendations for the above
referenced building pads for the MBK Northwest Parkway Supercenter project in Tukwila,
Washington. We previously presented preload/surcharge recommendatlons for the overall
project area in our design report for the project (draft dated September 23, 1997). Now that the
grading plan has been produced, more specific recommendations were requested in our
meeting on February 3 by you and by Rob King representing MBK Northwest. The
recommendations are provided to supplement, not supercede, our previous recommendations.
Building Area No. '2' — Comp USA
Building Area No. '2' is located between the existing ACT III Theater and Sportmart
buildings in the truck court area. Existing pavement grades within the proposed footprint range
from approximately Elevation 24.0 to 25.8 feet. Therefore, approximately 11/2 to 31/2 feet of
fill will be required to achieve slab subgrade elevation for the proposed finished floor elevation
of 27.8 feet. We understand that floor loads are expected to range from about 100 to 125 psf
and column loads are expected to be less than about 150 kips.
The purpose of a preload program is to induce a major portion of the settlements which
would otherwise occur when building and floor loads are applied. A preload typically
simulates the same loading as future building and floor loading. Additional surcharge can be
placed to shorten the required duration of a preload program. We understand that a maxdmmn
30-day period is available during the construction schedule for preloading or surcharging this
area. For this period, we recommend a 5- foot -thick surcharge (i.e., to Elevation 32.8 feet) be
placed above the proposed finished floor elevation.
Based on our review of original geotechnical reports for the adjacent structures, a 4- to
5- foot -high surcharge was placed above finished floor elevation during construction of the north
structure and a 6- to 10- foot -high surcharge was placed above finished floor elevation during
construction of the south structure. Based on the available information, no filling above the
present grades has been accomplished within the central area of the proposed new building
footprint. A 5 -foot -high surcharge will significantly reduce potential differential settlements
between the previously unfilled area and the adjacent structures. We estimate settlements in the
0• o n n s i n•• r s
P12E411-03'1
No No. izt4- 021-01 -I ET KWI�q
CITY OF
_ . -, 4nnQ
1
02/03/98 THU 16:08 FAX 425 R1 6050
Todd Rankin, Sierra Construction Co. February 4, 1998
GEO ENGINEERS
range of 4 to 12 inches for the above recommended surcharge. A wide range of settlement is
anticipated based on the variable historical loading of the area.
For the east and west sides of the footprint, the crest of the surcharge fill should extend
to Rill height above the proposed finished floor elevation for a distance of at least five feet
outside of the planned building footprint. Along the north and south sides of the footprint
(adjacent to the existing structures), we recommend that the crest of the surcharge extend full
height to a distance of 5 feet from the existing building walls. From this point, the surcharge
should be tapered to the new finished floor grade level at the location of the existing building
walls. Surcharge fill need be compacted only to the extent necessary to support construction
equipment. The surcharge surface should be sealed and crowned to promote runoff of surface
water. Following the surcharge period, the excess fill can be removed from the building area
and used as structural fill or surcharge fill in other areas.
We understand that grading and surcharge placement will occur during the wet spring
months. We recommend that the building pad fill and surcharge consist of clean material (sand
and gravel with less than 5 percent fines) in order to achieve adequate compaction of the
material during the wet season. The clean material will also reduce the potential for schedule
delays that could arise in rehandling and compacting the surcharge fill when it is moved to
another building pad. We should be provided a sample of the proposed material before its use.
Proposed Pad 'A' Building and Proposed Restaurant
The proposed Pad 'A' and Restaurant building pad will be located within the existing
parking lot west of the above Building Area '2'. Existing grades within the proposed footprint
range from approximately Elevation 24,0 to 25.7 feet. We understand that less than Ph feet of
fill will be placed to achieve slab subgrade elevation for these structures. Floor loads are
expected to range from about 100 to 125 psf and column loads are expected to be less than
about 150 kips.
For a 30-day surcharge program, we also recommend a 5 -foot -high surcharge be placed
above the proposed finished floor elevations to induce settlements in these building areas. The
crest of the surcharge should extend 5 feet outside the building footprints.
Settlement Monitoring
We recommend that several settlement monitoring plates be installed prior to placing
any new or additional fill in the building areas. Please refer to our design report for an
example of a suitable settlement plate and detailed settlement monitoring recommendations.
Cc: MBK Northwest
Mason Frank, Fax (503) 684 -7272
Rob King, Fax (425) 778 -1921
(isoEngin•er.I
KPFF
Gregg Hobman, Fax (503)227 -7980
0003
RECEIVED
pn.No; 1 30402 Vfs F• 'TUKWILA
cr p 1 7 1998
City of Tukwila
C)
John W. Rants, Mayor
Department of Public Works Ross A. Earnst, P. E., Director
NOTIFICATION OF UTILITY PERMIT ACTION
TO: PERMIT CENTER
FROM: PUBLIC WORKS ENGINEERING
DATE: MARCH 10, 1998
SUBJECT: PARKWAY SUPERCENTER
Pre -load Future COMP -USA
17420 Southcenter Pkwy
Project No. PRE97 -037
Permit No. M198 -0022
Contact Person: Mr. Todd Rankin
Phone No.: (425)885 -3797
THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE
IN ACCORDANCE WITH THE PLANS APPROVED ON March 10, 1998:
Permit Fee
Land Altering $ 283.50
Total: $ 283.50
Two copies of confirmed Utility Permit Application Form, with plan
are attached for inclusion in the permit file. If any questions
please advise.
JSS /jjs
Attachments a/s
cf: PW Inspector (w /copy of application /plans).,
Development File (w/copy of application /plans)
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188
Phone: (206) 4330179 • Fax. (206) 431.3665
FEU -20 -98 FRI 10,36 A(1 SIERc RA CONSTRUCTION
FAX N0, 1 425 885 4330 P, 02
Y have examined the original document and certify this a copy of that oriimaL
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DEPARTMENT OF LABOR AND INDUSTRIES
THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A
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SIERRA CONSTRUCTION CO INC
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STATE OF WASHINGTON
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