HomeMy WebLinkAboutPermit D98-0170 - DREAMCRAFT HOMES - NEW SINGLE FAMILY RESIDENCED98 -0170
Dreamcraft Ho
City of Tukwila ir
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
Parcel No:
Address:
Suite No:
Location:
Category:
Type:
Zoning:
Const Type:
Gas /Elec.:
Units:
Setbacks:
Water:
Wetlands:
Contractor
DREAMCRAFT HOMES
4510 S 122 ST, TUKWILA WA 98178
DREAMCRAFT HOMES
215 E MEEKER, KENT WA 98032
VICKIE MARTIN
215 E MEEKER, KENT WA 98032
M J F HOLDINGS INC
215 E MEEKER, KENT WA 98032
DREAMCRAFT HOMES
215 E MEEKER, KENT WA 98032
k * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Permit Description:
CONSTRUCTION OF NEW 1,343 SQ FT SINGLE FAMILY
RESIDENCE WITH A 420 SQ FT ATTACHED GARAGE.
UTILITY PERMITS INCLUDE CURB CUT /ACCESS, SANITARY
SIDE SEWER, PERM. WATER METER AND STORM DRAINAGE.
****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
OCCUPANT
OWNER
CONTACT
CONTRACTOR
BILLING TO
Construction Valuation: $ 106,676.29
PUBLIC WORKS PERMITS: *(Water Meter Permits
Curb
WARNING:
IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
334740 -1190
4510 S 122 ST
4510 S 122 ST
NSFR
DEVPERM
V -N
GAS
001 Fire
North: .0 South: .0 East:
UNKNOWN Sewer: TUKWILA
.:Slopes:
License No: MJFHOI *092DA
Cut /Access /Sidewalk /CSS:
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversized Load:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Permit Center Authorized Signature:
Print Name: ____ l Ct_g114(%/141h
DEVELOPMENT PERMIT
Y
N No:
N
N Start Time:
N Cut:.
N
N Start Time:
Y No:
N Private: N
Y
N
N Private: N
***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 1,856.21
*****************************************,*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
This permit shall become null and void
180 days from the date of issuance, or
for a period of 180 days from the last
if the work
if the work
inspection.
Permit No:
Status:
Issued:
Expires:
Occupancy:
UBC:
Protection:
.0 West:
Streams:
End Time:
Fill:
End Time:
Public: N
Public: N
(206) 431 -3670
D98 -0170
ISSUED
09/15/1998
03/14/1999
DWELLING
1994
N/A
.0
Phone: 253 859 -9697
Phone: 253 859 -9697
Phone: 253 259 -9697
Phone: 253 859 -9697
Listed Separate) Eng. Appr: TKF
Size(in): .00
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.
Signature:_ _ L Date: LLB 4
is not commenced within
is suspended or abandoned
Connect
Install ,D,ep'os
Add' 1 Iii.sta11; Deposit
Plan Re view Fee:
Inspe.ct.�i F ee
W ater Tt�r.n Qn Fe"
Special lAisessment
0ther
-- WATER METER SUPPLEMENT
DEVELOPMENT PERMIT •
Appl i.e d. : Date: ,: 05/20/1998
Issued Date: 09/15/1998
Status:
S i to Address:
Location:
D98- 0.170
' ISSUED
45.10'S 122 ST
4510"S 122 :T
CITY OF TUKWILA
Address: 4510 S 122 ST Permit No: •D98
Tenant: Status: ISSUED
Type: DEVPERM Applied:..05/20/1998
Parcel #: 334740-1190 Issued: 09/15/1998
************A**********4************************k*************************,
Permit Conditions:
1. The storm drainage system downstream of your discharge will
not function correctly unlesheentire system iS in place.
Individual lot ownerswA14.0:0*by City to
install the portiopthe system asSiticlatith their lot.
Applicant proceed at their . 0)n rieS, as ' drainage'
sYstem cohstr,14416n : 4:6A4'0,o4; determineddfxidual lot
owners, ,Thetty no t? the stOripArafiiW6e
improvemeRtjdentlf4edah-the planclated2ip797 and
. approve0.4723-98 If,ap0116ailt'desires'tel-COmpjeteny
or all .0110st'orth drainage system the City will issue a
eparate.:perbft:for,work jr0heallt-of-wayycrOW an
- .adjoiOng : lot if pasementsare secured from the IptOwner .
2. The sidewalks shall belriStalled per plan datet.L2-180aiW,
.apprAiVed curb cut access shall be done oer
City: Staridards
.5; AllCon4itiOns KA shall apply,1.71
thiesperiOt. _
4. Temporary erosiocontr00a..4urehal) be Implemented a
thefirs,t;fr.der'-of_buslilesSto . prevent : sedimentation tf-
stt4.4 into existing storrn drainage taciulties
5. TWSite:;:Shall hae...W.manOnt erosion control measures ir
place as' as'pdssAble *eOr Onalgra has been
coMPleted, and: Final Inspection 6. DrivewaY_Wfdth shall be a 10' mi'nimpiii,aild20
shalf:b4a.:111axInum of 15%. Turi06d; be a
.
of five feet,
Drivei4ay Shall be paved within :$0'of:'rilihtf-,Way
7. Haulfng: 50 cy,shall require applicatIonfor a HaUlip,
Permit :prior to any
8. New constructi of.i4ny xn,W
residential stuOue shall have the_loWeSt f1oin0Alha
basement, elevated to a miniiik:ii'd Poor above the level
base flood elevation. (100-year)„,.-
All buildings will be constructed encertifiedeStbUilt at
or .above elevation shown on appfrOyeatorm . drainage plan
dated 2-18-97 and approved on 4-23,-98._„(NO 1929).
9. Enclosed areas below'the:Jowt:', designed to
automatically equalize hydi*Osfat1Ofldod forces. A mimimum •
of two openings having a total net area of not less than one
square inch for every square foot of enclosed areas subject
to flooding shall be provided and with the bottom of all
openings no higher than one foot above grade.
Openings may be equiped with screens, loUvers, or other
coverings or devices provided that they permit the automatic
entry and exit of floodwaters.
