HomeMy WebLinkAboutPermit D98-0232 - DREAMCRAFT HOMES - NEW SINGLE FAMILY RESIDENCED98 -0232
12061 46 Ave. So.
Dreamcraft Homes
City of Tukwila (
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 334740 -1210
Address: 12061 46 AV S
Suite No:
Location:
Category: NSFR
Type: DEVPERM
Zoning:
Const Type: V -N
Gas /Elec.: GAS
Units: 001
Setbacks: North:
Water: TUKWILA
Wetlands:
Contractor License No: MJFHOI *092DA
OCCUPANT
OWNER
CONTRACTOR
Permit Center Authorized Signature:
Signature:
Print Name:_
DREAMCRAFT HOMES
12061 46 AV S, TUKWILA WA 98188
DREAMCRAFT HOMES
215 E MEEKER, KENT WA 98132
M J F HOLDINGS INC
215 E MEEKER, KENT WA 98032
!\_6„,+-
DEVELOPMENT PERMIT
.0 South: .0 East: .0 West: .0
Sewer: TUKWILA
Slopes: Streams:
Permit No:
Status:
Issued:
Expires:
(206) 431-3670
D98 -0232
ISSUED
12/08/1998
06/06/1999
Occupancy: DWELLING
UBC: 1994
Fire Protection: N/A
Phone: 253 859 -9697
Phone: 253 259 -9697
CONTACT VICKIE MARTIN Phone: 253 -859 -9697
215 E MEEKER, KENT WA 98032
****************************************** k********** * * ** * * ** * ** * * * * * * * * * * * * * * * * * * **
Permit Description:
CONSTRUCTION OF NEW 1,814 SQ FT SINGLE FAMILY
RESIDENCE WITH A 660 SQ FT ATTACHED GARAGE.
PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, SANITARY
SIDE SEWER, STORM DRAINAGE AND 3/4" PERM. WATER
METER.
* * ** * * * * * * * * * * * * * * * ** It * * * ** k ** k * * ** ** ** * *yl ** ** ** k ** * ** k * * * * ** k** * * **** * * * * * * * ** * * * **
Construction Valuation: $ 146,764.62
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: TKF
Curb Cut /Access /Sidewalk /CSS: Y
Fire Loop Hydrant: N No: Size(in): .00
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: N Cut: Fill:
Landscape Irrigation: N
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: Y No:
Sewer Main Extension: N Private: N Public: N
Storm Drainage: Y
Street Use: N
Water Main Extension:. N Private: N Public: N
***************************************************** * * * * * * * ** * * * * * * * * * ** * ** * ** * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 9,464.21
********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * ** * * * * * * * * * * * * * * * * * * * * * * * * * * **
Date: 1
Date: /2 .d'
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 )ermit.
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 No: 098-0232
Address: 12061 46 AV S
Suite:
Tenant: Status: ISSUED
Type: DEVPERM Applied: 06/30/1998
Parcel #: 334740-1210 Issued: 12/08/1998
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Permit Conditions:
I. No changes will be made to the plans unless approved by the
Architect or Engineer and the. ykwija Building Division.
2. Plumbing permits shallybtital,ned:Ocalghhe Seattle-King
County Department of Public Health. w i l l 1 I be
inspected by that agency including all gas piping
(296-4722). ,
3. Electrical permits,.shallbe obtainedthroughthe Washington
State Division of Labor and Industries and411,eled'trltal
work will be inspected by that agncy"A2413-660).
4. All permits.nspection*recordSe and approved plans:-sfialli,be
available at the job'''site.priartothe start-oCanY
,struct,t6'n. These documents are tobe maintained andavail.
ablef4601, final:inspecti6nVapproval is granted':
5 All Anhanioal work shall be under separate permit issued
5i
6. Any, material shall have a,,Flame,
Spread Rating of 2,5 and material shall bear l'Aenti4
fication showing the fire performance / rating thereof.
7. All,:constr6ctAon-to,be donbtin approved 0'
plant and reqtiirements of the Unj.forin Code (1997
Edition) as a'mended,-Un Code (1997 Edil
and Washington State. Energy 'C00 (.1997 Edition). j
8. Subgrade preparation.--includin4AraInag ekcavation
,
compaction, and fill requirement shajLcorifor'm strletlywlt:
recommendations given in the soil 11,4
9. There shall be no occupancy of the'buil until4he
final',insPectionhas been completed by'':th'e TilkwAla Build14#
Inspe'qW.
10. Notifys4he City “of Tukwila Building Yiv+Sii5n,/priprto
placing any concrete. : This procedure is in addition
- ,
b y th C it y , Individual it), ,6wnvrsollt required, b ,
requiremeOtsfor:special'inspection.,,,
11 dfscharill
not functiom,: unless the 0
,re system 1'n: to
install the portion the'system,,asso'OiatedN'their lot.
Applicant proceeds -at risk, drainage
system construction is by individual lot
owners. The City will noi drainage
improvement identified on the plan dated 2-18-97 and
approved on 4-23-98. If applicant desires to complete any .
or all of the storm drainage system the City will issue a
separate permit for work in the right-of-way or on an
adjoining lot if easements are secured from the lot owner.
12. The sidewalks shall be installed per plan dated 2-18-97 and
approved on 4-23-98. Any curb cut access shall be done per
City of Tukwila's Standards.
13, All conditions associated with BLA L96-0077 shall apply to
this permit.
14. Temporary erosion control measures shall be implemented as
the first order of business to prevent sedimentation off-
site or into existing storm drainage facilities.
15. The site shall have permanent erosion control measures in
place as soon as possible after final grading has been
completed and prior to the Final Inspection.
16.. Driveway width shall be a 10', 'minimum and 20' maximum. Slope
shall be a maximum of 15%. Turning radi i shall be a min imum
of five feet.
Driveway, shall be .paved within 30' of right-of-way...
17. Hauling. over 50 cv shall require application for a Hauling.
Permit prior to any associated activity:
18. New construction and substantial improvement of any
• residential structure shall have the lowest floor, including
'basement; elevated. to a 'minimum of one foor above the level:.
