HomeMy WebLinkAboutPermit MI98-0021 - PARKWAY SUPERCENTER - BUILDING PAD AThis record contains information which is exempt from public disclosure
pursuant to the Washington State Public Records Act, Chapter 42.56 RCW
as identified on the Digital Records Exemption Log shown below.
M198 -0021
Parkway Supercenter
17420 Southcenter Parkway
RECORDS DIGITAL D- ) EXEMPTION LOG
THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION
Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule
The Privacy Act of 1974 evinces Congress'
intent that social security numbers are a private
concern. As such, individuals' social security
Personal Information —
numbers are redacted to protect those
Social Security Numbers
individuals' privacy pursuant to 5 U.S.C. sec.
5 U.S.C. sec.
DR1
Generally — 5 U.S.C. sec.
552(a), and are also exempt from disclosure
552(a); RCW
552(a); RCW
under section 42.56.070(1) of the Washington
42.56.070(1)
42.56.070(1)
State Public Records Act, which exempts under
the PRA records or information exempt or
prohibited from disclosure under any other
statute.
Redactions contain Credit card numbers, debit
card numbers, electronic check numbers, credit
Personal Information —
expiration dates, or bank or other financial
RCW
15
DR2
Financial Information —
account numbers, which are exempt from
42.56.230(5)
RCW 42.56.230(4 5)
disclosure pursuant to RCW 42.56.230(5),
except when disclosure is expressly required by
or governed by other law.
Pa
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CQ.vt'{�er
I /
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 -9110 Permit No: MI98 -0021
Address: 17420 SOUTHCENTER PY Status: ISSUED
Suite No: JEWELRY STORE /SPRINT PCS Issued: 03/16/1998
Location: FUTURE SITE OF JEWELRY STORE & SPRINT PCS Expires: 09/12/1998
Category: OTHR
Type: MISCPERM
Zoning:
Const Type: Occupancy:
Gas /Elec.: UBC: 1994
Units: 000 Fire Protection: N/A
Setbacks: North: .0 South: .0 East: .0 West: .0
Water: TUKWILA Sewer: TUKWILA
Wetlands: Slopes: N Streams:
Contractor License No: SIERRCC145N8
OCCUPANT PARKWAY SUPERCENTER PAD "A"
17500 SOUTHCENTER PY, TUKWILA WA 98188
OWNER PACIFIC NORTHWEST GROUP A
C/O GEORGE MCELROY ASSOC INC, 3131 S VAUGHN WY STE 204, AURORA C
CONTACT TODD RANKIN Phone: 425-885 -3797
16715 NE 79 ST, REDMOND WA 98052
CONTRACTOR SIERRA CONSTRUCTION CO INC. Phone: 206 885 -3797
16715 N.E. 79TH STREET, REDMOND, WA 98052
k*** k***************• k***** k**************************• k** * * **•k *** *•k ** *** ** *•k * * ** ** * **
Permit Description:
PRELOAD FUTURE BUILDING PAD - (FUTURE LOCATION
OF JEWELRY STORE AND SPRINT PCS).
