HomeMy WebLinkAboutPermit D98-0205 - DREAMCRAFT HOMES - NEW RESIDENCED98 -0205
12079 46 Ave. So.
Dreamcraft Homes
City of Tukwila (
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
OCCUPANT
OWNER
CONTRACTOR
CONTACT
DEVELOPMENT PERMIT
WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 334740 -1195
Address: 12079 46 AV S
Suite No:
Location:
Category: NSFR
Type: DEVPERM
Zoning:
Const Type:
Gas /Elec.:
Units: 001
Setbacks: North:
Water: UNKNOWN
Wetlands:
Signature:_
.0 South:
Sewer:
Slopes:
Contractor License No: MJFHOI *092DA
Permit Center Authorized Signature:
Occupancy: DWELLING
UBC: 1994
Fire Protection: N/A
.0 East: .0 West: .0
DREAMCRAFT HOMES
12079 46 AV S, TUKWILA WA 98178
DREAMCRAFT HOMES
215 E MEEKER, KENT WA 98032
M J F HOLDINGS INC
215 E MEEKER, KENT WA 98032
VICKIE MARTIN
215 E MEEKER, KENT WA 98032
k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Description:
CONSTRUCTION OF NEW 1,460 SQ FT SINGLE FAMILY
RESIDENCE WITH A 424 SQ FT ATTACHED GARAGE.
PUBLIC WORKS - ACCESS, STORM DRAINAGE,
LAND ALTERING, SANITARY SIDE SEWER AND
PERMANANT WATER METER.
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Construction Valuation: $ 111,503.56
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: Y Cut: 100 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: $ 1,934.96
****************************************,.************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit No:
Status:
Issued:
Expires:
Streams:
(206) 431 -3670
D98 -0205
ISSUED
08/21/1998
02/17/1999
Phone: 253 859 -9697
Phone: 253 259 -9697
Phone: 253 - 854 -9697
Date: 2J
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 permit.
Kdkaji Date: II ica
Print Name:___ i.slL__.M4..t%'+i''A-
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: 098-0205
Address: 12079 46 AV S.
Suite:
Tenant:
Type: DEVPERM
Parcel #: 334740 -1195
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Permit Conditions:
1. No changes wi11 be made to the plans unless approved by the
Architect or Engineer and tire, „..T.u}w,:i.1 Building Division,
'2. Plumbing permits hall. ,.be, „obtained r {o
ugh• 'S
the eattle -King
County` Depar ~tment• .of Ru1a1 rC : H'e`a1't,h ' P•1um0.ri'o,..,wi 1l be
inspected by that;.:- ,agency. ,includi4g all gas' •`p:'ipo
(296 -4722)
.J
Electrical permits sha1lx be `obtained through the }Washington
State Divi,s;;i.uh ot:..:ahor and Indusries and ``all ;electrical
work, 1 l be insDecte'i by. that ' t ages cv� :(248- 6630;) .
4. All mechanical work' shall be..under separate permit
the C i.tv .'of jc k,w i l a
5. All p.er,nrits, inspection and approved plans :sha
ava i lab`s e: at the :;lob site Prior to the start at any con.
struction These documents `ar.e. to be naintainee ,and
able:until inspection .aPurova,1 is granted.
6. All ,. ,:ons yon to be done :in conformance with approved.,;
pans and ' equirer,ents of the Unif,arm'Bui•ldirig Codes :, (1
Edition) as amended, Unitorm Me than i;ca`1 •. Cdde C 1.: ?97 Eti i'.,t i on
and' WashinotonSta.te EnerdvCode;:;(1997” Edition)
7. All wood to remain ' in :placed concre sha.11 be treated wuc><d:
4
ti.. There shill be no pccupancv.;`,uf' the•. huilding(s) until the'
t ina,l: in .uection has,: been corr:'l,eted bv. the Tukwila Bui:ldle g
Inspector.
9. Va°f i.d'i ty of Permit The issuance af a .- permit, or apor OVa'1 at {
plans specifications, and computa•t4orjs'shall not'be con,-
_•trued', to be a permit for or art;' aoprova`1' of . •c 'an_v.' violgtion:
of ariv;.•ot the provisions of the, :bu i 1d ing ,code: orb' of ariv`
other, ordinance of the jurisdiction, Noi per rni,t presun►ino . to
give authority, to violate or cancel the.-pr�ov this-`
code shall. be valid.
10, The storm: :dr•a i n'age system downstream ot.: 'your d i seharge: wi l l
not function;.. correctly unlessthe'e4ire ;ysten is .iii- =-p'lace.
Individual lut will be: r.eauired by the City
r
install the �ior•tion of the system as`sociated wi.th; lot.
Applicant proceeds their own r.,i.4.':+as the s.tyrni drainage
system cons.truction is determ ,i.ned,`.NOndividual lot.
owners. The City will . �not.:,i,,n tall 'the;:stb`rm drainage
improvement identified on the:!p"1 n" 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.
11. 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.
12. All conditions associated with BLA L96 -0077 shall apply to
this permit.
13. Temporary erosion control measures shall be implemented as
the first order of business to prevent sedimentation off-
site or into existing storm drainage facilities,
14. The site shall have permanent erosion control measures in
place as soon as o s s i b l e after f i n a l grading has been
Status: ISSUED
Applied: 06/12/1993
Issued: 08/21/1998
ssUed by
completed and prior to the Final .Inspection.