- base flood elevation. (100 year)
All buildings will be constructed and certified as. built at
or above elevation shown on approved storm drainage plan
..dated 2 -18-97 and approved (NGV Datum 1929)
19. • Enclosed areas below the .lbi�iest floc shal.i be designed to
automatically 116od:fisrc`,e.s. A.mimimum
,of two open i ngs,, h ng a toga 1; net area: of not l e: s than 'one
square inch for; every square, f,00tr of ens T;osed ar e subject,
to flooding iai1 be,. 0 . ' 9 v i d e d and with Web o:ttoaR,'o Na 11,
openings rlq' higher_ =than ne foot „.above gra'd;e ° .
.Open i ngs,_may he: equi p with' Screens', 1 cover: , or; other * •
covers n gs or, dev c :es provided that they permit the utomat i c
.entry and ex`i t\. f },00dwater•.s ' `, }t "
20 Anchor 0 > -A11 .n and,, substantial �mprovemeri
shallr`be anchored to prev'en't, flotation, collapse., or' iate'r'i:
,. 'o-1
movement of .,the structure.
21.. a ndi41 t:e'ri ng Igrad i ng), to b:e;' 'carr�i n.
ed.. out in a ccordace,';W
the ap;�la!t!, •dated 2- 1L -97' `and". approvedF°'on 4 23 -98' •:
22. Downspouts drivew.�'y,''pa.tio..'and drainage• from other .:.,.
impervious ,areas .shall tie roT f:ecbe;rf i an._pn -s'ite stro`m
drag system :D sha }1 tbe'J 4 ” 'mi i diameter, PVC
sch X 4'0
edule or . rcor,reg ra.in_ a•te'd ; pa ly etha;lyne Sri pe wi . a ,.'smooth:
int`erio,r�tiswa 1. "'N�'► ADS•: "fle ; pipe' D'ra °in'.sha11 be laid with
a minimum- 1% slope for ,�graVity ,.disch,arge..'to location •
app by Pu.bT is Works Dept. ,` Gownspoyt :r sha11 . not 4,n
on
to *0oting, :;.dra :ins. .Footing drain ,;and down spa.uts`m v : s h a re
a single' di'sohirge, pipe downstreamf.' the—.}oreSt footing..
dram. NS ��, :, • , s
23. The City of Tukwila has an undergrpndirig ordinance requ'i r n g'
• the powte,r, telecommunications, ,`a,nd `r bTe ser lines b0}; ?`
underground from the, point of ,connecefon-- ort the pole, to.. the
house • • }' f Yf ✓ x AS.�'
24. The app}scant must notify: the +City utility irispe "'tor^ <
206-433-01 .7`9 upon commenceme,nt'''an`d "'c l et ion of work.
24 hours ;.,in advance. ,, All_ inspection reques ti`'µf.or
ut i l i tv wuri: mus; be made. 24 hours i n advantc
Applied. Date 06/30/1998
Issued `Date: 12/08/1998
Permit No :.
Status:
Site Address:
Locat'i on
Water Meter Type
Water Meter Size:,
Quant tu'
Wor'k.:Orderf�4
Connection Fees;,,.
Install D,�epostt:'
Add '.1 Install/Deposit:
Plan
Inspet 't` l ori`''Feae
Water
Special Asses- sment:
. Otaher "'yF ee':
TOTAL WATER
PUBLIC WORK§
Project Name/Tenant:
Prato �! /�
I.�YUC � �'
Value of onst u tlon:: //
l �iO ! & �ij Zi
T� P ael Numbe
3tii )r: �)1( ) _ ( _; ,)_
! / (C. ip:
Site Address: /J / /,, Q �, }� A Cit ` Ste Z
-O 1�V`J Fil.(� S I(U
Owner: .*---
Property Owner:
(
Crt f 4-6-nes
Phone:
c s) %5ci - G. (047
Street Address: City State /Zip:
� t 5 t Itlee k ee- , lCP,,.4 ui(\ q aiu 3a
Fax #:
f - 5) J - 5ac6
Contractor:
IY13- r 1-lotri.n Inc_ •
Phone:
(am) WI — ct to cf7
Street Address: City State /Zip:
ai5 E Meek 14(.4 l,Uf4 C ti3 a.
Fax #:
� -1 — 'sue
Architect: n lei
Phone:
Street Address:
City State /Zip:
Fax #:
____
Engineer: rR n
o �rC ph
-} Ek'�SOC I, U.
6
Phone:
b") (0 31 5353
Street Address:
3 19.1 I
City State /Zip:
pL SE ,r- U .-� A aFQ�(o U -�1 �
F #:
( co. 1- 5`:
Contact Person:
U ace ino�. -41n
,
P one
3.) i Q6 97
Street Address: •
r- e f 4
City State /Zip:
ken* t.t e.r- . ke Ctko3a-
Fax #:
( 3) I - 5308
Description of work to be done:
Q S &'1 ) St f nJj t�Sj CLnw.
Type of work: ew Single- Family Residence ❑ Addition - Single - Family Residence
Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure*
❑ Remodel /Addition to Accessory Structure ❑ Garage(s)
❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof
Is this site served by: i! Sewer El Septic (King County Health Dept. approval required - 296 - 4722)
Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s)
sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck
Proposed New Square Footage: t ` dl LI sq. ft. Dwelling ' sq. ft. Covered Deck(s)
(r (c (' sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck
Floor Area Ratio: (total floor area of all structures divided by the area of the lot) • 1 tr , 0 I 21111-.1---__ , V/ .
7 ,.2,3 ,
For an Accessory dwelling, provide the following:
Lot'area Floor area of principal dwelling Floor area of accessory dwelling
• Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence.
Single- Family Residential Permit Application
APPLICANT REQUESTiFOR.PUBLIC•W.ORKS SITE /CIVIpPL'ANREVIEW,;OFTTHE FOLLOWIN
, 1Addltloria0eiilews shal !'be.deterinlhedly."thePublIC Works•Department w
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk %►' Fire Loop /Hydrant (main to vault) #: ' Size(s):
❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds.