k**********************************• k****************** * * * * * * * * * ** *•k * * * * ** * * * * ** * * * **
Construction Valuation: 9; 14,500.00
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 Timer End Time:
Land Altering: Y Cut: 1815 Fill: 1815
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N Private: N Public: N
k**************************************************** * * * * * ** ** ** * * ** * * * *** * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 174.00
l******* * *•k * *k * * *** * *•k * *k * * * * * * *** * ** * **** * * * * * * ** ***** ***** * *k *•k* * *k * * *•k * * ****
Permit Center Authorized Signature:
Date:
I 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 per
Signature:
Print Name;___
Date:
thtv;s
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 Cen(
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: W�f f'/ v f f�_�
/2-61-41C.,
7
Value of Construction:
Site Address: / 74 Q d' / �/3U City State /Zip:
VI) ∎ -rz fc1. - -4 - - (,✓Q- eM08
Tax Parcel Num er:
'267-3% P — 1 Ito —Iq-
Property Owner:
,
Phone:
9)43 - 6,q rr RHO
Street Address:
- ° ,:
Cit State /Zip:
'A CI(- 'f t/e fifk) Vt 6 Z
Fax #:
15'413 -- t'0.9t1 -9-2--?-2
Contact Person:
^ 1
Phone: q �' �DS-
Mr '
�G��
Street Address:
,-
City State /Zip:
at , . „ ., 0
Fax #: `1 c,6L 3
��g�s' 7�?!�
Contractor:
C S-fAuc- -fz:o� co 1 (xi &
Phone:
L - e - ?v
Street Address:
avq.'I,. l
City State /Zip:
`k'` s : gelwnetuol. i 1,00._ `=&4i -'Z-
Fax #:
L f W' e r- 430
Architect:
5 ti4
Phone:
93 - 67o - 02
Street Address:
.SOD st o4641;04)5
City State /Zip:
P-v, 415600 a oi- pior
'
1CPPF
Fax #:
563 - f79.6 - o?ts"
Phone:
3*a3 -v- -32 1
Engineer:
Street Address: City State /Zip:
111 pig 4v F , #ano , 1- al.r t. , 42- 9?07-1--'
Fax #:
6-63 - z ~ —9?8 d
MISCELLANEOUS; PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT)
Description of work to be done:
rjyjija d1it,CrP�i�S� (P i
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes o
Attach list of materials and storage location on se •crate 8 1/2 X 11 paa er indicating quantities & Material Safety Data Sheets
❑ Above Ground Tanks ❑ Antennas /Satellite Dishes LJ Bulkhead /Docks ❑ Commercial Reroof
❑ Demolition ❑ Fence ❑ Mechanical ❑ Manufactured Housing - Replacement only
Cl Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems
❑ Ternporary Facilities ❑ Tree Cutting
. APPLICANT REQUEST.FOR MISCELLANEOUS`PUBLIC:WORKS: PERMITS°:' .::
❑ Channelization /Striping
❑ Flood Control Zone
❑ Landscape Irrigation
❑ Storm Drainage
❑ Water Meter /Exempt #
❑ Curb cut/Access /Sidewalk ❑ Fire Loop,,/,,(Hydrant (main to vault) #: Size(s):
la Land Altering: CutJ8lfcubic yards Fill /cubic yards 0 sq. ft.grading /clearing
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
❑ Street Use ❑ Water Main Extension 0 Private 0 Public
0 Deduct 0 Water Only
Size(s):
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s : Est. quantity: gal Schedule:
(71 Miscellaneous DI Moving Oversized Load /Hauling
MONTHLY "SERVICE BILLINGS TO:: <`:
Name:
I Phone:
Address:
City /State /Zip:
0 Water
0 Sewer
0 Metro 0 Standby
WATER 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 acce ted:
- ii. jb
MISCPMT.DOC 7/11/96
Date application expires:
Wif
AppllhtIQn taken by: (initials)
ALL MISCELLANEOUS PEP T APPLICATIONS MUST BE SUBMI
D WITH THE FOLLOWING:
..,ALL.DRAW4(GS %HALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
)%4s% BUILDING.AlT i LANS 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
➢ CIVIL/SITE 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 exceeds 2:1
Submit checklist . No:: M -9,
Antennas /Satellite Dishes
Submit checklist
Awnings /Canopies - No signage
Commercial`Tenant :lm. provement
Permit
Bulkhead/Dock
Submit. checklist No:.
'Commercial.Reroof
Submit checklist . No: M-
Demolition
Submit checklist;
a.:.