10. Anchoring -All new construction and substantial improvements
shall be anchored to prevent flotation, collapse, or lateral
movement of the structure. •
11. Land Altering (grading) to be carried out in accordance with
the plan dated 2-18-97 and approved on 4-23-98.
12. Downspouts, driveway, patio and drainage from other
impervious areas shall be collected in an on-site strom
.. ..'
drajn system Drains shall be -4", mist: ,d,iameter, PVC'
.schedule 40 or corrugated poly ethalyne pipe with a smooth.'
interior wall`. No ADS, flex pipe. Drain''shal l be laid: with;
;a minimum 1'X. slope: for gravity. discharge to location-
approved by Pub.l.i c Works Dept . Downspouts .'sha,l 1 not . connect
;to :.fo.oting drains. ' Footing drain and downspouts ,may: share
a' single discharge pipe downstream of the lowest footing`
The C i tv : of Tukw i 1,a.: has an undergrond i ng Ordinance equ i r i ng
the power telecommunications, and cable service lines be,
underground from the point of connection: :on the pole to the
house:
14. The applicant .must notify the City uti 1 i tv inspector at
'206-433-0179 union 'commencement and completion of, wOk at
1east..24 hours ln advance A11 3nspertron requests
f
uti lity work' must ,alse fi ber ntede � hpu S advance.
Project Name/Tenant: ,
h1H`im to 7Yllix� ' -' 1 .1- A L II (( C: t_ l
Value of C nstru do
0 ' &1( . 9
Site Address: �.- //�/ c - ,^,�( City State /Zip:
y�lV /G/�
Tax ftarcel 1 Ni!{nber:
3 ) -1 1 `-l('' - 09 ( _ C1(
Property Owner:
I j � - («ti, (,V - a. -- �e - I�l lf.a
Phone:
(L),) V Y :i - C I Vi . 1
Street Address: City State/Zip:
••) l ` ) i` M(( (S"c' . -' k (r\ -i l,(,i l \ ( . 1 K . ' 3 3-
Fax #:
( e . ) " » ) 1 - : 1 1 - t _.);)0_c
Contractor: 1
fl ).:� `. t IC (.{,1i.c,0 1i\(,•
Phone: _
(= `',)',) ` "_) • (( 041
Street Address: City State /Zip:
f 1 I`I`ff 1 (1&':J,:).
.) r ) C � . (. \'( C k ✓ (. r \. 1 1 , �� \
Fax #:
(')c. 3) ":11 ( — 5.)C
Architect: I 1 I' j
Phone:
Street Address: City State /Zip:
Fax #:
Engineer: 1 . ---- 2 . ,.., y \
1 (,∎.J�1•1 'A t.\, - I -1 �• .:,5060.. -ks
Phone:
Cyr .3 (C l -- 3 c33
Street Address: City State /Zip:
'2± r :) , I 1'J" - i l f , IA. ;(• E ‹rn l,11 (1.... '
Fax #: .
c sc:,
Contact Person: - 1 , . , I
\i1( k a 1
Phone:
05' c - C ifr: C 1 . 1
Street Address: • City State /Zip:
-.) `-) `c 1\,1(�( l l ;t «-I [A )i.\ c� `,:,
Fax #:
)s
(.� -5) )s9-1 - c3Dcs
Description of work to be done:
N'CW C.c_N -Avx c 11 0, -- ,sty \ ; -cu,, ., , (cSi at 4 L-) •
Type of work: MI New Single - Family Residence ❑ Addition - Single- Family Residence
❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure*
❑ Remodel /Addition to Accessory Structure in Garage(s)
❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof
Is this site served by: 0 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722)
Existing Square Footage for Structure: tom, 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: i !-C > sq. ft. Dwelling sq. ft. Covered Deck(s)
'13G 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) • °' 3 : ;1
*For an Accessory dwelling, provide the following:
' - 1 `' O Lot area ` 15 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 TUKWILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
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.
loge:
APPLICANT'REDUESTIFOR P.UBLIC'W.ORKS ?siT civil: ep LANAEVIEW,APTHE`FOLL"OWIN
• '(AdditionalrevleWs shall .' be deternilned.by the Public . Works Department)
❑ Channelization /Striping Cit Curb cut/Access /Sidewalk ' r8`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:
F l Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
® Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
® Water Meter /Permanent # 1 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:
5 ye ti
Date application ex Ir
11•20socit
Appllq t (lnldels)
PLEASE SIGN BACK OF APPLICATION FORM
SFPERMIT.DOC 2/13/97
BUILDING !•WNER +AUTHORIZED.'AG
r .e71 • •a: .•' •d.:i'l,ntL7,$'4, ,a:"3 4 ^i>4v1 > ; *St;Y `f a,Y !
Signature: , Al
_
,(%lA,�1
Date: t _) 'iQ �5 ., ' ! . ; `"t.
Print name: id . . t��,�
�r
1_ )
t' • c ¥ ,��
, 1
Phone: ... " 'I Fax #: _ r ..
;: )r, - -, $-, 6 1 kit.l I r )t -, d)t..l �.
Address: - 14,.;',,)r - .).
),_,1 C' ( k 0 ■ _
``
City /State /Zip :..._ 1Ci V.1 t , 0/ C C Xl .
"s< ,
- A f ' n S" . IAL PtRMI APPLI ATIONS MUST BE SUBMITTED WITH THE FOLLOWING:
y DRAWINGS PREPARED BY IGISTERED ARCHITECT OR PROF' 31ONAL ENGINEER MAY BE
REQUIRED BY THE BUILDIN& FFICIAL
• ALL' D 4AWINGS HALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
• BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A 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).
❑ ❑ 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.
❑ ❑ 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 ".
Bul lding Owner /Au�ha�Izetl;gge►t If fie apgj( It.l�'p( er J of `' �' s 4 , .• r "' `� ""
°
, �, ot . , tfs+ l�'i �:� S1 4e 9 (.r � 4,1. s hit ect lerigl
by the Stat ' , �
e: f. Washington; ; ,.nar.d:lettarfro the ro e o
l "F, P ►IJ!r a 1ha # 4o sub it ;t sl ip E 1'
obtain the: /iermit . 0111beirequlred�as'pi rtlo't ihls sib mlftal: ?'' I� �` i� � *�= ;s'
s ? s t , , ws ` x+ r i y
,.. f T .n.,.,..a n;•,, . foe R4
yr
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.