❑ Moving an Oversized Load: Start Time: End Time:
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
EI,Water Meter /Permanent # I ' Size(s): :;/./
❑ Water Moter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous
CITY OF TUK WILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re-
viewed 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 ex-
pire 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:
(ir T9 4d'
SFPERMIT.DOC 2/13/97
Date application expires:
Project mber:t
APormlt Nuttitiert
Appllcat by: (Initials)
PLEASE SIGN BACK OF APPLICATION FORM
BUI LDINGOWNER .OR+'AUTHORIZED'AGENT:
i rN.. ". *4 "1.. .. • % C.
= ,p�:; <;a i)til �i'O:�j '•..
Signature: I
i. 1.1 if
I
I.1 {•:.• ..(.`, '
k )
`
1
I
( ••t `i, „, 1)1.
1
I Date: ,
1 1 q k
I
Print name: �. I l (. lU P
t.tiL ': �k
r
Phone:
1)'] 2. �`-iCl q 1! 0 1 • !!!
Fax #:
r' Sl' '5 Jt.-1
Address:
�.) I `) C.
(1 C f . I a r `
City /State/Zip:
t : "c ,• . i 1.o`1
(1St) 3 3-
SFPERMIT.DOC 2/13/97
� I Y
DRAWINGS PREPARED BY A RE ^tSTERED ARCHITECT OR PROFESF•'INAL ENGINEER MAY BE
REQUIRED BY THE BUILDING ti`. ,CIAL
ALL W,
sioet B AT A LEGIBLE SCALE AND NEATLY DRAWN
BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
SUBMITTED
❑ Copy of recorded Legal Description from King County
❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department
(206) 433 -0179 for servicing district.
❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433-
0179 for servicing district.
❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12)
❑ King County Health Department approval for septic - 296 -4722
Four (4) sets of working drawings, which include:
❑ Site Plan (see example Form H -16)
1. Existing fire hydrant location(s).
2. Proposed access road.
• 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over
• 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741).
4. North arrow and scale.
5. Building setback from property lines. Any proposed or existing easements must be shown on plan.
6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width),
show proposed and existing power, water and sewer lines, existing storm drainage system,
downspouts and foundation drains, and where drains tie -in.
7. Parking plan.
8. Lowest building elevation (if in Flood Control
9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level.
10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers.
11. Identify location and size of significant trees that are located in sensitive areas and buffers or the
shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code).
12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the
high water mark.
13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form
H -9).
❑ Foundation plan and details
❑ Floor plan
❑ Roof plan
❑ Building elevations (all views)
❑ Building height
❑ Building cross - section
❑ Structural framing plans and details necessary to completely describe construction
❑ ' Washington. State Energy Code Data (Gas/Electric /Oil /Propane /Heat Pump) Form H -15 available
at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6.
I ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception,
Variance, Shoreline or Tree Permit).
Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance
and other land use or SEPA decisions.
❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval
from the King County Health Department or the Tukwila Public Works Department prior to
submittal of permit application.
❑ 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; the applicant opert the is otherth n,f ao� pg,�; registered. architect /engttleerxor;cpj�t o,q�!IC#
by the State :of Washingtpn,'.;a notgr1 ed letter.frorp pr $ O w a of Zi g,the' #gent {o sub�(t thisjpa , t; ; �• i RCN!.
, ' ) h Lit , Y k `;" i V , `/� 4 M�1 L N '
obtain 'the`permit will tie:frequired.,aspa` n this subinittal.. ''�;, .. ,. ?; • . ,.t ;(1,1410f fit ∎„M4, , ; R,, �•,,
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.
I I t • • ,
Est **A*AhA*Ah *A.4.*A • A*** kkk* Ah Ahkhk* AkAkA* kh •.kk:k•kkA:kA
CITY OF TUI,WIL.A. WA 'fRfti'fSMIT
k: kk• kh**.*** A**** kA• A k*A *A *•A * *:kk *:k *k k *AAh**A* *A:khA * **Ah•k•k #:
TRANSMIT Number: 89700 879 Amount: 12.702.75 12/00/98 '13:49'
Payment Method: CHECK Notation: I)REAMCR(r'1' HOMES Inite Ill H
Permit No: D98• -023. Type: DEVPERM DEVEl.OP14LN'f PERMIT
Parcel No 334740 -1210
Site Address: 12061:46 AV •S
Total fees:
Thai:, Payment 12 Total ALL Pmts :: 13
Balance: 400
********* A************* *• * **A•k •k ** * * ' k * * * *•h* *fir * * *, * * * * * * *** * **
Account Code
000/322 ..100
000/345..030
000/345.830
000/386.904
000/342 ..400
412/342.400
402/342.400'
401/303.102
401/386.520
401/342.400
4.01/343.405
401.3
402.388'404
Description
RUILUl:NG.- 'RES
PLAN CHECK ° UTII:TTY
PLAN CHECK -. WATER .METEI .
STAFE BUILDING .SURCHARGE.
INSP FEE, - •UTI,LITY.,
INSP. .STORM DRAIN
INSP: FEE SME /888
WATER 'CONNECTION
WATER :(DEPY"
WATER INSPECTION:,TEE
WATER TURN - ON . FEE
WATER , ASSESS- ALL,UTOWN
.SEWER ASSESS- ALLENTOWN
• Amo'un t
10..22 ..25
20.;00
1.0.00•
1 5..00
15.00
60.00.
1.50.00
150 .
.3'
7 : 270.00
#1461 :12/09 :9711 TOTAL
ir...N .i,e,y 61;;;P 4 ii wgcY:t�r!'t.,i< .`0: yMN1
This Pavmer►t
t ai ,' 7,757
• A. * * * * **•kk *okk *sk * * * * *A* *0*' * *•A•rokA *A* ,4 *�.4 *A *,*Ail. * *tk * *i A•A * *•k A * *+k. * *:
CI1 V OF: TUKWI3.A: WA T41faI�SMI'r
:*•s * *. * *, * * ** �k,k *dA *A** *A• * *.41*• ** * * * * * *A44 - #. *d.* ,k*A * *i ok0c. * * *tAA
TRANSMIT Number. R9760 ?89 A�noui��a 729.;46-0.610/98
P�c�mertt" i�EtMr.►di CHECK Nct_atigrt: DR,EAMCRAFT k!C$ME4 1ri•it; 43LW:
Permi.t 46 D +0 x!23 Tvve.a..DLVPEPM DE:VEL.UPM PERMI1•
RArce1'.:.No 334440 --1220
i.te.Addr•ess:'1 "0
rtata1 Fees: 1 5t, 21,
729.4€ Total ALL P►nts 7z9N
33a1ar)cec 1 i2.�
•* *'* • A•, k**** okfi* A*****• l• 1• k**,* * * *, *fiA * * * *.*k * *, * *•* * *P?4*** a1* ** *:*•, * **A1'A►ok*
Account Cade De criultiun Amount. • •
000/3y 5. 030 PLAN CHECK •' .REEi ?29,N 46
Projectil t ati —r ac.iyi
Type of (r spectio ac ) ' `
Cal Ill I ( ac
�
vt a
Atddress:' ll''
L b#(p
Date called
Special instructions:
Date wanted: 6/ c j
G j
a.m.