Fences - Over 6 feet in Height
Submit checklist No: M=9. ,
Land Altering/Grading /Preloads
Submit checklist No: M =2
Loading Docks
Commercial :Tenant,Improvement
Permit:: Submit, checklist.Not:H -17
Mechanical (Residential .& Commercial)
Miscellaneous PublicWorks .Permits
�' Submit' cliecklist`.'No:,'; M -B
'Residential only` N 6' H- .16 :.:
Submit`checklist? N 9,< .;
o: H-
Manufactured Housing (RED INSIGNIA ONLY)
Submit checklist
Moving.Oversized Load /Hauling
Submit .checklist
o:
Parking Lots
Submitcheckiist, No: M-4
Residential Reroof - Exempt with following exception: If roof structure Residential Building;Permitl
to be repaired or replaced Submit checklist . No :. M -6, .
Retaining Walls -Over 4 feet in height Submit checklist '''NO:. M11. ;
Temporary. Facilities M -7'
❑
TemporaryPedestrian Protection/Exit Systems
Submit checklist': No;
Submit checklist..: ;No :.
Tree Cutting
Submit tchecklist No :: M=
❑ 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 architect/ engineer, or contractor licensed
by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this parrnit application 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 I AM AUTHORIZED TO APPLY FOR THIS
PERMIT.
BUILDING OWN - ii'1i a. THORIZED AGENT:
Signature: Bir
Date:
2/ Iscr- et g
Print name: _1.._
_AA-
/ c :f•-)
Phone: f r
-
Fax #.
�` . � u
Address: 10-1S-
/41e-
Imo-
City/State/4w,
.
100S-2—
h. ,.
MISCPMT.000" 7/11/96
:fit
4 , , r.
• R
Address:
5clite:
Tenant:
Perri t. No M198 -0021
atat"us: ISSUEb
Type: MISCPEPM'.: Applied 02/17/1903
Parcel,. #:* 262304 -91111 Issued: 03/1 " /19
k*' h: A' kk k *.•k'h *'kk *leA -lc k-•trhGk :h•kk* *le *'k *kA **. ik*!k4:**.k** le4**' k*.• kh *•k4le:*h,% * **1;�Ykk *lk*•: *`.
Pe rip i t. +pond i ti onu
1, No changes wi 11 be • Made to the .plans unless approved -by. the
or Engineer and the, ju.I ;.w,i...ia Bui 1d,ing 'di0Sion.
All permits, inspect for .r ;cor'lsu>;.ani`i^ p'p,r}oved pLiflS :sha11
available: at the job sxite-4)F.ior to7the 4tfa'vt,,rot any con-
struction. The,> „�ydocii;nar)t+s,:ar�e to'�be 'maintained and ava,i:1
able unti 1 f ina�l' Insiaect1cn ,appr o�+d fi1 is 4r:41-It ad;
Al 1 construct:lo» to . be ti >td'on.e 'si'i••, cont'°bru.manoe`' with a'i it -oved
I) 1 a xi s and . rf;.�e;q u 1 r eeni e n t s,�, Of 'the U n i f o r n LR uri`i dip gr .Cod' '(1994
Edition) as: amenda,d.,r 1, ;., t! ...
. Validit of Perm,it:% :rye iss;;i•fi.. , .
�' . h � � .a t c. a o f a p'e r .fir i t d r: ',� ;pro:. v a.,l{ o
plans ,pyp'eciti`oatio?1_ and nnnipU ations ,ha''ll 64 ,r,heCort'; {;,;
s.tr ue,d.to rbe a per,Mit ford` ,ar an •approval of,' a.nv Avlolat•i.,o
of any,,taf 'the pr ov is i oil.S ••,of,.,ithe b,u II d i n9 code or of 'ari'y ' +''
9the'rY. or di'na_rice,.af the.. urisdirt�9�on. No permit' p'r,e's' "uM0g;
give auth`or; t:y::'to vio�l'ate on c'ance.,i.,.;the provisions of WI
code,.•sha11. he :•valid ' <,,. 'i ,t',.