SFPERMIT.DOC 2/13/97
Account Code
000/345.830
000/322.100
000/345.830
000/345.830
000/345.830
000/386.904
000/342.400
412/342.400
402/342,400
401/388.102
401/386"520
401/342~400
401/343.405
401.388.104
403°388.104
'--'-~-
��x� `�� � ��`���� `�
^^ `^, ^'�' ` ' ` � '. '
- �*`
CITY OF: TUAWILA'. NA
*1,+ik*Iitk+**** lk. .^+.** i +
TRANSMIT N b R97O0831 Amount: 1� 2 09/15/98-4.141
TK um ep: '� moun : 5 � 0 .75 O9/15/98�(11�1g`�
Payment Method: CHECK Notation.: DREANCRAFT HOMES Injt:.BLH •••
�---__--'--------_~��---�--_-~ _
Description
PLAN CHECK`- NONRES
BUILDING ^ 8E8
PLAN CHECK -� QEG
PLAN CHECK - UTILITY
PLAN CHECK -WAlGR METER:
STATE .BUILDING SURCHARGE
%NGP FEE _UTILITY
1NSP FEE STORM DRAIN
INSP FEE ~ SME/SS8
NATER CDNNECT%OW
WATER INSTALLATION . (DEP)
WATER INSPECTION FEE
WATER TURN-ON FEE
WATER lGSE G-ALLENTO.N
SEWER ASSESS-ALLENTUWN
Permit No: D98-0170 Type: UEVPEQM DEVELOPMENT PERMIT .'.
Parcel No:
Site Address: 4510 8 122 ST
Location: 4510 S 122'WT`
Total Fees:
This Payment ` 12,502.75 Total ALL Pmts:
Qa/lancg: � �!.00 '
�4c*a*4.*+**«*********+****a***+****a**«+**+**a****a4*o.+*a*+**^***�
131O2"�21`
,
13.1O2��1�
Awqunt'.' .
-599.46
922.25
599.46 '
20.00
.` 4
� 58
' `15,0U
15.00
U
�O~0
^
60.00
150.00
15.00
25.00
3 9�8
v ~.p.^„.
7,278.00 ,�
•
+h,+skA *a kk l
�4AAJ.t�Ahs.�r. As1) •k�,�k slhAfsk��,s1kdAAA•h *.
CITY OF, TUKWILA, WA 1 l -- TRANSMIT
.r: - * 11• •% •ikic I ,v4( *,** 7% . 4.
s.O1fisk`k •h #•0sk•k •k A •x ikscc4 k..
# A lie * s1 ,1 st 4-.* ' *•* k h 4..14. tiF # >F * A A. sk is * H.
TRANSMIT iiumb' r.: R97O076t3 Amount: 599,•46 --05, .
Payment, Me.thodi CHECK `Notation:: DPEAMCRAF'_T'HOMES In,it:`K 1P
. _ ~ Pei
Permit' No 09.8-0170 ; Type: • DEV,PERM. DEVELOPMENT PE.1613T`
Parcel No 334740• -1190 •
Location: S 122 ST &. pit, AV a
Total Fees: 1;;.): G.:2
Total • ALL • Pmt .53'x.46
- Bel ante: 926.75. .
4. * *itskit i A *# is *o A * *sk k•A*sk **isa *A#•A' * gkAs1•sk,iss1kt'st j'it *,(* - ;k ...
Ar_r.ourrt Code ' Desc,t'iptioii Am,punt
OOO/345. C ;3O PLAN' .CHOCK; 'r ONREr 599 46
This Payment
: 2275. 05/22.9717
Projeet cmit.Q.ccA. V4 ....
ype o specti.
‘ V U.
.1411'.0.4.1.......,. .....
- -..".:..01...-...4.4"
• ate T 0 '
\ --- 1)- lk-j
1...
Spedial instrittions:
- i
•■,
,
.„
Date wanted: V
ci
p.m.
Requester-
Phon e: 7 o (- oo
3
"••••" • aalM..exto
• • •,
•INSPECTION RECOr-,
Retain a copy with
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98
Approved per applicable codes.
(206)431-3670
Corrections required prior to approval.
$47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
.42:444 1r.. • /
Project: bi/r Gkvl C/.11
._
Tgl:lneeCt n:
Addressyc
<
''
i
Date called: •()
Special instructions:
Date wanted: ,
t'3
e......9
P.m.
Requester:
Phone:
ANSPECTIoN NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
COMMENTS:
Approved per applicable codes. n Corrections required prior to approval.
.1A.Aki■
LJ $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee mustje paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
• '...);
-
INSPECTION RECOE)
Retain a copy with pe it
Date:
PERMIT NO.
Project: A
Type of inspection:
n
Addre s�� /v 5
/ 2c2
v
Date called: � /_
FY
Special instructions:
Date wanted: pm,
a.m.
P.m. .
Requester
1�f
4
Phone No.:
VMe
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd.,' #100; Tukwila, WA 98188
n Approved per applicable codes.
COMMENTS:
I Inspector:
"? °v " ";.:� rc�,Ft`;�+"""��✓f3�j�ty«n� pct: �"' �y;" i7' f' �`=l r�. `i.s�;�'flrf7��.°",7°A"ti'"�
INSPECTION RECOR[[�
Retain a copy with perr>f'►, )
Corrections r
Date: z
�i sp
PERMIT NO.
(206) 431 -3670
uired prior to approval.
2 /
P rior to i
ri
$42.00 REINSPECTION FEE REQUIRED. ection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
,
Project:
.Noit.ANt
Type of Inspection:
D
'Address.
LOT Li 510 5d I 2-2/tI0
Date called:
i i 7
Special instructions:
.
..
Date wanted:
ki
a.m.
p.m.