P.m.
Requester: /� ( _ �
Phone / ` 0 . 0
..
5
INSPECTION NO.
COMMENTS:
pl Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Sou hcenter Blvd, #100, Tukwila, WA 98188
a
)4 1
Corrections required prior to approval.
PERMIT NO.
Inspector: Date:
El 4 $47.00 INSPECTION E Q. Pror to inspection, fee must be aid
RE REUIRED i i i f b p
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
COMMENTS:
Type otsp�cti4q:,r•_
Address ..J, .
Date c�lle l:a
Special instructions:
OT m ornirr1
3/ 'q s
_ /) ,. 6
/P �� 5141 Jdk
Cf27l cd�
.
5 /?o7 9
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rtn- r t
(4 ,
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,
41
(A f e,1-1
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/
7/
/b it 40- 5
lat tetim Ch roma24.
Type otsp�cti4q:,r•_
Address ..J, .
Date c�lle l:a
Special instructions:
OT m ornirr1
Date w5ty: 9
Requescl
65a )6019 — aPS
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -Y670
0 Approved per applicable codes. ❑ Corr ctions required prior to approval.
Inspector:
C,v
Date: / 2.4: " C "
0 $47.00 REINSPECTION ESE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
b retinIcrta ect:
Lo+(
Type of I spection:
uol- r.5rv�...
M r U01 " 4 co a ve s .
Da
Dat gntii e ! 9,. a.m.
p.m.
Special instructions:
!�
Re
UI er:
(Pe 6f0 ) (4019-Z
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
COMMENTS:
a
0 -/ .F/i/Ld
n Approved per applicable codes. El Corrections require • • rior to approval.
El $47.00 REINSPECTION FEE REQU RED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 1$10. Call to schedule reinspection.
Receipt No:
Date;
Project:
O reamc rat Hor ies
Type of Inspection:
sfory i d raina5e
Address:1 Z0 hi iieth five S
Date called: G _ 3 _ 9 -
Special instructions: Lo+ #6
Date wanted: q 0 9
a.m.
P.m.
Requester: j+ i
Phone: 20 679 -a6
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
ci300 Southcenter Blvd, #100, Tukwila, WA 98188
COMMENTS:
Inspector: ea t ✓ 1 A '
Approved per applicable codes.
Dates j j 99
E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee ` must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
INSPECTION RECORD
Retain a copy with perm;
PERMIT Nu.
(206)43
Corre ons required prior to approval.
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Date wanted: .9/
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Requester' A
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Phone: 0 11?
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
tA ppra d per applicable codes.
INSPECTION RECORD
Retain a copy with permit
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
PERMIT NO.
(206)431 -3670
COMMENT'S:
Corrections required prior to approval. ,
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
Receipt No:
Date:
;a rt , y ,x.
h}. it 4 1�.�..�T
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Special instructions:
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Date w
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INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes.
PERMIT NO.
(206)431 -3670
COMMENTS:
i g 964-4A A
c_ftette.evik 42 e''Cc t7 C
U " Corrections required prior to approval,..
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
..;.��.�Si t�k:,,, 7 �: sn% lcu' F. G: ar: �hS.. t�rt�.,+'. �:: Grk •Yi`�'.:4:=d5't:_fn,.r.;tc'`x i4:nV';4•i8�te,t •.�vzy:t <:r �,.:.ti...._7�:t...•:y- � >��,�. cr:w. s.. -�..c.
COMMENTS:
i
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Type of Inspectio .
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Date called: /
.... 07
Special iVructions:
tOr&P
Date wan •d:
100f
a.m.
p.m.
Reque* r.
Lat. „a. .. .J4_
'....
Plv,ne:
6 1 , -02-37—
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
IT NO.
206)431-3670
Approved per applicable codes. Corrections required prior to approval.
Inspector:
Date: /
qpvy
El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
Receipt No:
COMMENTS:
Type of Inspection:
Addre s: /p2 Ac-4
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Date called: )
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Special instructions:
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Date wanted.
1 17( C /P .
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P.m.
Requester: ' i
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Phone:
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0 I° INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION :s
6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670
Approved per applicable codes.
fl Corrections required prior to approval.
Inspector:
Date: 1/11/T7
r] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
V.WieiAldhjC4:“JVAillY di.;..retb
Project:
1•
Type of Inspectipy
tifig II
Add7s o6/....4/ 6 ikAte &
Date called:
Special instructions:
Date wanted:
i-/--/2-42
.
Requester:
Phone:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
• 4 •
btA 7\ e-y_ a yeb
AO L . .c., ...._.,' _Al 24111
$47.00 ' EINSPECTI fin REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
PERMIT NO.
(206)431-3670
Project:
Type Inspect'on:
Add e
Date called
Special instructions:
Date wanted: /�'
... /.2 p.m:
Requester:
Phone2 J . 79. , to5 .
s;.
7:71r1 , .T+�.T-- .�•r�ner t . rr-r.+Y•�.'.'- 'w-+., . .
INSPECTION'RECOR 1
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
' PERMIT'NO.
(206)431 -3670
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
LI La
$47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection.
Receipt No:
Date:
•
fite‘h
H440f:: w ,...14et•
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Date called: I _ CI
Date wanted 1 L I —Z gel e m
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Special instructions:
Reggr;
P ne \ u rn `
INSPECTION RECORD
Retain a copy with permit
INSPECTKIN NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
Approved per applicable codes. Lj Corrections required prior to approval.