5. Ternpoi ar y 'ero ion :pontr•.ol 1064 ures shafl.;l b;e rmplemented as
the�,f it st order ,of..wbu,inessq to;, pr .e'vent% sed:imeritatio off`;
site or into ;e"ist•rn+q• stor >o°,dr *a'i'n'age f- ca s, i; r.' -
The cite .,ha 11 ; '-:have pc:i m ne'r.t er,ostp c.'ont �01 mea:ur,es i n 3
place a�sf'�soon aS' pyoss;i b l e after final grading has bean'. ; :
carfpleteci and pr icir ..,6J heilFin'a1 IilsPe,utiiin. ' '
1L.t},i _ x. L:' „.-,.,,,,,,,,,,,,;:/,,, J 44. '�L '' x• �.I L..:
?e4'suf Coov4. Cfly
PLAN REVIEW / ROUTINQ SLIP
ACTIVITY NUMBER M198 -0021
17y40 17q30 5c, fr. PPy
PROJECT NAME
DEPARTMENT:
G DMSIO
WORKS 3-PActS
By Q3- (Qc;
PUBLIC ORKS
PARKWAY SUPERCENTER — 'A'
DATE 2 -17 -98
/\ v
PREVENTION ❑
AJU' a -iq g
STRUa ❑
NO(C('
P INGD� IN ❑
PERMIT C00FtD TOR
DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 2 -19 -98
COMPLETE ❑ NOT COMPLETE ❑ NOT APPLICABLE ❑
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE 11 NO FURTHER REVIEW REQUIRED ❑
ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
DATE
APPROVALS OR CORRECTIONS: (ten days)
DUE DATE 3 -5 -98 •
APPROVED ❑ APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) ❑
REVIEWERS INITIAL
DATE
CORRECTION DETERMINATION:
DUE DATE
APPROVED 1-1 APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments)
REVIEWERS INITIAL
C:ROUTE -F
DATE
(Card tcadou of occupancy required.
)
r;rt,tn�;;r
INSPECTION RECO
Retain a copy with perm
INSPECTION NO,
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
M.1-1g -0021
PERMIT NO,
(206) 431 -3670
Pro' ' 2 ai
k n
Type of insp ion:
Date called: I
Address Ih '-
Special instructions:
Date wanted:
/ q .
Requester:
I Y2l�L ,l
G�
Phone No.:
Approved per applicable codes.
COMMENTS:
ti ILO
Inspector:
Corrections required prior to approval.
6J
Date:
1 kki(0
ED $42.00 REINSPECTION FEE REQUIRED, P'ior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 1 00: CaII to schedule reinspection.
INSPECTION RECORD,.
Retain a copy with perm
INSPEC Iu.∎NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT NO.
(206) 431 -3670
Proje ;�i� f
Type
Ion;
Address: ,ie,e 4 041>
/7S 00 °- 5c 1ptee..,y
a fed
a.m.
P.m:
�
96
Special instructions :
Date w me ,
f i U
Requester I�
Phone No.:
pr Approved per applicable codes.
Corrections required prior to approval
COMMENTS:
Inspector
I
Date: fir
$42.00 REINSPECTION FEE REQUIRED.. Prior to inspection, fee: must
be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection,
INSPECTIO N
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
INSPECTION RECORD,
Retain a copy with perm',
fr!110 -004
PERMIT NO.
(206) 431 -3670
Projector
:_IL . � _ Po' ' 1
Addrrit ess. . ._ raY` 624.4
.4
I
Type of inspection:au /) _ n
a~'jjjr�,�
Date called:
� -
' 7 -7g
Date wanted;
j 1....2.... q8 p.m.
Speciall•iinst�ruction" s: 1
'I7vi PCs bi
'��np l � ,, 11 �
t ' ""~ tat6�^-'
Requester: �D�
Phone No.:
r 4- 1z5 .
Approved per applicable codes.
COMMENTS:
1
Corrections required prior to approval.