Recyster:
.c,•44.4A.A.V11
Phone:
Retain a copy with permit
INSPECTION Nb,
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
COMMENTS:
idYr s rothioi
I T
I bou C p(4 ` r Ocu,
A AA.1■. 0,PM.
1/t
tyl nAl)).
/k. ce5v-a1
CeriA/-4
4
Inspector:
INSPECTION RECORD
'
Date: q
PERMIT NO....
(206)431-3670
Approved per applicable codes. fl Correct' ns required prior to approval.
E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee nni47134aid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
[Receipt No:
Date:
‚ /7
Project: -, ea
D era
Dr en-Q 4- tiorri a
Type of Inspection:
wa er sevvice,
Address: '
451O 3 /224149
Date called:
3- 15-91
Date wanted: 0 .... )(0 5 ,,,,, (a7rDri
Special instructions:
Requester: f i
pm ec,
Phone: 2o67/,7q- 00%.
•
INSPECTION RECORD
Retain a copy with permi
0
CITY OF TUKWILA BUILDING DIVISION
INSPECTION NO.
fl Approved per applicable codes.
•
Date:
PERMIT NO.
6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670
Corrections required prior to approval.
COMMENTS:
Inspector:
5�
Date: Ikai”
El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Id
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
• r,
Proj-Kt:
Type of inspection:
,
Addreks:
" r 3 4
( -4,
(2--
Date called: q
14___11?
Date wanted:
112A iq q
a.m.
P.m.
Special instructions:
...- '
Requester: i ,
0 >
Phone No.:
- 71 5
Approved per applicable codes.
COMMENTS:
Receipt No.:
rnrw:*-m4st
INSPECTION RECORD
Retain a copy with permi
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
-01
Inspector:
60 Date: 1/241
Li $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must
be paid at 6300 Southcenaif Blvd., Suite 100. Call to schedule reinspection.
1 I
r 06- 017°
--1-•-
•
PERMIT se
Na e..40 4
(206) 431-3670
Corrections required prior to approval.
• .4-
Date:
Proje r(� ++
c um_ttili' T
Type of inspecti 1`
i
1
lc oat
Add -
/
}t
Date called:
12,
SpeciaT instructions:
r A"
Date wanted:
a. m.
R�quester:
Lori
INSPECTION REC 4D
Retain a copy with k,mit
CITY'OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
pproved per applicable codes.
Inspector:
[Receipt No.:
Date:
K--e)
PERMIT NO.
(206) 431-3670
Corrections required prior to approval.
COMMENTS:
1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection.
Project:
D reamcra f4- Homes
Type of inspection: "`t
5r� sewer
��cc,,ddress:
Lot ss — N / S 122nd Si
D called:
12-17 qs
Special instructions:
Date wanted: a.m.
i2, -1848 OP
Requester: R
Phone No.: 253 - 350 - 1320
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188 1 -36 0
Approved. per applicable codes.' ..
COMMENTS:
INSPECTION RECO Pp-
Retain a copy with pe ,,,,
I1
r
Corrections required prior to approval.
141°4- 1471 ( / 7 AR elel 71 0 . 1
Re / 4r A01 . 4111
, hsfceI 1Z/2-07 plssec/ 4/t
e54 deg Otis o/ act- r' / /c� /
A lcove t, f zef A4 live
• ill/ > rig / to Y" CoircA:on
Inspector: ...,47co /07 .. 7 ‘
D•98 0)70
PERMIT NO.
a /Z /79r
Date:
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Project: •'
nrec. c .'
�/ /fo. ee$i
Type of inspection:
,SE"t3Q
Addr ss:
,
Date called:
Special instructions:
'4;,
'�
` " f=4
. '
Date wanted:
/2- / 7- t�l
.
p.m.
r Requeste
rG !j1
one No.:
36o -R 5 - ;376 9
INSPECTION RECO
Retain a copy with peLit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenfer Blvd., #100; Tukwila, WA 98188
II
11
Approved, per applicable codes
1Y8 -oI"7o
Corrections required prior.to approval. •
COMMENT4:
)
) 1110 477
PM
( Inspector :
Date: i A ,77 9e
$42,00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reinspection.
Receipt No.:
Date:
Project:
Dreamcra . c.v {domes
Type of inspection:
Seamy
Mire s:
Mire06 —'15la .' /22nd .-
D to called:
pi lld
t 12'15 -98
Special instructions:
Date: wanted:
/Z — l6-g 8
a.m.
Requester: era('
Phone No.: 36 o/ 82
— 3 9 89
fl
Approved per applicable codes.
Receipt No:>
INSPECTION REC
Retain a copy with p pit
INSPECTION NO. .
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
Date:
Dq8 -01-7o
RMIT NO,
12
Corrections required prior to approval.
COMMENTS:
Inspect r: ^tec
Date:
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
4o ,
Proje 0 & • en*.
T se of inspeatio •
0 . 4r2 1 1, 1 PII I ,Ir...N. 17 - '7...L... .__:.!-f. - --L • l ■ . 1
d4sb S 45
. va...a
Date ca : • : •7I
Special instructions:
: 1
Date wanted:12-h
Requester:4
- _rcmzvrmgrgrmrztwor4rrrv-*4;
INSPECTION RECORD
Retain a copy with snit
• INSPE N NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #10' Tukwila, WA 98188
Approved per applicable codes. Corrections required prior to approval.
CO MENTS: •
Inspector:
Date:
Date;
5-017
PERMIT NO.
(206) 431-3670
■ .04 IL
$42.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
S""F. •
Project:
Type of inspection:
---126--
Address:
Date called:
::
Special instructions:
Date wanted: /�
;) 1
: m i l
Requester:
Phone No.:
. -+.. .. " -� " '9ui'4.WP✓d.'°l.`ZIl7Yi* Y!'t
INSPECTION RECTA!)
Retain a copy with ,,�hit
INSPEC NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 9818
COMMENTS:
Approved per applicable codes.
(206) 431 -3670
Corrections required prior to approval.„
Li $42.00 REINSPECTIO ' EE REO !RED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
Project:'
;� r.�r ni c-PQr -
Type of in ection:
h -�
6
Address:
415 5 /2e/
Date called:
_.