COMMENTS:
Ej
$47.00 IER NSPECTI N FE IEQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
COMMENTS: / 1 //Pi /A44'-' / 1 / y.1 / , 4$ z l
Type of Inspectio
� � /.✓A•i . Z7
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Type of Inspectio
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Addres :
X 1261' 44 SO
Date calle
171-1-9?
Speci I Instructi ns:
Date wanted: CV
G l' • .m.
Requester:
Phone:
INSPECTION O.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
E] Approved per applicable codes. Corrections required prior to approval.
...IL
$47.00 REINSPECTI • FEE REQUIRED. Prior to inspection, fee must be :paid M
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
Pro L
�.,�.Y -, �,�' "�
of I spection:
oc CV- I � rzu - u.a
Ads: 1-4,0
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Date called: �f —CGl
Special instructions:
Ater
Fiyoi
Date wanted: .,'�� t'_�z�
. .
Reci G
a
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 981
COMMENTS:
El $47.00 REINSPECTION FEE REQUIRED. Prior to i spection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
PERMIT NO.
(206)431 -3670
Approved per applicable codes. 0 Corrections required prior to approval.
Projec •
I �, , CA
Type. of inspection: 3
w 1/
w�. fy
Address:
Lot (.2 PO lo)
(oCtiv
5,
Date called:
(a/14"
Special instructions:
v9-J
Date wanted: t
i) ) 5/f9
a.m.
P.m.
Requester: n(�
Phone No.:
(n7gi —cn9c
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(1 Approved per applicable codes.
COMMENTS:
_415.jg 1
1r\NJ
INSPECTION RECORD
`+ Retain a copy with perms,
1
I Inspector:
Corrections required prior to approval.
IN -Q2.32.
PERMIT NO.
(206) 431 -3670
c„1 s ±
�7)
L
u Date:
_ 15 111
�
- 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Pr ct:
6 MA (v` (,t { -�
Type of Inspection: p
s` 1�f►'✓I f �i1 I� P -C c
Addres # 11
p r
Da te called: t/ / J
Date wanted]ti.
/ p.m.
Special instructions:
Request
CS
Phone: a Q() 75
t
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes.
9 11 0 23A-
Of" PERMIT NO.
(206)431-3670
Corrections required prior to approval.
COMMENTS:
4 ;L4 (A. , 4
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l
.fit I.tiyt .o :P/I / -fJ f 1( 4/),
6 „a, (4 ,, - t�4 41 s f . f e
LA- •
Inspector:
Date: /
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
Pr.•e t:
1. i .<.!s`LLt ■YC
Type ' spectio :
1., .k 0. 4:I l 1 i
I'M s , r I �„•
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Date a ed:
Ohl'
Special instructions:
.s %'
Date wanted.
Reque er
J
Phone:
1?s—
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INSPECTION RECORD
Retain'a copy with permi
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO
(206)431 -3670
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
/ / AIL
E] $47.00 ' IN W ECTION E[E R ! UIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
'�&RFti • may. d. �L. aufit. i�: Y4U9CelS .�fiMG;u(5.�:,r..PiASVrs1S1 t_ «b,dY..t ..u,u
Project
( Mew, Cite 10 r6
Type of inspection:
Address:
Date called:
Special instructions:
Date wanted:
i ,
a.m.
p.m.
Requester:
CGUw.
6
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Phone No.:
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INSPECTION RECORD
Retain a copy with permi
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
CS PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
COMMENTS:
6 11 r
P(/G
La OttA4ki ;9rie..
6" Sao STowDt w
5 4o 7‘" 5 5 7
Inspector:
Date: '/(5.
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Project:
•
•'•
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Type of inspe tion:
, ; r ' .-
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Ad ress:
743 e /uctions:
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Date wanted:
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Requester:
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Phone No.:
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd :, #100, Tukwila, WA 98188
CO MENTS:
I Inspecto (,4
K1
Date: 1 .
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
El $42.00 REINSPEC ON FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
8 -oz
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
Sprinklers: /
Fire Alarm:
Hood & Duct: j
Halon: /
Monitor:
Pre -Fire:
Permits:
Authorized - Signature
FINALAPP.FRM
City of Tukwila
Fire Department
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
_:...._:.__._ 1111_..
- Retain current inspection_s_ch e dule
i t - Needs shift inspection SPg •
Approved without correction notice
Approved with correction notice: issued
Rev. 2/19/98
:.:Thomas P. Keefe, Fire Chief >.
•- :0 SB o
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0732:
Permit No . _ 19'b_ -: a7°
0 96' - 6 1 ,.229
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John W Rants, Mayor:;
•
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Address /Zo1c'77 /20//, /24079 - 1 - 7- ,208o ytG r# 4V. S• ' Suite
4tef�v 5 r Sol./ 4 5 / 0 22:
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phona. 1206) $7s -4404 .•' Fax ' (206 ) 575.4439
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W1 IJ L CONSULTING ENGINEERS INC.
DATE It 3A/0 199'9 OCK
CLIENT DC.RAFT N4o..tes
REFERENCE : NL.L &k.5Tto w /Q
BLDG DEPT : - r 0K.w 1 t...A.
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DA C. HEM 1 I P.E
PROJECT NO. 23 (3
PERMIT NO.
NOTE: FORMAL REPORT WILL FOLLOW AT COMPLETION OF INSPECTIONS
KEMP t.4 ∎1.,.t_ coNi Duch'' p rESTS o N THE c,..R.0544E0
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k%.$ i JG5 c-A ii 59,403 K 1,.io - sc r sPor5 .
REGISTERE o ENGINEER NO. 4777
STATE of WASHINGTON
I rconvAn] cm
4041 WEST LAKE SAMMAMISH PARKWAY SE • BELLEVUE
June 8, 1997
DreamCraft Homes
215 E. Meeker St.
Kent, WA 98032
: RE: CNR PLAN #1814A -- Engineering By Baker Engineers
I have reviewed the referenced engineering. It complies with the 1994 UBC and
is applicable to the referenced plan.
CITY OF TUKWIIA
APPROVED.