15, Driveway width sha11 be a 10' minimum and 20' maximum. Slope
sha11 be a maximum of 15 %,. Turning rad i i. sha11 be a minimum
of five feet..
Driveway shall be :paved within 30' of right -of -way.
16. Hauling over 50 cy shall require apps ication.for• a Hauling
Permit prior to any .associated activity.
17. New construction and substantial•improvement of any
residential structure sha11 have the lowest floor, including
basement, elevated. to a minimum of one four• above. the level
base flood elevation. (100 year)
All bui ldinas wi 11' be constructed and certified as bui l.t at
or above elevation shown on approved storm drainage plan
dated 218 -97 and .approved on 4- 23 -9L. (NGV Datum 1929) .
18. Enclosed areas below the l ow.es.t- ...f"l.u.ar, sha i.l be designed to
,automatically equal i :e ;hudrtostat'ict flood -force . A rimimum
of two opening s al net area: ":o °f.no.t less• than one
,square inch for eva.rzv square, foot o,f enc1osed4re;as subi.ect
to flooding s,hi l { 1 ' "be : pr,ov i;ded and wi' th the .trot ton! of a 1 11
open ings no i gher . } th,�rt: , one 'toot above gr?ade s ` :
.
Openings nrav tie equ;i.ped w i t h th scr�eens l o'uver - s,, a -
y
cover coVering,Sf.:,,Or day i rec` prov:1 dad that
entry 4.0.4 of f1oodwater,
.19 Anchory l ng -A1 l''Qnew corystr uct i tin `and substantial ,,rifpr ovemet> >ts
shail,'be anchored,, to prevent flotation. .co 1laose, -oh l.c�i e'ra1 •
movement ;vf the .t.ru ,TA
20. .Land Al ter. i`ng ((wading): to. li;e carried out in , acc w t.tiv ,
the rp'.lanr dated,2- 1,8- 97:and approved- 4- 23 -98.
u
21 . Downspots.. driveway, patio` :and dr.ai'nage from other
im ous areas s,ha11 be 011 ected in',art - -on -site strum
drain system..; Dra 'shat 1 be,;4'. train r a .;d i-a.�Jieter. PVC
schedule 4t) ur. •. i ri cor�r�e gated; poly- ethalyne pj,p.e • with a smooth
inter ior. wail NO-- f1e .p.ipe_ Dr;ai:ns,s be laid with
; a min imunt: 1�:'s1ope_...for - ,gr;ay.i'.ev discharge to location .
approved by Pub i'i''o:. Works D.eat'.. Downspouts shall not con`nec
to`'- foot:1ng dra `Fo o t ling dr'ain`and.diwnspo . nay share
a single .d
scharge pipe downs tre 'a'm.:of'.the`'l: footina`'"
d - h`
22, The i:.tv of: :Tukw,i l a . has an undergrurid i ng'7.or d_i,riance r ey�l i ri
the p'OWer ;` "`te1ecormuni cat ions,' a:nd,cabl,,e service , ' lines b
undergr o,und fr the point of connect'io'n 'On_ pole. to the
house., i k r ,
23. The app i i cant niust notr v the City ut i 1 i `inspe ctor a
. 206-433417,9,, upon` `' commencement „aryd comp`l`etion
least 24 h urts in advance. All''' i`n`spection requests
ut i 1 i t.v work': ;, also be made' �24'':,.hou`rs in advance
Permit t No: D98 -0205
Status: ISSUED
S i t e Address: 12079 46
Location:
Connect iart Fe es:
Iristal.l D;u
Add' 1 Instal 1 e e os i t:
3 ,
Plan Rev:'7`e
In s p ect Ion `'Fee
Water Tur On' } `Fee : .,.
Special ¢ As's e t
t ther''
;TOT WATER
204X
.CO,' 00 $ 00 i l 0 ..ar
150 .O0 0 0 k;�` ', t.00
is 00 .3 �" .00 .n` '$ .'do
•.:x'10:00 ttt . C10 . . .:t.;00
05.. `b' :t00 00
.E25.00 . $.00 �..�i • k it $.00
A$.00, $ 00 ti+,' ; $.00.
it d
,, . 00 .00 , .q $..00.
.t, k•
Applied Date: 06/12/1998
Issued Date: 08/21/1998
WATER. METER C.
Water-Meter Type:
Water Meter'. Si ze;r`
Quart t
Work Order
PUBLIC . WOPP;.S;' ENt 1NEER 'APPROVAL::';.
`—WATER METER SUPPLEMENT.
DEVELOPMENT PERMIT'
Project Name/Tenant: .
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
Value of Construction: it' 1 5b3
Tax Parcel Number:
3 - Y , -1 - I LI - HGI S c,l
Site Address:
-► n " 1 �1l
/ City State /Zip: .\
l C�4-/i ��� -Oo -7
Property Owner: (�
pralt•t ""'"0f - r eS
Proposed New Square Footage: 1 I (t•C‘ sq. ft. Dwelling • sq. ft. Covered Deck(s)
Phone:
Ca53) %5�1 - q (D47
Street Address: ` / l
l t ee k er- , k P,y `-t - 11)1A
City State /Zip:
Cl &u 3 a
Fax #:
l` -f)) -(- 5
Contractor:
rn3F 1116.Ln Cry% in(•
Phone:
G 1 Fs' •! - Cl (n
Street Address:
�t5 t Mee -k 1< A UNk
City State /Zip:
C tku - '.)a-
Fax #:
V l —
Architect:
Phone:
Street Address:
City State /Zip:
Fax #:
Engineer: r
Ra.-Q pb "t6r1rTh E ASSOC i (1-4e
S
City State /Zip:
UP gxav U - 51a0
Phone:
) (0 3) — 5 35 3
Fax #:
( .> co 1- 5..1
Street Address:
.)q 3-1 1. 1"'`►!\ IPA- S iey0
)
Contact Person:
U f lc_r-•4in
P one:
) Via- q(, a7
Street Address: City State /Zip:
r- e Mee Re r-- , kP.n.+ L )fl cl&o: a -
Fax #:
(a) )6 3.1- 5308
Description of work to be done:
c o
N Q %- n ) 300 YTS Cltnet,•
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: Sewer ❑ 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: 1 I (t•C‘ sq. ft. Dwelling • sq. ft. Covered Deck(s)
- 1� t I 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 the lot) . - i ' III ('C
2 ley
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.
