HomeMy WebLinkAboutPermit B96-0224 - HOMESTEAD VILLAGE - SINGLE FAMILY RESIDENCE DEMOLITIONCity of Tukwila �-
(206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
DEMOLITION PERMIT
Permit No: B96 -0224
Type: B -DEMO
Category: NRES
Address: 15635 WEST VALLEY HY
Location:
Parcel #: 000530-0015
Wetland,:
Water Dist: TUKWILA
Units: 001
Contractor License No:TITANCC192BE
Status: ISSUED
Issued: 08/19/1996
Expires: 02/15/1997
Slopes: Y
Sewer Dist: TUKWILA
Buildings: 001
TENANT HOMESTEAD VILLAGE
15635 WEST VALLEY HY, TUKWILA WA 98188
OWNER CHALON INTERNATIONAL
OF AMERICA INC, 1200 FIFTH AVE STE 3, SEATTLE WA 98101
CONTRACTOR TITAN CONSTRUCTION COMPANY Phone: 206 451 -0380
11061 NE 2ND ST, SUITE 200, BELLEVUE WA 98004
CONTACT DON EAKAN. Phone: 510- 661 -4038
47775 FREMONT BL, FREMONT CA 94538
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Permit Desc'r ;ptioh: Valuation: 5,000.00
DEMOL.ITIONOF EXISTING HOUSE.
Demolition Fee:
42.00 Investigation Fee: .00
Cash Bond: 5,500.00. Total Fee: 5,546.50
Bond Number,: .
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Permit Cente Authorized Signature. Date
I hereby'certify that I have read and examined this permit and know the
same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate
or cancel the provision: of any other state or local laws regulating
construction`or the performa, e of work. I am authorized to sign for an
obtain this aiding, permi
Signature
. gr;at ..0 , e
Date: __ -r/ l &
Print Name: / • Title:
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.
ALL PERMITS FOR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND
LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING
COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL
FACILITIES.
1
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CITY OF TUKWILA
•
Address.: 15635 WEST VALLEY HY Permit No B96 -O224
Suite:
Tenant: HOMESTEAD VILLAGE Status: ISSUED
Type: B -DEMO Applied: 07/24/1996
Parcel #: 000530 -0015 Issued: 08/19/1996
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Permit Condition;:
1. Temporary erosion control measures :hall be implemented as
the first order of business to •prevent sedimentation off -
site or into existing storm drainage .facilities.
2. ALL CONSTRUCTION ACTIVZTY ASSOCIATED WITH THIS DEMOLITION
SHALL BE LIMITED :. TO WrITHIN 10' OF THE BUILDING. EXTERIOR.
3. CONTACTOR SHALL NOTIFY THE CITY UTILITIES INSPECTOR IF SEP-
TIC SYSTEM OR, ANY .OTHER :UTILITIES ENCOUNTERED DURING DEMOLI-
TION TO ARRANGE FOR ADDITIONAL PERMI'T'S.
4. No changes :wi l l be made to the plans unless approved by the
Architect ,`or Engineer: and the Tukwila Building Di`vision—
5. All permits; inspection records, : and approved plans shall be
available at the job site prior to the start of anvcon-
struction. These documents are to be maintained and avail
able`*ti l`- final inspection approval is granted. .
6. Remove all weeds, concrete, stone foundations,, flat con-
crete , concrete patios, masonry walls, garage floors,, - drive-
ways ;` and 'similar structures and all loose miscellaneous
material. Properly cap sanitary sewer, and' water connec-
tion properly fill or otherwise protect all basements,
ce:1l:ars, septic tanks, wiel ls, and other excavations.,
7. Val idi ty'of Permit. .The ; `issuance , of a permit or approval
plans, specificat,i.,ons.,: an,d computation - shat l not be con -
str Ued rto be 'a permit for, or an, .eppr o !dal:: of any violation
of ;any Ot;` , :. the-provisions of the, `bu i. l ding code or of any
otfiei; ;< ord iriance of the j u r i s d i c t i o n . ' " No permit presuming to
giJe,: authot,i,ty to violate or cancel' the provisions of this
code': be valid.
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CITY OF TUKWIL.A, WA
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TRANSMIT Number: •96004525 Amount: 5,546.50 07/24/96 1654
Payment Method: CHECK .Notation: SECURITY CAPITAL Init: KJP
Permit No: 89G--0224 Type: 8-DEMO DEMOLITION PERMIT
Parcel No: 000580-0015
Site Address: 156:35 WEST. VALLEY HY
Total Fees: 5
This Payment 1 5,546.50 Total ALL Pmts: 5.546.50
+ B alance:
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Acco'Ant Code Description Amount
000/322.100 BUILDING - NONRES 42.00
000/ STATE BUILDING SURCHARGE 4.50
000/386.908 • BUILDING BOND/DEPOSIT 5.500.00
•
1476 07/26 9617 TOTAL 5546.50
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CITY OF I'UKWIL.A, !+!A 1 * k :A t•RFINSMIT
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TRANSMIT Number: R9600466 Amount: 25.00 08/19/96 12:20
Payment Method: CASH Notation: DON DAKEN Init: KJP
Permit No: PW96•-0131 Tyne_: PW• -CCAS CURB CUT/ACCESS/SIDE
Parcel No: 000580 - •001
Site Address: 15633 WEST VALLEY HY
Location: 15635 WEST VALLEY HY /URWY C/L APPROX. 40 FT NO
Total Fees: 2:.00
This Payment 25.00 Total ALL Pmts: 25.00
Balance: .00
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Account Code Description Amount
000/345.830 • PLAN CHECK - UTILITY 10.00
000/342.400 INSP FEE •- UTILITY 15.00
2356 08/19 9619 TOTAL 25.00
Proiect:
Type of ins action:
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Date called:
c1 /3
Special instructions:
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Date wanted:
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Requester:
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Phone No.: y^
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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
II
Approved per applicable codes.