Special instructions:
�,,�!�
( `�'' -
TA.
.
Date wanted: /
/
- (S .
p.m.
Requester:
.(C c -
Phone No.:
"
° - r-� 5-
ECTION REC `.p
Retain a copy with ,hit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISIO
6300 Southcenter Blvd., #100; :Tukwila, WA 981
S
COMMENTS:
Cr•
Inspector:
(1
Approved per applicable codes.
4 ! G/V ' ` Date: ---;15
$42.(f0 REINSPECTI FEE REQUIRED. Prior to, inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection,
/55-070
PERMIT NO.
(206) 431 -3670
Corrections required prior to approval.
Receipt No.:
Date:
- .ject:
Typ:..' ..: ti. i ._
A . ress
(,� -
r ,( s
(
.Date calle • 17
Special instructions:
Date wante :
1
a.m.
parr:
Requester. D �
C 4
Phone ^ ?. ( O " i
1 . 4 -smt ct 4t- mom-4
INSPECTION RED
Retain a copy with mit
IN PECTION NO
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100; Tukwila, WA 98188
ERMIT NO.
(206) 431 -3670
COMMENTS:
Inspecto
Approved per applicable codes. f4 Corrections required prior to approval.
Date: /
$42.00 REINSPECT! df1 FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
oiect: r�
Ci�am(v art'1
lS
T of inspection:
cc ,
4 s'
Date called: ) •
Special instructions:
• Requ
�',q-J�'t
, N,;,'„
Date wanted /, Ai
t r:
4.o X riz a
. c 3 R5 r 7 (o
INSPECTION REC
Retain a copy with it
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 9818
Approved per applicable codes. - Corrections required prior to approval.
u . COMMENTS:
f Receipt No.:.
Lyp -• g o
PERMIT NO.
(206) 431 -3670
F $ 00 REINSPECTION FEE. REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reinspection.
Date:
:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., Tukwila, WA 98188
P Tye f i sp ction:
Date called:
Special instructions: Date w t d: a.m.
Reques er:
Phone No.:
`COMMENTS:
roved per applicable codes. I Corrections required prior to approval.
-- -0/' Q
PERMIT NO.
. (206) -3670
Date;.
r
$42. REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection,
Receipt No.:
Date:
P r ct: PcuvlC 1± Homes
`� tr�t
T51of inspec ion: u
.� Q
Pd3s 0 s . a:014 Sk
D ate cgiI 2 8i `
�� / ' i
Special instructons:
Date n e
*•
Requester
'�,/ c Ma - 11,�
P t _ 3 ! b 51 " l
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
COMMENTS:
Ate* ear
i $42.00 R INSPECTION pi FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Inspector
INSPECTION RE
Retain a copy with mit
PERMIT NO.
i f�
rt5Pie •
(206) 431 -3670
Corrections required prior to approval.
91
Receipt No.:
Date:
Pro*Le 3 aer,„...., c,...,, te I..
Type of inspection:
Address:
WS /0 g 12.
2,
Date called:
Special 'instructions:-
I.
Date wanted:
/0 4 —
P.m.
Requester: ,i ,
IY le c
Phone No.:
aS3- R3 9697
VAP
INSPECTION RECOlir
Retain a copy with peer...,1
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
OW 01
RMIT NO.
Corrections required prior to approval.
COMMENTS:
ca\IN42AA-N -h) A-4)
Inspector:
6
Date: i c y a fi g
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:
Project'
/"Z's, ..v).....
Type of inspection:
Date cal ed:
Address' s•
L / ' /O ,5; /'2.2 e
Special ins ructions:
Date wanted—
a.m.
Requester:
Phone No.:
'
INSPECTION REC
Retain a copy with P..../nit
INSPEC7IONNO.
'. CITY.OF TUKWILA BUILDING DIVISION
6300, Southcenter Blvd., #100; Tukwila, WA 98188
Inspect
Date:
(206) 431 -3670
Approved applicable codes.
Corrections required prior to approval..
COMMENTS::
Date:
$42.00 REINSP • TION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Receipt No.:
Project: `t Y
t
Type of inspogonn: O 1
Address: �
L/5/0 S
date call ed:
' / y
Special instructions:
Date wanted: h. . ts
4;4
Requester! 0
Phone No..
�c)( SI 0 7 / (
COMMENTS:
Inspector:
INSPECTION REC D
Retain a copy with mit
NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 9818
Approved per applicable codes.
r ./ "f404) Date: 1-7 . - G 8
$42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Corrections required prior,to approval.
Date:
PERMIT NO.
71
(206) 431 -3670
• :.• .. p.roile.ctNaine--- • s c p n . e s•
. .
•
•
/
Address to1
Sprinklers:
Fire Alarm:
Hood & Duct:_
/
Halon:
Monitor:
Pre-Fire:
Permits:
•
City o
( Authorized
FINALAPP.FRM
• • '
Fire Department
Tit
. _
-__ThonlasAkmfejlreChlif
D96— owy
0 233
096. 02
2 -3/
- _
TURWILA FIRE DEPARTMENT - — 15 9e - 32 '
FINAL APPROVAL- FORM- • b5.9
q /.20 0.6 3" -
/ /24)79 t ' ,•-- - 04. 7#
'AT/0
,
- Retain current inspection schedule
Needs shift inspection
Approved without correction notice
Approved with correction notice issued
- • * John W Rants, Mayor
0 90 - 6).729
- to 4
,)98-
09R -
Suite #
Rev. 2/19/98 T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East ik Tukwila, Washington 98188 • Phone: (206) 57S-4404 • Fax: (206) 575-4439
TITLE 18 — ZONING
8. In case uncertainty exists which cannot be
determined by application of the foregoing rules, the
Hearing Examiner shall determine the location of such
use district boundaries. Applications for such special
exceptions shall be a Type 3 decision processed
pursuant to TMC 18.108.030.