CITY OF TyKWILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
OR STAFF USE ONLY
Project
"Number:
Permit Number : D418 °0205
Single - Family Residential 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.
APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews shall be determined by the Public Works Department);
❑ Channelization /Striping ® Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Flood Control Zone ❑ Hauling El Land Altering: 0 Cut 10 0 cubic yds. 0 Fill cubic yds.
❑ Moving an Oversized Load: Start Time: End Time:
® Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
0 Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Permanent # r Size(s): "
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous
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:
PLEASE SIGN BACK OF APPLICATION FORM
SFPERMIT.DOC 2/13/97
Date application expires:
/ 2 7 2
Applicatio n taken by: (initials)
BUILDING OWN R OR AUTHORIZED AGENT:
Signature:
\1 7 , ` ,
t `
6(k•^l l
M ) A. _ t't•l`, t''' 100.4
l
Date: (y H � Ict,�
Print name:
it.civac\ 1 i( ,, i1 1
Phone: >
:)• >, V C lic I t I
Fa x #:
t--,4, 451
C, ) , X K
Address:
I`, (�Ir�' l`t ,
Cit /State /Zip:
I I L ,\ clVic,�,
• , r • ' IN r ' P • A •PL C NS MUST BE SUB ITTED WITH THE FOLLOWING:
DRAWINGS PREPARED BY A I( ASTERED ARCHITECT OR PROFE( ONAL ENGINEER MAY BE.
REQUIRED BY THE BUILDING OFFICIAL
ALLt,( fi GS *AL'L BE AT A LEGIBLE SCALE AND NEATLY DRAWN
BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
IA 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 Zone).
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).
n ❑ Foundation plan and details
n ❑ Floor plan
1 ❑ Roof plan
n ❑ Building elevations (all views)
n ❑ Building height
n ❑ Building cross - section
n ❑ Structural framing plans and details necessary to completely describe construction
n ❑ ' 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.
n ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception,
Variance, Shoreline or Tree Permit).
n ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance
and other land use or SEPA decisions.
n ❑ 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.
n ❑ 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 ,1f the applicant is otherthan,the owner, ,registered architect /engineer; or:copt{actor.licensed.
by the State. of Washington, a notarized letter from the property owner authorizing the agent to submit this per/ntt appl(gf and
obtain the permit will be required as part of this submittal. • • :''' 1.
I HEREBY CERTIFY THAT 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT.
SI'PI :RM17'.DOC 2/13/97
Account Code
000/345.830
000/322.100
000/345..830
000/345.830
000/345.830
000/306.904
000/342.400
412/.342.400
402/342.400
401/303.102
401/286.520
401/342.400
401/343..405
401.31313.104
402.3108.104
000/322.100
000 /245.830
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CI:T'Y OF TU1 W):LA. WA TRfrr1Sri''
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TRANSMIT Number: R9700815 Amount:. 12.56525 08/21/98 1c : ".'
Payment; .Metnodt CHECK Notation: Ul'i1=AMCR(iF1 HOMES Init
Permit No: D98- 020' Type: DEVPE12M DEVELOPMENT. PERMIT
Parcel Not 334740-1195
Site Address.: 1207.E 413 Ark 5
Total Fee 13.100.9:.
This Payment 12.565.25 Total ALL Pints „ 13.180. 9t%.
Balance: .0
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Deac.rlption Amoun
PLAN CHECK - MONRES .615M7:.
BUILDING - REG .•947.22:
PLAN CHECK 7 RES 615:7'
PLAN CHECK 7 UTILITY 20.0
PLi'iN ' CI.ICCK - WATER METER :10.W
STATE BUILDING 3UIZCI1AIU3E 4.5'2
XNSP r'LE -• UTILITY”.
15,0
(NVV(V FEE STORM. DRAIN .15.0
INSP' FEE:- SME: /bra 20.40:'.
WATER R CONN4 CTIt3N 10.00
WATER INSTALLATION +UEP) 150.00
WATER INSPECTION FEE 15.00
WATER TURN-ON I`EE 25.00
WATER ASSE S3 -ALL1 NTOWN 3.960.00
3 E ti 3 E: F; A 3 5 E G :i ry A L, L, E. N 0 W P1 �( OB /24 9i19 1° 25130.50
AANO ALTERING PERMIT FEL . 2 ; . a0 . .