AUG 3 1998
h.) I \UILU
BUILDING DIVISION
CITY
JUN 3 0 1998
PERMIT CENTER
R .HORN ASSOCIATES KENT WA 98064- -5102 206) 6 535
5102
OUR NEW AREA CODE IS
253
IfFECTIM
D •
S TRUCTURAL CAL CU L AT I UN S
`12.�1Q6 - 22 s"ST GTE �it C�4c
BAKER EN G I N S ER S
STRUCTURAL DESIGN
6628 212TH S.W. LYNNWOOD, WA 98036
P.O. BOX 1697 LYNNWOOD, WA 98046 - 1697
'EXPIRES . 2 / 10 / Q')
EDWIN F. BAKER, P.E. COVER SHEET
(206) -771 -6666
FAX (206) 771-6558
DATE:"��"VA
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BAKER ENGINEERS
STRUCTURAL DESIGN
6628 212TH. S.W. LYNNWOOD WA
P.O. BOX 1697 LYNNWOOD WA 98046-1697
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STRUCTURAL CAL CU L AT I ON S
EDWIN P. BAKER, P.E.
(206) 771 -6666
FAX (206) 771 -6558
!EXPIRES 2/10 / Q`)
BAKER Imo I N S ER S
STRUCTURAL DESIGN
6628 212TH S.W. LYNNWOOD, WA 98036
P.O.BOX 1697 LYNNWOOD, WA 98046 -1697
COVER SHEET
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BAKER ENGINEERS
STRUCTURAL DESIGN
6628 212TH. S.W. LYNNWOOD WA
P.O. BOX 1697 LYNNWOOD .WA 98046 -1697
SUBJECT PI-A* 4-z. ¥144 5 CALTP
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BAKER ENGINEERS
STRUCTURAL DESIGN
6628 212TH. S.W. LYNNWOOD WA
P.O. BOX 1697 LYNNWOOD . WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 .
SHEET
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STRUCTURAL DESIGN
6628 212TH. S.W. LYNNWOOD WA
P.O. BOX 1697 LYNNWOOD WA 98046-1697
SUBJECT. INu /8x4+ABcry
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6628 212TH. S.W. LYNNWOOD WA
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SUBJECT. ' 44 1 L t M3C D
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STRUCTURAL DESIGN
6628 212TH. S.W. LYNNWOOD WA
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SUBJECT. 91•11v III Cr'J art
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PROJECT NUMBER 2359
CLIENT
HEM tLIrn
CONSULTING ENGINEERS
20 May 1999
: Dreamcraft Homes
215 E. Meeker Street
Kent, Washington 98032
ATTENTION : Bill Babb
REFERENCE : Allentown Development along 46 Avenue S, Tukwila
SUBJECT : Seismic investigation
INTRODUCTION
The purpose of this report is to
present the results of a geotechnical
investigation of the foundation soils
for the new houses to be located at
the Allentown Development along
46th Avenue South, Tukwila.
Geologic research presented in the
USGS map of Seattle and vicinity
revealed that the vicinity of the site is
covered with alluvium from the nearby
Duwamish River. The alluvium is the
result of flood deposits accumulated
since the last glacial period 13,000
years ago. The depth of the alluvium
deposits at the site is not known.
HEMPHILL observed the excavations
for foundations for several houses in the
OBSERVATIONS
page 1 of 6 pages
The investigation and report were
authorized on 10 May 1999 by Bill
Babb of Dreamcraft Homes during a
phone conversation with Dale C.
Hemphill of HEMPHILL
CONSULTING ENGINEERS
(HEMPHILL).
development, and several test pits
at the site. The exposures revealed
that the upper 4 to 6 feet is a dense
sandy silt capable of supporting
footing loads in excess of 2000 psf.
Underlying the silt is a dense fine to
medium sand.
Groundwater was encountered at a
depth of 8.5 feet at the north end of
the site, and not encountered within
6 feet at the south end.
Pq0R-OD3
4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008
PHONE 425 644 1080 FAX 425- 643 -3429 dchemphill @msn.com
PROJECT NUMBER 2359
The first concern when placing buildings
over alluvium is whether the soils have
the necessary bearing capacity. Other
concerns with placing buildings over
alluvium are the potential for seismic
shaking to cause settlement, or loss of
bearing due to liquefaction.
HEMPHILL inspected the foundation
excavations, and several test pits in the
vicinity of the site, and observed that the
soils in the upper 4 to 5 feet are dense
silt.
HEMPHILL conducted penetration tests
and probing and determined that the silt
soils are capable of supporting loads in
SEISMIC EXPLANATIONS
The vibrations caused by an earthquake
create lateral and vertical forces. Since
a force causes a mass to accelerate,
then the seismic forces cause the soils
to accelerate vertically and laterally.
Those vibrations are created by P
waves that accelerate back and forth
and S waves that accelerate up and
down. The waves accelerate to a
The Puget Sound area has been listed
by the map of seismic zones as Zone 3,
which can have earthquakes with
intensities of VII or greater. The average
seismic coefficient presented for a Zone
SEISMIC COEFFICIENT for DESIGN PURPOSES
20 May 1999 page 2 of 6 pages
excess of 2000 psf. Underlying the
silt is a dense fine to medium sand.
HEMPHILL observed several older
heavy masonry buildings in the
vicinity of the site that show little or
no evidence of settlement.
Many homes in the vicinity probably
existed during the 1949 and /or the
1965 earthquakes, and show no
evidence of differential settlement.
The streets are fairly level and
show no evidence of differential
settlement.
maximum velocity, and then
decelerate to zero, then reverse
and accelerate to the maximum
velocity in the opposite direction.
The forces created by the
earthquake cause the acceleration
and deceleration of the mass of
soil.
3 classification is 0.27. According to
some publications, that number is
low for poor soil conditions and high
for good soil conditions.
TRUIMPERZIALI
PROJECT NUMBER 2359
Some experts state that the seismic
coefficients have no basis from
experience, and therefore are arbitrary.
It is not appropriate to assign the same
seismic value to an entire region of the
country.