Inspector:
6v Date: 11(.7 '73
$42.00 REINSPECTION FEE REQUIRED. Prior to .inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
�*• e*^!: x•:^ �wwisr .,y;.^- a•.:��+.vrr.A"+s�Si'F* ors`-'. ��+ �!'+.. nws�;:•' rr.. �- �M•. X�'°.. artr•, y;:^ �crfl'+ �rtt ,TT'^"::�- ar;,.e.. »:,',4iiwi ,,.i�.cud:,'_,,�.. ,..e...
INSPECTION REC
Retain a copy with it
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100,' Tukwila, WA 98188
Project: S.litFZ 1 -
aN-�'1
/, ,
Type of inspection: LA
Address:
MY2-11 SC i
SF
Date called:
/ / 5 /A)
Special instructions:
Date wanted: /
3 i�/
a.m.
p.m.
Requester:
Phone No.:
Approved per applicable codes,
Corrections required prior to approval.
COMMENTS:
3/17 //if-W./04-
' /gfio u,. M5c
1 Inspector:
thi/
Date:
V43 fA
$42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspectlon.
r•k•k.4•A•k***k*A *A•hk *.kA* A*** 4 *A*:1h:kk•.1 * ** * **A **k•4•k•hh_ulkkA*A*AkkA
:ITV OF TUKWILA, WA . TRANSMIT
r •h•1•k•k•hA *A•h•kA'k•k*4•iA•A ** k* •b,•k,h•k•i.k,6A**A•kk *•A•kAA• +A hAir.A1e*AA•Ak•!ta•k*4•A* h.•k:1•v
1 RANSMIT Plumber: R97OO727 Amount: i 74.00 0O/t6/98
Pa;rment Method: ciI:CI( Notation: SIEERRA : CONSTRUCT ` .t i t.:: ULH
Permit Na: MI` 8- -O021 Type -: • MISCPERM MISCELLANEOUS PERMIT
Parcel No: 262004-9110
Site Address: 17420 SOUTHCENTER •P.V
Location: FUTURE .11E OF . JEWELRY STORE & SPRINT P(
Dotal Fee *: 174.00
This Payment 1.74.00 Total ALL Pmts: 174.00
Balance: X00
rAlt+ A• 0tit oh* ik* *4s**AA4 *iik4AAi.•i•Ah*41%*1, k•hkA,.A*A•AltAa1.**4 AA"r *k.•hkI*40•* *
Account, Code . Opsci^iptian.
. 000/322,400 L.AMD ALTER I:P1f3 P.ERMIT ' FE:E
000 /345„ 030 LAND, AL'rLRTNG:PLAN GHE:C1(
Am'aunt
:1.44.00.
3().00 :.
•
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..,.,•. .. � r:.R..L i. ..._ r!. �.�..i.,,.�S,a.:nt.!r to n :s. � �,t. ,.�s •:fit,., it ��.�.t�nu:.,�..e.1�t4�rt:f.�a�� ry��tLi9 _ t. t$„„ �ti. ��i.,.• 6ed�?�rbab '�,�7<,�: +fui',r4o�?t�s.5:�
, 021,05/08 THV 10:08 FA! 425 80/' 0050 GEO ENGINEERS
GeoEngineers
MEMORANDUM
Q002
Redmond
TO: Todd Rankin, Sierra Construction Co., Fax No. 885 -4330
FROM: Jack Tuttle and r Ove Engineers
DATE: February 5, 1998
FILE: 1284 -028 -01
SUBJECT: Building Area `2', Pad `A', and Restaurant Pad Surcharge Recommendations
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 recommendations 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 11! 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 to 3' 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 maximum
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 notch
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 0 o B n g i n• e r
1 Fll. No. 12140211A14I 90a`ove0
_ — - ACr _ 70/(74„
02/954'08 TNU 10:08 FAX 425 86/1.- 0050
Todd Rankin, Sierra Construction Co.