L.ANP ALTERING PLAN .CHECK t5'•400
CITY OF TUKWILA
RECEIPT
PW DCI'
12565.25
PARKS
12565.25
COFZIFarr
PARKS
12565.25 -
PW DCD
12565.25
CHECK
25130.50
08/24/98 1.9
14:54 0097 5007 t
10
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CITY OF TUKWILA. WA TRANSMIT
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TPANSM) T Number: P9700778 Amount: 615.7 1 Qk' /12/98 15:46
Payment Method: CHECK Notation: DREAMCRAFT 11014E5 !nit: ULM
Permit too: .I)98-0205 Tvae: D1 VPERM DEVELOPMENT PERMIT
Parcel No 334740 -1195
Location: 45 (V S t+ S 122 ST:
Total Fees':,
This .Payment . 615.71 Total ALL Pmts: 615.71
Balance �_atrl �75.
* A**AAA4.* d. A**' hi• A***A-* A• AA• fi• 'h*kAA *A * A * *i,A• *AAk* ** * *AA'to ' *
Act:ount Lode Descr•iatian
000/345.830 PLAN CHECK r II0NEES
INSPECTION RECO
'k' Retain,a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter B lvd, #100, Tukwila, WA 98188
INSPECTION NO.
Project:
` ((i n1 C (a-ft
Address: n L
Special instructions:.,
Type of Inspection:
Date called:
- / » //o /
Date wanted:
a.m.
P.m.
Requester:
Phone:
Approved per applicable codes.
Corrections required prior to approval.
j ?g-6;0J
PERMIT NO.
(206)431 -3670
Inspector:
Date:
El $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:
Project:
L . t
Type • Inspection:
- .�
Address:
Date e `."
Special instructions:
Date wante•• /
a.m.
Requester:
"na—
Phone:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
1300 Southcenter Blvd, #100, Tukwila, WA 9818
COMMENTS:
Receipt No:
0 $47.IiSPECTION E REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO,C9'
Corrections required prior to approval.
Date:
Proje / d /1
C
Ty. • •of Inspe/'tiol "'
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A ny
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
0 Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
(206)431 -3670
g Corrections required prior to approval.
COMM S :
/ ("i'GC. f C a i ��l1
•
A Ai
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$47.00 ' EINSPECTIO E REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
Receipt No:
ri
Project:
®L
Ty of 1 spec ion: ,
cyc..-•/,
Address.
1
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Date called:
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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
PERMIT NO.
(206)431 -3670
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Inspector:
// . Aga
S
E] $ .00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
Receipt No:
...._e .....i.�' +. •.,.r ;ti lir. v., ...._eQ•, :.i;t i?.. ._J /•. _r:li'`a. aF- r.:... ,,_
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INSPECTION RECORD
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
CO MENTS:
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
•
AIL
Inspector :.. Date:
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.;
Date:
P17
Tyr off 'nspectio
Address: I o
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Date caly f c j/ Q
Special instructions:
Date w�nt d_ 1
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Requeste ,
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INSPECTION RECORD
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INSPEC ON NO.
CITY F TUKWILA BUILDING DIVISION
6300 Soulhcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
COMMENTS:
Receipt No.:
I 1
•
PERMIT NO.
(206) . 431 -3670
Corrections required prior to approval.
Date:
r� $42.00 REINSPEC T N FEE REQUIRED. Prior to inspection, fee must,
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule,;rein'spection.
d y - ,( oject:
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INSP TION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 981
cg Approved per applicable codes.
COMMENT :
Inspec
II
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INSP . CT oti...
Retain a copy with permit
I
Corrections required prior to approval.
1 /
42.OI "REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection.
Date
d26n
PERMIT NO.
(206) 431 -3670
Receipt No.:
Date:
Pr ject:
' �r � i c4
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
COMMENTS:
Inspe
V mp ormt;1 za1'�'w1�'.k.'�.'?;+'� .,. 4. . '�aFArzzt,?',^ :zic
INSPECTION' RECORD
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Approved per applicable codes.
I Receipt No.:
Corrections required prior to approval.
PERMIT NO.
(206) 431 -3670
2, 96
$42,0 ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
Project/
Type of inspecti •
�»
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Addr� :�
✓
Date called:
�
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
Approved per applicable codes.
ENTS:
Inspector:
[ 1 $42.. "EINSPECTIO FEE REQUI • ED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Receipt No.:
INSPECTION RECORD
Retain a copy with permit
Date:
Date:
1116
g —e)2.05
ERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
Proj
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
je Approved per applicable codes.
COMMENTS:
INSPECTION RECORD
Retain a copy with permit
54 40.401,1—
(206) 431 -3670
Corrections required prior to approval.,
Inspecto
$42.00 REINSPECTI t FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection,.
Receipt No.:
Date:
Project:
4 -1?'1
/�,,
t_./l '-
Type of inspection: nn /n7C0C
61//rd ICOL
Address:___
log 7d 9
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Date c
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S
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'Requester:
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Phone t�C' .s....3_419...... 7 l
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INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 9818
Approved per applicable codes.
I Receipt No.:
• I
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
COMMENTS:
Inspector:
Date:
$42.00 REINSPECTION FEE 1IEQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300. Southcenter Blvd., #100, Tukwila, WA 98188
Address:
Project:
Special instructions:
-Approved per applicable codes.
COMMENTS:
Receipt No.:
e,,
/2 = ye
Type of inspection:� •
Date called:
Date wanted:
Requester:
Phone No.:
Date:
ii 1,
Owfer
(206) 43173670,;
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6 c r9 - 9.
Corrections required prior to approval.