HEMPHILL estimates a seismic
coefficient of 0.20 for this site, which is
recommended by some local building
departments. The source and accuracy
of the recommendation is not known, but
the values have been accepted as
standards and are considered
acceptable for engineering purposes. A
higher value might be appropriate where
a slide might be life threatening, which
SETTLEMENT from SEISMIC CONDITIONS
Granular soils that are deposited in
nature are generally loosely placed
either by water or wind. Granular soils
are sometimes loosely deposited by
man in uncontrolled fills.
Such loosely deposited soils have fairly
large void spaces, sometimes called
pore spaces. As more soils are
deposited the loose soils will be pushed
closer together until the soil grains
contact each other, but not necessarily
in the most compact condition. As the
weight of overlying soils is increased,
the contact force between soil grains
increases, and the grains have more
difficulty sliding past each other to
become more densely packed.
20 May 1999 page 3 of 6 pages
is not the case at this site.
The seismic coefficient is a
mathematical convenience, which is
the acceleration of the soil mass
compared to the acceleration of
gravity. The true acceleration used
to calculate the soil forces is 0.20 x
32 ft/sec/sec = 6.4 ft\sec \sec. The
weight of the soil can be converted
to mass (slugs) by dividing by 32
(acceleration of gravity), and then
the soil mass can be multiplied by
4.8 to determine the force, but it is
mathematically convenient to just
multiply the soil weight by 0.15.
That resistance of the soil grains to
sliding into a more dense condition
is the frictional resistance of the
soils. That frictional resistance is
one of the conditions that gives
soils their strength to resist shear
failures as heavy building loads are
applied.
The other condition that gives soils
strength is cohesion, which is a
sticky condition generally
associated with clay and silt, and is
nearly non - existent with coarse
granular soils. Fine and medium
granular soils are held together by
dampness between the grains that
bonds the grains like a 'weak glue'.
PROJECT NUMBER 2359
That bond between the grains can be.
lost by drying the soils, or by saturating
them. That condition is well known by
children playing in a sand box, where
dry sand cannot be formed or molded,
damp sand can be molded, and a
molded sand form can be destroyed by
pouring water over it. That water 'glue' is
called capillary tension, which can only
exist in granular soils when they are
damp, and cannot exist in dry or
saturated granular soils. That capillary
tension is also what holds together clay
soils and makes them sticky. The
smaller the soil grains, the greater effect
that a water bond has between the
grains.
Unless an extremely heavy load is
applied to the deeper granular soils, the
intergranular friction, and sometimes the
capillary tension if the soils are damp,
prevents the soil grains from sliding into
a more dense condition, and they
LIQUEFACTION
Another condition that occurs within
loose,granular soils during a seismic
condition is called liquefaction.
Liquefaction occurs two ways; by rising
groundwater creating a 'quick' condition,
and by trapped porewater reducing the
strength of the soils.
When granular soils that are below the
20 May 1999 page 4 of 6 pages
remain relatively loose.
If an earthquake suddenly jars the
soils, the friction forces will be
temporarily reduced, and the soil
grains can be forced into a more
compact condition when the weight
of the upper soils is reapplied. As
the seismic vibrations cause
reduction and reapplication of the
friction forces, the volume of the
existing voids will be reduced, and
the soils will settle an amount equal
to that reduction in voids. That
sometimes causes a large area to
settle an equal amount, and
differential settlement can be
minimal. Differential settlement of a
structure can cause structural
damage, and differential settlement
outside the structure can cause
external drainage and sewage lines
to reverse flow, or can stress utility
lines to the rupture point.
groundwater level settle quickly
during a seismic vibration, the
groundwater that filled the void
spaces of the loose granular soils is
displaced and forced to rise. If the
groundwater rises fast enough in
more pervious soils, and can rise to
the ground surface, then a 'quick'
condition occurs.
PROJECT NUMBER 2359 20 May 1999 page 5 of 6 pages
A quick condition is similar to the cause
of quicksand, where the rising water
moving past the soil grains reduces the
frictional contact between the grains,
and therefore causes a reduction of
bearing capacity. The rising
groundwater also saturates the
previously damp granular soils and
breaks the capillary tension bond.
Therefore the soils have reduced Toad
bearing capacity by losing frictional
contact between the grains, and by
losing the capillary tension bond.
The 'quick' condition is also caused by
increased pore water pressures that
prevent the soils from maintaining
frictional contact. When the sand grains
have reduced friction caused by a
vibration, and attempt to move into a
smaller space, they are resisted by the
porewater that hasn't been able to seep
out of the pores as fast as the soils are
settling. The soils are then supported by
Because the upper soils at this site are
not granular and are relatively
impervious, water that is displaced by
settling soils would not be able to rise to
the surface to create the liquefaction
conditions at the surface.
CONCLUSIONS
the porewater which acts like small
hydraulic systems. Of course, water
has no strength to resist shearing,
therefore the porewater and
reduced soil friction combination
will fail under the imposed loads of
the upper soils and the structure.
That type of shear failure generally
occurs under narrow footings that
are near the ground surface,
causing the structure to tip over.
Structures that cover a large area
contain a large area of the soils
with a higher pressure that resists
the quick condition by preventing
the water from rising, and by
exerting enough pressure to
maintain the required friction to hold
the soils in place. If shear failures
do occur around the outer edges of
the structure, the large middle
portion of the structure will still
retain its integrity.
Because of the density of the soils
at the site, any seismic settling
would be relatively minor. There is
no evidence that settlement has
ever been a problem in the vicinity
of the site.
HEINEPHILII
PROJECT NUMBER 2359
Because the groundwater is fairly deep,
there could not be enough settlement to
force the groundwater to the surface,
even if the upper soils were all sand.
Dale C. Hemphill P.E.
C
Registered Engineer No. 14777
State of Washington
20 May 1999
page 6 of 6 pages.
HEMPHILL concludes that
settlement from seismic vibrations
with an intensity of VII would be
insignificant, and that liquefaction
could not occur from any intensity.
CO:
bm/4793V
PACIFIC NORTROFET TITLE =PAM OF WASETHOTON.