(Ord. 1796 §3(part), 1997; Ord. 1770 §23, 1996;
Ord. 1758 §1(part), 1995)
18.08.050 Title compliance.
Except as provided in this title:
1. No building or structure shall be erected
and no existing building or structure shall be moved,
altered, added to or enlarged, nor shall any land, build-
ing, structure or premises be used, designed or
intended to be used for any purpose or in any manner
other than a use listed in this title as permitted in the
use district in which such land, building, structure or
premises is located.
2. No building or structure shall be erected,
nor shall any existing building or structure be moved,
reconstructed or structurally altered, to exceed in
height the limit established by this title for the use
district in which such building or structure is located.
3. No building or structure shall be erected,
nor shall any building or structure be moved, altered,
enlarged or rebuilt, nor shall any open spaces sur-
rounding any building or structure be encroached upon
or reduced in any manner, except in conformity with
the building site requirements and the area and yard
regulations established by this title for the use district in
which such building or structure is located.
4. No yard or other open spaces, provided
about any building or structure for the purpose of
complying with the regulations of this title, shall be
considered as providing a yard or open space for any
other building or structure.
Printed October 10, 1997
(Ord. 1758 §1(part), 1995)
Sections:
18.10.010
18.10.020
18.10.030
18.10.040
18.10.050
18.10.060
Chapter 18.10
LOW DENSITY RESIDENTIAL
(LDR) DISTRICT
Purpose.
Permitted uses.
Accessory uses.
Conditional uses.
Unclassified uses.
Basic development standards.
18.10.010 Purpose.
This district implements the Low Density
Residential Comprehensive Plan designation, which
allows a maximum of 6.7 dwelling units per net acre.
It is intended to provide low density family residential
areas together with a full range of urban infrastructure
services in order to maintain stable residential
neighborhoods, and to prevent intrusions by
incompatible land uses.
(Ord. 1758 §1(part), 1995)
18.10.020 Permitted uses.
The following uses are permitted outright within
the LDR district, subject to compliance with all other
applicable requirements of the Tukwila Municipal
Code.
1. Dwelling — One detached single- family
unit per lot, (includes factory -built or modular home
that meets UBC).
2. Animal veterinary, including associated
temporary indoor boarding; access to an arterial
required.
3. Public parks, trails, picnic areas and
playgrounds, but not including amusement parks, golf
courses, or commercial recreation.
(Ord. 1758 §1(part), 1995)
18.10.030 Accessory uses.
The following uses and structures customarily
appurtenant to a permitted use, and clearly incidental to
such permitted use, are allowed within the LDR
district.
1. Adult day care and adult family homes.
2. Accessory dwelling unit, provided:
a. minimum lot of 7,200 square feet;
b. accessory dwelling unit is no more
than 33% of the square footage of the primary residence
and a maximum of 1,000 square feet, whichever is
less;
c. one of the residences is the primary
residence of a person who owns at least 50% of the
property,
d. dwelling unit is incorporated into the
primary detached single- family residence, not a
Page 18-21 i
9 �
Lot area, minimum
6,500 sq. ft.
Average lot width (min. 20 ft. street
frontage width), minimum
50 feet
Floor area ratio for all structures
50% maximum
Setbacks to yards (minimum):
• Front, 1st floor
20 feet
• Front, 2nd floor
30 feet
• Front, decks or porches
15 feet
• Second front, 1st floor
10 feet
• Second front, 2nd floor
15 feet
• Sides
5 feet
• Rear
10 feet
Height, maximum
30 feet
Off - street parking
• Residential
2 per dwelling unit
• Accessory dwelling unit
See Accessory
Use section of this
chapter
• Other uses
See Off - street
Parking & Loading
Regulations
chapter
TUKWILA MUNICIPAL CODE e e—
separate unit, so that both units appear to be of the
same design as if constructed at the same time;
e. minimum of three parking spaces on
the property with units less than 600 square feet, and a
minimum of four spaces for units over 600 square feet;
and
miniums.
3. Family child care home.
4. Garage or carport (private) not exceeding
1,500 square feet in floor area, provided it is located on
the same lot as the principal use and is subject to the
regulations affecting the main building.
5. Greenhouses (noncommercial) and storage
sheds not exceeding 1,000 square feet in floor area.
6. Home occupations.
7. Parking areas.
8. Private stable, if located not less than 60
feet from front lot line nor less than 30 feet from a side
or rear lot line. It shall provide capacity for not more
than one horse, mule or pony for each 20,000 square
feet of stable and pasture area, but not more than a total
of two of the above - mentioned animals shall be
allowed on the same lot.
(Ord. 1758 §1(part), 1995)
18.10.040 Conditional uses.
The following uses may be allowed within the
LDR district, subject to the requirements, procedures,
and conditions established by the Conditional Use
Permits chapter of this title.
1. Cemeteries and crematories.
2. Churches and community center
buildings.
3. Electrical substations -- distribution.
4. Fire and police stations.
5. Libraries, museums or art galleries (public).
6. Schools, preschool, elementary, junior and
senior high schools (public), and equivalent private
schools.
7. Radio, television, microwave, cellular or
observation stations and towers.
8. Recreation facilities (public) including, but
not limited to, sports fields, community centers, and
golf courses.
(Ord. 1758 §1(part), 1995)
18.10.050 Unclassified uses. [see Ord. 18161
Landfills and excavations which the responsible
official, acting pursuant to the State Environmental
Policy Act, determines are significant environmental
actions may be allowed within the LDR district, subject
to the requirements, procedures and conditions
established by the Unclassified Use Permits chapter of
this title.
Page 18 -22
f. the units are not sold as condo-
(Ord. 1758 §1(part), 1995)
18.10.060 Basic development standards.
Development within the LDR district shall conform
to the following listed' and referenced standards:
LDR BASIC DEVELOPMENT STANDARDS
(Ord. 1758 §1(part), 1995)
Printed October 10, 1997
• • •
.
.. •
PROJECT NUMBER 2359
CLIENT
ATTENTION
REFERENCE
SUBJECT
ktmlyt H. L
JJ �IJJ
CONSULTING ENGINEERS
: Dreamcraft Homes
215 E. Meeker Street
Kent, Washington 98032
: Bill Babb
: Allentown Development along 46 Avenue S, Tukwila
: 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
20 May 1999
OBSERVATIONS
Dq8Oi1O
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.