" Wi 0
0 $42.00 R NSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Plj ct:
O rmaric
Type In est
Address: (I
Date cal le : a y
Special instructions:
ViQfr1j P1
Date wa dl
99
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INSPECTION RECORD
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
COMMENTS:
4e5 fou-Ster
/ lobi :
si,61,A14 le/244/11,4,
Approved per applicable codes.
Inspector:
s v
Date: 5 7 24 / 7
❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
(Receipt No:
a
1
PERMIT NO.
(206)431 -36
orrections required prior to approval.
Date:
Project:
DAO(NAN\ (Aii,..( f
Type of Inspection:
I) _4_ v......3.—ki
Address:
Date called:
Special instructions:
Lot W
Date wanted: a.m.
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Phone:
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•
INSPECTION RECORD D i
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INSPECTION NO: ,. PERMIT NO )
CITY, BUILDING DIVISION
: 6300 Southcenter Blvd, #100, Tukwila, WA 98188
COMMENTS:
C U PS
5
Receipt No:
Approved per applicable codes.
51 (L I /9
� � 1 I
Date:
(20631 -3670
rections required prior to approval.
Inspector: Date: 671 ( 1/qf
0 $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
. Project:
Type of Inspection:
Address:
4(0
044".
Date called:
Special instructions:
, .:.
.
. .; • '
Date wanted: a.m.
5114-1Pq p.m.
Requester:
61b-e-
Phone:
0\0(2 (i7 —C1°1 5-
INSPECTION RECORD
Retain a copy with permit „
INSPECTION NO.
PERMIT NO
.• CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431=3670
Approved per applicable codes.
LI Corrections required prior to approval.
COMMENTS:
inspector:
,
Date: 6
Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection.
Receipt No:
p
Date:
Project:
D reamc raft l4orne
Type of Inspection:
W ri ng I
Address: 1Z07q 1 46+i, Ave -S
Date called: , .5- q q `_,,,
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Special instructions:
Date wante . , q j
a. m.
P.m.
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INSPECTION RECOR 8-02 05
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PERMIT
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes.
COMMENTS:
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Inspector:
�.J
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orrections required prior to approval.
Date:
(216)431 -3670
Ej $47.00 REINSPECTION F.EE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suitq40.._ aII to schedule reinspection.
Receipt No: Date:
/l . {/
COMMENTS:
/,/v9 , t,Lal. .s vd1) v ia, IIM
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Type of Inspection:
Ca-1-5
Address:
Date called:
Special instructions:
L at— 1/
Date wanted: a.m.
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p.m.
Requester /
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Phone:
615 — 00c5
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per applicable codes.
INSPEC( )N RECORD
Retain a copy with permit
Date:
•
PERMIT NO.
(206)431-3670
Corrections required prior to approval.
Inspector:
6-N
Date:
Li $47.00 IkEINSPECTION F.EE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Project:
Type of Inspection:
Address:
LotLi 1ao79
LOA 04.-c 5
Date called:
3/3 q9
Special instructions:
Date wanted:
Iii
a.m.
p.m.
Requester:
Requester:
Ira. sue
-
Phone:
INSPECTION NO.
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431-
COMMENTS:
: 1 r) co..v --1e.
C ri
(StAtt- " 1
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orrections required prior to approval.
Inspector:
Date:
$47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Receipt No:
Date:
Proj` Ain_ (AA
Type of inspection:
�
Address: /
2A. '-'it
0
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to SO
Date called:,
' A
Special instructions:
Date wanted:
a.m.
p.m.
Requester:
Phone No.:
INSPECTION RECORD a-.,
Retain a copy with pern ,
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
Approv,@d pe'r applicable codes.
COMMENTS:
Puti Pfil
Avid
Corrections re • uired prior to approval.
1z
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PERMIT NO.
(206) 431 -3670
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Inspector:
LTV .
Date:
P1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Project:
DAritAi �,..
�j
fig/ 1
Type of inspection:
I" 1 P
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3/14
L A Tress: 1
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Date called: �� / I
Date wanted:
aJ' i I,.
a.m.
p.m.
Special instructions:
Requester: /
Phone No.:
!'F.rit�'�'+�:„�•�y.- ati� r..yx+v «lir;nc/y r...ii:�. ;:n •, . �.Frr. c. .. n �.w.:.. .... ..
INSPECTION RECORD
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INSPECTION NO. NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431. -3670
Approved per applicable codes.
I Inspector: Date: • c p . '
P1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must
be paid at 6300 Southcenter Blvd., Suite 100" Call to schedule reinspection.
Receipt No.:
Date:
Corrections required prior to approval.
Project: (
- ., ' Uream 't
Type of Inspection:
6" Iipw be-Fh / ofs 4I4 7
' Address
' 6 t Ave.I'S
D called:
1 -9R
Special instructions:
Date wanted: Q a a.m:
1 -21 -J1 p.m.
Requester: o ff
II 0 a L JC aeron
hone: ��33 l ldo2lnc
ix_ x2 5 - 9R9
Inspector:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. '1 . .
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Q 6-62-05"
Approved per applicable codes. 0 Corrections required prior to approval.
COMMENTS:
l /7 /f rat t- i; if
ye) c.. t b S aa-
p &2' - k -ors 4 A" • 4 ` 7
Date: /
$47.00 REINSPECTION,gE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
PERMIT NO.
• (206)431 -3670
Project:
V reanlcraff gomes
Type of inspection: .
5 id e sewer
d ress:
tocins4_ /tog Ilea. Aver
Date called: /2 -!7 98
Special instructions:
Date wanted: a.m.