120t Third Avef%a, Suits 3000
Seattle, WasJSingtost 99101 (206)622 - 1040
T0: Re /Max
11201
Renton, Wadhingtert 88 55
Attn: Tim Burkhardt
Pacific Northwest Tit s
118 Washi3tpten Aye. N
Bent, Waahitgton 9803
Attn: Jean /13040920
Drsamcraf t
812 E. Beaker St.
Kent, weshingtoa 9503#
Attu.: Bike
813PPLEMMNTAL TITLE PZPORT
INC.
Your Ref. NO., Draa:lora8a
aailet : Elis:lcer Corporation
Mortgagor /Pnrobassrr Dreamoraft
cur Order No., 240700
Supplemental no.: 1
The following matters etfa4t t.Cs property covered by this order:
• The legal description lee bees aneodsd to read as follows:
Lots 1 through 11, inciumivv and hots 25 and 26, City of Tukwila
aoundaLy Line Adjuetmwtt Ro. L96 - 0077, recorded under Recording
Numbers 9801050589 and seo1i209L7, being a portion of,
Lots 35 through 39, in lusi.va, and Lots 42 through 40 ineiueive,
Block 5, and Lots 13 d 14, Block 8, Plat of C.D. Willman's meadow
Gardens Addition to that City of osattie, Division ¥o. 1, according
to the plat thereof re rded in volume 11 of pieta, pages 64, its
King county, tiaahingt ;
+� itucept as to the matter
property oovsred by thi
Dated as of may 19, 1998 at
« TT ,L 1 N11 1M14d
▪ reported hereinebeve, ezte title to the
s order ham NOT bean re- examined.
0:00 ■.m.
PACIFIC NORTENEOT TITLL CC8DANY
By: Nike Sharkey
Title Officer
RECEIVED
CITY OF TUKWILA
JUN 30 1998
PE RMIT CENTER
K Y 6 0 0 3 96-8I -9 $ 31L11 AN aL I3Vds,SB 1 V
TO:
FROM:
DATE:
SUBJECT:
City of Tukwila
Department of Public Works
Permit Center
NOTIFICATION OF UTILITY PERMIT ACTION
Public Works Engineering
July 23, 1998
Dreamcraft Homes - SFR
12061 - 46 Ave S
Permit Number: D98 -0232
Contact Person: Vickie Martin
Phone: (253) 859 -9697
John W. Rants, Mayor
Ross A. Earnst, P. E., Director
THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE
IN ACCORDANCE WITH THE PLANS APPROVED ON JULY 23, 1998:
Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the
permit file.
JJS /tkf
CF:
Allentown Water Connection Fee
Allentown Sewer Connection Fee
Access
Sanitary Side Sewer
3/4" Perm. Water Meter
Storm Drainage
Development File (with copy of application and plans)
PW Utilities Inspector (with copy of application and plans)
Finance Dept. (with copy of application)
PERMIT FEE
3,968.00
6,550.20
25.00
20.00
260.00
25.00
TOTAL: $10,848.20
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 - 0179 • Fax (206) 431-3665
To:
Dave G_rage
Date: May 18, 1999
Title:
From: Alice Deacy
Company:
Water Dept
Title: Administrative Clerk
Dept:
_ Division: Engineering
TRANSMISSION RESULT REPORT (MAY 18 '99 O3:47PM)
TUKWILA DCD /PW
Message/
Comments
THE FOLLOWING FILE(S) ERASED
FILE FILE TYPE OPTION TEL NO. PAGE RESULT
054 MEMORY TX 9 *- 5753404 05/05 OK
ERRORS
1) HANG UP OR LINE FAIL 2) BUSY
Fax Number: (206) 431 -3665
Dreameraft Homes
12061 46th Ave. South
(AUTO)
3) NO ANSWER 4) NO FACSIMILE CONNECTION
City of Tukwila
Public Works Department/Engineering Division
FAX TRANSMITTAL
Fax
Number: 575 -3404
Total 0 of pages transmitted,
including this cover sheet:
5
Sent by
(initials): AD
Subject:
D PARTMENTS:
ui d 'ng ivisio
qo
ACTIVITY NUMBER:
D98 -0232 DATE: 6 -30 -98
PROJECT NAME: DREAMCRAFT HOMES
XX Original Plan Submittal
Response to Incomplete Letter
Response to Correction Letter # Revision After Permit Is Issued
\PR•ROUTE.DOC
6/98
PL nitederihn* SLIP
t r
rut -"
CAL
DETERMINATION OF COMPLETENESS: (Tues, Thurs)
Complete ❑ Incomplete ❑
Comments:
c ?/P1'.
P ar ng Division ❑
Permit Co�rd
DUE DATE: 7 - 7 -98
Not Applicable ❑
TUES /THURS ROUTING: Please Route n No further Review Required
Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra)
REVIEWERS INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 -4 -98
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE:
Approved 0 Approved with Conditions 0 Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
-",--,,-
Dear Sir:
City of Tukwila
Fire Department
Fire Department Review
Control #D98-0232
(511)
July 8, 1998
Re: Dreamcraft Homes - 12061 46th Avenue South
The attached set of building plans have been reviewed by.
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. For short plat development (four single family homes
or less), hydrants shall be placed so that a hydrant is
within 250 feet of a building. Distance from a hydrant to
a building is measured along the path of vehicular travel.
All required hydrants and surface access roads shall
be installed and made serviceable prior to and during
the time of construction. (UFC 901.3)
2. Your street address must be conspicuously posted on
the building and shall be plainly visible and legible from
the street. Numbers shall contrast with their background.
(UFC 901.4.4)
This review limited to speculative tenant space only -
special fire permits may be necessary depending on detailed
description of intended use.
Yours truly,
The Tu wila Fire Prevention Bureau
cc: TFD fle
ncd
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Headquarters Station: 444 Andover Park East • Tukwl14 Washington 98188 • Phone: (206) 575.4404 • Far (206) 575.439
REGISTERED AS PROVIDED BY LAW 'AS. .
CONST CONT GENERAL
REGIST. # . , EXP.. DATE. ,
CC01' MJFHOI *092DA 10/01/1998
EFFECTIVE ..DATE , 03/01/1991
. M J. F AH INC
215' E MEEKER •
KENT WA= 98032
Signature tea t,�a�•.r ]�
LfUf)t'Cu1AA_ ,
�� Issued by DEPARTMENT OF LABOR AND INDUSTRIES