GEO ENGINEERS
February 4, 1998
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 toll 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 11/2 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
Q e o E u g i n• s e•
ICPPF
Gregg Hobman, Fax (503) 227 -7980
@1005
Fill No 12$4'02$ -01
•, SIERRA
CONSTRUCTION COMPANY, INC.,
16715 N.E. 79th STREET
, REDMOND, WASHINGTON 98052.4425
(425) 885-3797
Pay : * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Six
• • WILMINGTON TRUST COMPANY
MILFORD, DELAWARE
PAY
TO THE
ORDER
• OF
1
City of Tukwila
6300 Southcenter Blvd.
Tukwila, WA 98188
L
• °3 '
hundred thirty -one dollars and 50 cents
DATE
March 16, 1998.
CHECK NO, AMOUNT
51714 $ * * * * * ** *631.50
SIERRA CONSTRUCT . N CO., INC,
t•.l••.t•4,4r4AlcA. *I;*• a.• 4k; 4; 4, 4** Ak •t•b-1••t•+••la;•.1+•.l*A.:rAk: k*'**.l eA: F :L;•t•t•;'4i,*.41.4:•k+l.:• **A'
C1TV OF T1'I(WILA, 'WA TRANSMIT.
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1 RHNSMI:T Number: 89700727 Amount: 171,00 03/16/98 10:10
. PaymentMet hod: CHECK Notation: SIERRA CONSTRUCT Ini: 13LH
Permit Na: 14I98 -0021 Tyv,.. MI31 ::PERM MISCELLANEOUS • PEI4t•`•IT
Pkr'rre 1 Na: 262001-91:0 •
Site Addrees: 17420 00U'FHC:.NTER PY
Loci:t;or:: ELI11IF •: S1'1E OF JEWELRY STORE &SPRINT PCS
Iota] Fen *: 1.7400
This Payment 171(.00 Tcta1' ALL Pmts: 174.00,
13ai ence: „00
*AAw *st *A *A *ic�x *A� L k�.k•L b *A+A1,A,4�y *R+ 4kkAki A A*4,■kia AAtt•1: * /•1.4( k:14 ****
Account Corte
000/322.100
.. ' ( >00 /34:5.830
p,escl^illtisln
LANG •ALTERING PEkMIT:F'E:E i= 4.70 y
LAND ALTERING PLAN CHECK
09` V2),
3037 03/16 .771 0 : TOTAL 631.50
City of Tukwila
John W. Rants, Mayor
Department of Public Works
NOTIFICATION OF UTILITY PERMIT ACTION
TO: PERMIT CENTER
FROM: PUBLIC WORKS ENGINEERING
DATE: MARCH 10, 1998
SUBJECT: PARKWAY SUPERCENTER Pad "A"
Pre -load Future Building Pad
17420 Southcenter Pkwy
Project No. PRE97 -037
Permit No. MI98 -0021
Contact Person: Mr. Todd Rankin
Phone No.: (425)885 -3797
Ross A. Earnst, P. E., Director
THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR'ISSUANCE
IN ACCORDANCE WITH THE PLANS APPROVED ON March 10', 1998:
Land Altering
Permit Fee
174.00
Total:. $:174.00
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
FE8 -20 -98 FRI 10:36 All SIERRA CONSTRUCTION FAX N0, 1 425 885 4330
Y have examined the original document and certify this • a copy of that o
1 '
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cifir Public '. 3• ' •
sI' .gat , /4/
My Corn..
Dated ,.10're..
or
for the St
n expires
1 • •
of Washington
P. 02
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DEPARTMENT OF LABOR AND INDUSTRIES
THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A
SIERRA CONSTRUCTION CO INC
16715 NE 79T;i ST
REDMOND WAI 98052
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STATE OF WASHINGTON
gd2S 43524I .121
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SIERRA CONSTRUCTION CO INC
16715 NE 79T;i ST
REDMOND WAI 98052
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STATE OF WASHINGTON
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