12 - r8 = 98
Requester: RoCl
Phone No.:2S3 - 350-1320
• .INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
-.6300 S,outhcenter Blvd., #100; Tukwila, WA. 98188
Approved per applicable codes. .
•COMM e( € 5 re C
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; Inspector:
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mus
be Paid at 6300 Southcenter Blvd., Suite 100. Call to schedule ieinspection.
[Receipt No.:
INSPECTION RECORD- w
Retain a copy with perk
Corrections required prior to approval.
Date:
Dg8
�RMIT NO.
(206) 431 -3670
Proje t:
�� �- ),PG - , ['•if
Type of inspection:
s n
Address:
/107q yg A 0 S
Date called:
/o -8'i ?
Special instructions:
Date wanted:
/c , 118
a.m
p.m.
Requester:
Ne c
Phone No.:
26 S-S — S &•'7
INSPECTION NO.
Approved per applicable codes.
+et arr a ^�.� �Tt��t�t^T �Krti. rr v a e r
INSPECTION RECOR
Retain a copy with peritj
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
D9E0 -oaos
Corrections required prior to approval.
COMMENTS:
101 y /S 406w Voit
v, :_ OK (4-W
A-OS 4044 -Pit" Adtiv-kt.
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Inspector:
Date:
0 /q /qQ
1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspoction.
Receipt No.:
Date:
RETAKE
PREVIOUS
D 0 CUMENT
ProjeQt: �// ,`(
Lam' /"- T w D, e4 c -c
Type of inspection:
S 0
Address: 0
l2o7c y� A0 S
Date called:
/0 -8 i ?
Date wanted:
!0 _ y _I g
.a.m
p.m.
Special instructions:
Requester:
A fe c
Phone o.:
2.5 - OS - 5 6,47 7
INSPECTION NO.
�'ERMIT NO.
CITY OF TUKWILA BUILDING DIVISION v
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
COMMENTS:
i oM 6 ,Dow /J Veit
Ao s 64 64 .FkI 4 ad
[nsPector: I
AV , Date:
[ 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
I Receipt No.:
. :.. �n v- r.' �ntt' �: 5 +"•l a+ r.... �. .'��.rc,'�Gi�., :'•.�{i %'YL�r^ :YN:^+ rr.':mr +c.::
INSPECTION RECOR
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Date:
DO -oos
431 -3670
Corrections required prior to approval.
J
Project: T
Type of inspection:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
COMMENTS:
Inspector:
INSPECTION RECO
Retain a copy with pe
(206)
I CM L A ().ffW 4 6-, `i
i
1)98 -0
. Ts1�1 „.
P ace. ciQo�J L
NO.
-3670
Approved per applicable codes. F1 Corrections required prior to approval.
— $42.00 REINSPL TION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
r ‘ e., ' ,, t't *ttt . t l: , ,'"Vitf.r 1, 0'xr 4 Sr" , PWt'e 4 S'e , tqtZrr/trkrrf .
0
Address
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre-Fire:
Permits:
Authorized Signature
.qNALAPP.FRM
City of Tukwila
Fire Department
Project Name ) 6AF 7
00 V9 SI 6, 7, 743
,V Needs shift inspection
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
7,1
OA/C
Rev. 2/19/98
A V. S. Suite. #
/Retain current inspection schedule
-Approved without correction notice
Approved with correction notice issued
IMMAMMVPM
'Dq
0
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Perrnit No. ;0960 0
096 -
5/
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439
• • •
...
.. •
.. •
• 1 •
PROJECT NUMBER 2359
CLIENT
r
MEW JJJ
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.
DqB- OaDS - =-
4041 WEST LAKE SAMMAMISH PARKWAY SOUTHEAST • BELLEVUE • WASHINGTON • 98008
PHONE 425 644 1080 FAX 425 - 643 -3429 dchemphill @msn.com
1
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 Toss 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
SEISMIC COEFFICIENT for DESIGN PURPOSES
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
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.
ETr ' II P EEII
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'.
REMPEEMLI
PROJECT NUMBER 2359 20 May 1999 page 4 of 6 pages
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
Ioose,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
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
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.
EIRIVEPEEMLA
•
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 load
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.
•
•
PROJECT NUMBER 2359 20 May 1999
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.
Registered Engineer No. 14777
State of Washington
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.
EZEINELDEFITAIEs
(. LEVATION CERTIFICATEt
FEDERAL EMERGENCY MANAGEMENT Ats
NATIONAL FLOOD INSURANCE PROGRAM
ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro-
vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine
the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not
required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form.
Instructions for completing this form can be found on the following pages.
FOR INSURANCE COMPANY USE
POLICY NUMBER
COMPANY NAIC NUMBER
SECTION A PROPERTY INFORMATION
BUILDING OWNER'S NAME
I -iCIa IL1 rG� I ni .1Y�'t.`�
STREET ADDRESS (Including Apt., Unit, Suite and/or BF'dg. Number) OR P.O. ROUTE AND BOX NUMBER
CITY
1 z
OTHER DESCRIPTION (Lot and Block Numbers, etc.)
� -I L1 6_, A il IT' . 1 -. i (r
Provide the following from the proper FIRM (See Instructions):
SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
1. COMMUNITY NUMBER
2. PANEL NUMBER
3. SUFFIX
4. DATE OF FIRM INDEX
5. FIRM ZONE
6. BASE FLOOD ELEVATION
(In AO Zones, use depth)
7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): NGVD '29 ❑Other (describe on back)
8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate
the community's BFE:1 I I I 1 1 I feet NGVD (or other FIRM datum -see Section B, Item 7).