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 Toads 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.
H PI U 1J!
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 Toads 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
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
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
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.
20 May 1999
CONCLUSIONS
page 5 of 6 pages
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 Toads 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.
EMPSPEEMIL
•re
I EXPIRES 17 FEBRUARY 2000
'
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
HEMPHILL concludes that
settlement from seismic vibrations
with an intensity of VII would be
insignificant, and that liquefaction
could not occur from any intensity.
PHI
PROJECT NUMBER 2359
"page 6 of 6 pages
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
HEMPHILL concludes that
settlement from seismic vibrations
with an intensity of VII would be
insignificant, and that liquefaction
could not occur from any intensity.
July 15, 1998
Ms. Vickie Martin
Dreamcraft Homes
215 East Meeker
Kent, Washington 98032
Dear Vickie:
SUBJECT: CORRECTION LETTER #2
Development Permit Application Number D98 -0170
Dreamcraft Homes
4510 S 122 St
This letter is to inform you of corrections that must be addressed before your
application for development permit can be approved. All correction requests from
each department must be addressed at the same time and reflected on your drawings. I
have enclosed comments from the Planning Division. At this time the Building
Division, Public Works Department and the Fire Department have no comments
regarding your application for permit.
The City requires that four (4) complete sets of revised plans be resubmitted with
the appropriate revision block.
In order to better expedite your resubmittal a Revision Sheet must accompany every
resubmittal. I have enclosed one for your convenience. Corrections /revisions must be
made in person and will not be accepted through the mail or by a messenger service.
If you have any questions please contact me at the City of Tukwila Permit Center at
(206) 431 -3672.
Sincerel
Kelcie J. Pe erson
Permit Coordinator
Enclosures
File: D98 -0170
C
City of Tukwila
Department of Community Development Steve Lancaster, Director
f
John W. Rants, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665
JJS/tkf
City of Tukwila
Department of Public Works Ross A. Eamst, P. E., Director
TO: Permit Center
FROM: Public Works Engineering
DATE: July 14, 1998
SUBJECT: Dreamcraft Homes - SFR
4510 S 122 St
Permit Number: D98-0170
Contact Person: Vickie Martin
Phone: (253) 859-9697
NOTIFICATION OF UTILITY PERMIT ACTION
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
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
John W. Rants, Mayor
3,968.00
7,278.00
25.00
20.00
260.00
25.00
TOTAL: $11,576.00
Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the •
.., I
permit file.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 4334179 • Fax (206) 431-3665
C
City of Tukwila
John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
PLANNING DIVISION COMMENTS
Date: June 23, 1998
Re: D98 -0170
Applicant: Dreamcraft - Homes
Please contact Michael Jenkins at (206) 431 -3670 if you have any questions
about the revisions requested below.
The site plan indicates a two car garage while the elevations show a three
car garage. Please revise the site plan or elevations for the correct
number of garage spaces.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 41313670 • Fax (206) 41313665
June 10, 1998
Ms. Vickie Martin
Dreamcraft Homes
215 East Meeker
Kent, Washington 98032
. Dear Ms. Martin:
SUBJECT: CORRECTION LETTER #1
Development Permit Application Number D98 -0170
Dreamcraft Homes - Lot 3
4510 S 122 St
Sinc99rely,
Cie t eell- 45 M
Kelcie J. Peterson
Permit Coordinator
Enclosures
File: D98 -0170
City of Tukwila
John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
This letter is to inform you of corrections that must be addressed before your
application for development permit can be approved. All correction requests from
each department must be addressed at the same time and reflected on your drawings. I
have enclosed comments from the Planning Division and the Public Works
Department. At this time the Building Division and the Fire Department have no
comments regarding your application for permit.
The City requires that four (4) complete sets of revised plans be resubmitted with
the appropriate revision block.
In order to better expedite your resubmittal a Revision Sheet must accompany every
resubmittal. I have enclosed one for your convenience. Corrections /revisions must be
made in person and will not be accepted through the mail or by a messenger service.
If you have any questions please contact me at the City of Tukwila Permit Center at
(206) 431 -3672.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665
DATE: June 4, 1998
PROJECT NAME:
PLAN CHECK NO.: D98 -0170
PUB CC. WORKS DEPARTMENT COMLNTS
Dream Craft Homes
Lot 3 BLA L96 -0077
PLAN REVIEWER: Contact Tammy Frederick, Permit Technician at (206) 433 -0179, if
you have any questions regarding the following comments.
After reviewing the plans you submitted the Public Works Department finds that the site plan is
incomplete, we will need four (4) copies of the site plan showing the following information:
1. Show Sanitary Side Sewer line from the stub out to the house. Show pipe size and materials to be
used along with the percentage of slope. (Refer to drawing #SS -1, attached, for construction details
for you or your utility contractor's use.)
2. Show water line connections (from the main to the meter and from the meter to the house)
including the location and size of the water meter. (Refer to drawings #WS-14 & WS -18, attached,
for construction details for you or your utility contractor's use.)
3. Storm drainage shall be per the storm drainage system plan dated 2 -18 -97 and approved on 4 -23-
98.
The storm drainage system downstream of your discharge will not work unless the system is in place.
Individual lot owners will be required by the City to install the portion the system associated with
their lot. Applicant proceeds at their own risk. The City will not install the storm 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 that lot owner.
4. Show width of driveway and the edge of back of sidewalk.
5. Sidewalks are required for this project and shall be installed at the time of construction of the
homes on a lot by lot basis for all properties adjacent to the city right -of -way. Refer to Typical
Frontage Improvement Section of plan dated 2 -18 -97 and approved on 4- 23 -98.
6. Show the location of the closest power pole and how the lines will be connected to the house. The
City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and
cable service lines be underground from the point of connection on the pole to the house.
7. You will need to submit a Flood Zone Control Permit (application attached).
A sample site plan and a H9 check list are attached for assisting you to prepare the above requested
information. Please contact us if you need further assistance with your site plan revisions and we can go over
it with you before you resubmit.