SECTION C BUILDING ELEVATION INFORMATION
1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best
describes the subject building's reference level ILI.
2(a). FIRM Zones A1-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation
of 1 1 1 I 1 1 LJ feet NGVD (or other FIRM datum -see Section B, Item 7).
(b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from
the selected diagram, is at an elevation of 1 1 1 1 1 1 1J feet NGVD (or other FIRM datum -see Section B, Item 7).
(c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is W LJ feet above ❑ or
below ❑ (check one) the highest grade adjacent to the building.
(d). FIRM Zone AO. The floor used as the reference level from the selected diagram is LJJ 1J feet above ❑ or below ❑ (check
. one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference
level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown
3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVD '29 ❑ Other (describe
under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on
the FIRM [see Section B, Item 71 then convert the elevations to the datum system used on the FIRM and show the conversion
equation under Comments on Page 2.)
4. Elevation reference mark used appears on FIRM: ❑ Yes ❑ No (See Instructions on Page 4)
5. The reference level elevation is based on: ❑ actual construction ❑ construction drawings
(NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, 117 which
case this certificate will only be valid for the building during the course of construction. A post - construction Elevation Certificate
will be required once construction is complete.)
6. The elevation of the lowest grade immediately adjacent to the building is :1 1 1 1 1 1 U feet NGVD (or other FIRM datum -see
Section B, Item 7).
SECTION D COMMUNITY INFORMATION
STATE ZIP CODE
L ail
O.M.B. No. 3067-0077 41
Expires July 31, 1999
1, If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1
is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest - . , .
floor" as defined by the ordinance is: 1 1 1 I 1 1 LJ feet NGVD (or other FIRM datum -see Section B, Item 7).
2. Date of the start of construction or substantial Improvement
FEMA Form 81 -31, MAR 97 REPLACES ALL PREVIOUS EDMONS SEE REVERSE SIDE FOR COI41143411
8 .OZOs
This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation
information when the elevation information for Zones A1—A30, AE, AH, A (with BFE),V1— V30,VE, and V (with BFE) is required.
Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the
certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an
owner's representative may also sign the certification.
Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway /non - breakaway wall,
enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not
included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered.
I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available.
/ understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal)
TITLE
ADDRESS
SIGNATURE
Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner.
COMMENTS.
BASE
FLOOD
ELEVATION
A
ZONES
ON
SLAB
V
ZONES
REFERENCE
LEVEL
REFERENCE
LEVEL
ADJACENT
GRADE
SECTION E CERTIFICATION
ADJACENT
GRADE •
COMPANY NAME
CITY
wiTN
BASEMENT
A
DATE PHONE
ON PILES,
PIERS, OR COLUMNS
A V
ZONES ZONES ZONES
Page 2
BASE
FLOOD
ELEVATION
STATE ZIP
1
REFERENCE
LEVEL
REFERENCE
LEVEL
ADJACENT
T ' .
The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones.
Elevations for all A Zones should be measured at the top of the reference level floor.
Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member.
SASE
FLOOD
ELEVATION
n in v :.rncaw
PAM= NORTINFOT TITLti COWDA)IY OF 1012KSNOTO1,
32O. Third AvsnUe, Suits 3000
Seattle, Washington 91101 (206)622 -1040
TO R• /Max
192 01
Renton, Washington S455
Attn: Tim Burkhardt
co: PACific Northwest Tito
116 Washington Ave. 1
Kent, Washington 9003
Attar Jean/63040920
Dreamcraft
212 S. Meeker 9t.
Kent, Washingtan 91024
Attn.: mike
4 PPLIZONTAL TITL! IMPORT
INC.
Y022 Rel. )e.i Dreamele92
seller: Blinker Corporation
Mortgagor /Purchahrr Dreamoraft
Cur Order. No. r 220700
aupplooental No.: 1
The following matters aftstt the property covered by this order:
+ The legal description h ea been amended to read as follows:
_
Lot' 1 through 11, inclusive and Lots 25 and 26, City of Tukwila
loundary Line Adjuetment Ho. 06 -0377, recorded under Recording
Numbers 9801050529 and 90c1120 1.7, below a portion. of
Lota 35 through 39, in lus .ve, and Lots 42 through 60 inclusive,
Block 5, and tots '.3 • d 14, Block 6, 91st of C.D. Hillman'. Meadow
Gardenia Addition to th9 Czar of Seattle, Division NO. 1, according .
to the plat thereof re riled in volume 12 of piste, page■ 64, its
Una County, Naahingt • ;
• 'Rucept as to the mattez}a repeated herelaabove, the title to the
property covered by thus Order ha' NOT bean re- examined.
Dated as of May 19, 1998 n 9:00 a.m.
PACIFIC NOaT2dtL3T TITL COMPANY
By: Nike IDarkey
Title Officer
bat /
« ?t J,) NIl ,LMNd : O'I88: 8 06-81-9
Dq *Hoy
Prrocyro
37LI,L YN aidiSaiiber t
JUN 12 1998
NRMIT CENTER
TO:
FROM:
DATE:
SUBJECT:
JJS /tkf
City of Tukwila
Department of Public Works
Permit Center
NOTIFICATION OF UTILITY PERM T ACTION
Public Works Engineering
July 14, 1998
Dreamcraft Homes - SFR
12079 - 46 Ave S
Permit Number: D98 -0205
Contact Person: Vickie Martin
Phone: (253) 859 -9697
THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE
IN ACCORDANCE WITH THE PLANS APPROVED ON JULY 14, 1998:
Allentown Water Connection Fee
Allentown Sewer Connection Fee
Access
Land Altering
Sanitary Side Sewer
3/4" Perm. Water Meter
Storm Drainage
CF: 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
7,278.00
25.00
37.50
20.00
260.00
25.00
TOTAL: $11,613.50
John W. Rants, Mayor
Ross A. Eamst, P. E., Director
Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the
permit file.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 4334179 • Fax (206) 4313665
DEPARTMENTS:
Building Division
Mit
Complete LI
Comments:
TUES /THURS ROUTING:
\PR•ROUTE.DOC
6/98
PLA���T
ACTIVITY NUMBER: D98 -0205
PROJECT NAME: DREAMCRAFT HOMES
XX Original Plan Submittal
Response to Correction Letter #
DATE: 6 -12 -98
Response to Incomplete Letter
Revision After Permit Is Issued
DETERMINATION OF COMPLETENESS: (Tues, Thurs)
CORRECTION DETERMINATION:
ire Preve
Strt ral
Incomplete
REVIEWERS INITIALS.
Routed by Staff (if routed by staff, make copy to master file and enter into Sierra)
AD'v� ision
(g/1/( 0
Perm ordinator �
it in
DUE DATE: 6 - 16 - 98
Not Applicable ❑
Please Route ❑ No further Review Required
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 - 14 - 98
REVIEWERS INITIALS: DATE:
Approved ❑ Approved with Conditions Not Approved (attach comments)
DATE:
DUE DATE:
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE.
Dear Sir:
City of Tukwila
Fire Department
Fire Department Review
Control #D98 -0205
(511)
June 19, 1998
Re: Dreamcraft Homes - 12079 46th Avenue South
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)
Thomas P. Keefe, Fire Chief
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.
The minimum fire flow and flow duration requirements
for one- and two - family dwellings having a fire area
which does not exceed 3,600 square feet (344.5 m2)
shall be 1,000 gallons per minute (3785.4 L /min.).
Fire flow and flow duration for dwellings having a
fire area in excess of 3,600 square feet (344.5 m2)
shall not be less than that specified in Table
A- III -A -1. Exception: A reduction in required fire
flow of 50 percent, as approved by the chief, is
allowed when the building is provided with an approved
automatic sprinkler system. (UFC Appendix III -A, sec.
5.1)
3. This review limited to speculative tenant space only -
special fire permits may be necessary depending on detailed
description of intended use.
John W. Rants, Mayor
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439
Page number
Yours truly,
City of Tukwila John W. Rants, Mayor
Fire Department Thomas P Keefe, Fire Chief
The Tukwila Fire Prevention Bureau.
cc: TFD file
ncd
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575.4404 ! Fax (206) 575.4439
Re Sewer Use Certifi tion D
(To be completed for all new sewer connections, reconnections, or change of use of existing connections.
This form does not apply to repairs or replacements of existing sewer connections.)
Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage
facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King
County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period
of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The
charge is collected semi - annually. All future billings can be prepaid at a discounted amount.
Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at 684-1740.
(Please print or type) `
Owner's Name l recck,s �ia + 4h�IFS
(Last, first, Middle Initial)
Property Tax I.D. Number '�Lt'7' 10 - l 1 G c —
Property Legal Addres:
Subdivision Name f_ A f\,b Lcik-ecin Subdiv. #
Lot # Block #
Building Name �l II II
(if applicable) Q,M CC &/.. f 1
Property ,
Street Address .=; (� �h I-t�,� S
KING COU NTY
City, State, Zip — 171_1( 1,0 cQcL LOA.
Owner's Mailing D 15
Address Mee kC ‘---
(If different from l J
above) t1C� 1` Lc IA
Owner's Phone Number (�5) ) c '31— C(- foci 7
Property Contact Phone Number ( ) ` - (cCf7
Party
to be Billed
(if different from owner)
Party's Mailing
Address
(If different from
above)
City or Sewer District
Date of Connection:
Side Sewer Permit #
Please check appropriate box:
Single- family
❑ Duplex (0.8 RCE per unit)
❑ 3 -Plex (0.8 RCE per unit)
❑ 4 -Plex (0.8 RCE per unit)
❑ 5 or more (0,64 RCE per unit)
No. of Units
❑ Mobile home space (1.0 RCE per space)
No. of Spaces
x 0.64 =
x 1.0 =
1.0
1.6
2.4
32
Residential Customer
Equivalent (RCE)
For condominiums, please fill out Supplemental Form A in addition to this form.
I certify that the information given is correct. I understand that the capacity charge levied will be based on this information
and any deviation will require resubmission of corrected data for determination of a revised capacity charge,' : • 7
Signature of Owner /Representative Date _a
Print Name of Owner /Representative
1057 (Rev. 11/98) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer
C e TER
REGISTERED AS PROVIDED BY LAW 'AS
CONST CONT GENERAL
; . . REGIST. # . , EXP.. D A T E
CC01" MJFHOI *092DA 10/01/1998
EFFECTIVE. DATE . 03/01/1991
. M J. F HOLDINGS INC
215 E MEEKER • •
KENT WA's 98032
t 2Gl �' - GLtn S�gna ure 1 L '�'� -'
r' Issued by DEPARTMENT OF LABOR AND INDUSTRIES'