Please fill out the attached Metro Sewer Certification Form and return it with your re- submittal.
cc: Gary Barnett, Public Works
City of Tukwila
Department of Community Development
PLANNING DIVISION COMMENTS
Date: May 27, 1998
File No: D98 -0170
Applicant: Dreamcraft Homes
Please contact Michael Jenkins at (206) 431 -3670 if you have questions about
the requested revisions listed below.
1. The site plan does not match the front elevation, in that the garage is
shown on the east side of the property while the building elevations show
the garage on the west side of the parcel. Please submit a site plan that
shows the garage on the west side of the parcel or revise the elevations to
match the existing site plan.
John W. Rants, Mayor
Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431= 3665
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER:
D98 -0170 DATE: 7 -22 -98
PROJECT NAME: DREAMCRAFT HOMES
Original Plan Submittal Response to Incomplete Letter
_XL— Response to Correction Letter # 2 Revision After Permit Is Issued
DEPARTMENTS:
able, ' M ' ®. Structural
DETERMINATION OF COMPLETENESS: (Tues, Thurs)
Complete ❑ Incomplete
Comments:
TOES /THURS ROUTING: Please Route
\PR•ROUTE.DOC
6/98
Fire Prevention
�1�
n
Routed by Staff (if routed by staff, make copy to master file and enter into Sierra)
PI n'nTrig Division
Z3 1
Permit Coordinator
DUE DATE: 7 - 23 - 98
Not Applicable ❑
No further Review Required
pm.
REVIEWERS INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 - 98
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE:
Approved ❑ Approved with Conditions 0 Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE.
D98 -0170 DATE: 6 -22 -98
ACTIVITY NUMBER:
PROJECT NAME:
Original Plan Submittal
XX Response to Correction Letter # 1 Revision After Permit Is Issued
DREAMCRAFT HOMES
Response to Incomplete Letter
DEPARTMENTS:
Bu Slding Division
e 6-24
I� blic Works
tlQ n -ILIA
DETERMINATION OF COMPLETEN SS: (Tues, Thurs) DUE DATE: 6 -23 -98
Complete 0 Incomplete 0 Not Applicable
Comments:
TUES /THURS ROUTING:
\PR•ROUTE.DOC
6/98
(-
WThUF C'oor� . Go
PLAN REVIEW /ROUTI'NG SLIP
FirePP
ention
Structural
Please Please Route 0 No further Review Required
Routed by Staff (if routed by staff, make copy to master file and enter into Sierra)
Plannin Division
1\te Coor in to r dor
REVIEWERS INITIALS: DATE:
APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 - 21 - 98
Approved 0 Approved with Conditions 0 Not Approved (attach comments) 0
reCki titt #7 • 5 "W. P
REVIEWERS INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE:
Approved 0 Approved with Conditions 0 Not Approved (attach comments) 0
REVIEWERS INITIALS: DATE:
ACTIVITY NUMBER: D98 -0170 DATE: 5 -20 -98
PROJECT NAME: DREAMCRAFT HOMES
DEPARTMENT:
B
lid
Complete
Comments:
ig Division ❑
4;' • tOMi'L`8
TUES /THURS ROUTING:
\PR•ROUTE.DOC
1/98
PL�A��W CeMett /ROUTI�LIP
00
Fir Prevention
N 5a4
Struc#11
Incomplete E
emi\Q■kit
MI
P nning Division
ermit Coordinator
DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 5 - 21 - 98
Not Applicable ❑
Please Route ❑ 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: 6 - 18 - 98
Approved ❑ Approved wi Conditions Not Approv d (attach comments) ❑
� frib UP OfteCAPA
EWER INITIALS: DATE:
CORRECTION DETERMINATION: DUE DATE:
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
REVIEWERS INITIALS: DATE:
REVISION SUBMITTAL
DATE: .117- 7 ( PLAN CHECK/PERMIT NUMBER: cV D - 0 1
PROJECT NAME: D t(e 1 CXG ± -' Q rn
PROJECT ADDRESS: `'-i 5 16 S 0-(3. s+
CONTACT PERSON: VIA. Li,. Mkr"{ir PHONE: 013 '�`1 cftCl7
REVISION SUMMARY:
SHEET NUMBER(S)
"Cloud" or highlight all areas of revisions and date revisions.
SUBMITTED TO:
CITY OF TUKWILA
Department of Community Development
Building Division - Permit Center
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670
•
Cfr-61 0 � r✓c O
CITY OF
JUL 22is98
CENTER Aity
3/19/96
9l /b'd Md /Qoa tf1IMNf i Wd2S:90 86• SZ -Iflf
PROJECT ADDRESS:
SUBMITTED TO:
Bldg.
CITY OF TUKWILA
Department of Community Development
Building Division - Permit Center
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670
REVISION SUBMITTAL
DATE: 1 1 QM. PLAN CHECK/PERMIT NUMBER: f U - 0 1 ( D
PROJECT NAME: If CC Cam°" t 5
LI5 I o s � ,�� s-j-
CONTACT PERSON: VtLL( M cuv+ +'\ PHONE: 3 81"3Cf C1 C17
REVISION SUMMARY: R. UI&LCJ s; `e p [cv -- D. (Yl o °t ci p /0i &cchi
A (IN (MI tt:Ose:01) pu f9 /rr il/OaS
Planning
Fire
SHEET NUMBER(S) Li Coo Lo Si t' 1(cv
"Cloud" or highlight all areas of revisions and date revisions.
$IOLIVLD
e1TY OP TUKWU
JUN 221998
PERMIT CENTER
bvtutid
CITY USE ONLY
Public Works
3/19/96
a
REGISTERED AS PROVIDED BY LAW 'AS
CONST CONT GENERAL
REGIST . # . , EXP.. DATE
CCO1': MJFHOI *092DA 10/01/1998
EFFECTIVE DATE , 03/01/1991
. M J F :.HOLDINGS INC:
- 215 E MEEKER' • ;
KENT WA' ,. 98032
Signature /41
/A:_1___. by DEPARTMENT OF LABOR AND INDUSTRIES'