COMMENTS:
Inspector:
1 /( I -J,4C1 1 -14-s' 4
$42.00 REINSPECTION FEE REQUIRED.
be paid at 6300 Southcenter Blvd., Suite 100.
Corrections required prior to approval.
Date:
PERMIT NO.
(206) 431 -3670
Prior to inspection, fee must
Call to schedule reinspection.
Receipt No.:
Date:
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Inspection Fee:
P l a n Check Fee:
Permit No: PW96 -0131 Issued: 08/19/1996
Status: ISSUED Approval Letter: 08/05i1996
Project: HOMESTEAD VILLAG Expir 02/15/1997
Site Address: 15635 WEST VALLEY HY
Location: 15635 WEST VALLEY HY /DRWY C/L APPROX. 40 FT NOTRH OF S P/L
Parcel #: 000530 -0015 Watercourse:
Wetlands: Slopes.: Y
Sewer: TUKWILA Water: TUKWILA
Contractor License No.:
TENANT HOMESTEAD VILLAGE
15635 WEST VALLEY HY, TUKWILA WA 98188
JWNER CHALON INTERNATIONAL
OF AMERICA INC. 1200 FIFTH AVE STE 3, SEATTLE WA 93101
ENGINEER BARGHAUSEN CONSULTING ENGR'S Phone: 206 251 -6222
18215 72ND AV 5, KENT WA 98032
CONTACT ROBERT ARMSTRONG Phone: 206 251 -6222
BARHAUSEN CONSULTING ENGRS. 18215 72ND AVE S. KENT WA 93032
CONTRACTOR EXPRESS CONSTRUCTION Phone: (206)230-8500
7900 SE 28 ST STE 305, MERCER ISLAND, WA 98040
APPLICANT STEVE TANGNEY Phone: (510)661 -4049
47775 FREMONT BV, FREMONT, CA 94538
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Additional Permit Description:
CONSTRUCT 30'FT WIDE COMMERCIAL DRIVEWAY THAT WILL
SERVE AS A CONSTRUCTION ENTRANCE FOR DEMOLITION
OF THE EXISTING DILAPIDATED RESIDENCE UNDER
B96 -0224 AND HOTEL CONSTRUCTION UNDER B96 -0219.
Existing Square Feet: Additional Square Feet:
New Square Feet:
15.00
10.00
TOTAL FEES: 25.00
King County Valuation: Value of Construction: .00
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I hereby accept this permit and agree to abide all applicable sections of the
City of Tukwila Municipal Code. We agree that the City of Tukwila shall be
held harmless for all or any'claims arising as a result of this project.
Permits which have lapsed beyond the expiration date shall require a
re- application and reissuance of the permit through the City at an additional
fee.
THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION
OF WORK AT LEAS 24 HOURS ADVANCE. TO SCHEDULE AN INSPECTION CALL
433 -0179.
CURB CUT /ACCESSISIDEW,
Acct No: 000/342.400
Acct No: 000/345.330
Signature �'' ' ' Date:
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APPROVED FOR ISSUANC BY: JJS a
Issued 8 y . __ _ 2 .. 1� ��
__ _ Date: Cr-- - -fC'6
Authorized P?rr1it Center Signature
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I hereby certify that the permit holder whose name and address appears on
this record has satisfactorily met the standards and conditions, for the
project approved herein.
Final Inspection Approved:
Inspector Signature Date
Address: 15635 WEST VALLEY HY
Suite:
Tenant: HOMESTEAD VILLAGE Status: ISSUED .
Type: PW -CCAS Applied: 06105!1996
Parcel fit: 000580 -0015 Issued: 08/19/1996
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Permit Conditions:
1. Temporary erosion control measures shall be implemented as
the first order of busness to .prevent sedimentation off -
site or into existing storm drainage'facilities.
2. Driveways shall comply with City commercial standards.
Driveway width shall be a 25' minimum and 35' maximum.
Slope sha l l be.'a maximum of 15 %. Turning radii shall be a
minimum of ]0':
3. Work affecting traffic flow_ shall be closely coordinated
with the; C'i tv. U t i l i t i e s Inspector. Traffic Control Plans
shall be submi teed to the Inspector for prior approval.
CITY OF TUKWILA
Permit No:
PW96- 0131
TO:
FROM:
DATE:
SUBJECT:
JSS /jjs
Attachments a/s
G
City of Tukwila
Department of Public Works
NOTIFICATION OF UTILITY PERMIT ACTION
PERMIT CENTER
PUBLIC WORKS ENGINEERING
AUGUST 5, 1996
HOMESTEAD VILLAGE
Demolition of Abandoned SFR
15635 West Valley Hwy
Project No. PRE96 -007
Plan Check No. B96 -0224
Activity No. PW96 -0131
Contact Person: Steve Tangney
Phone No. (510)661 -4066
PW96 -0131 Curb Cut /Access
cf: PW Inspector (w /copy of application /plans)
Development File (w /copy of application /plans)
Permit Fee
$ 25.00 ( " 0
John W. Rants, Mayor
Ross A. Earnst, P. E., Director
THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE
IN ACCORDANCE WITH THE PLANS APPROVED ON August 5, 1996:
Two copies of confirmed Utility Permit Application Form with plan
are attached for inclusion in the permit file.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665
City of Tukwila
Department of Public Works
NOTIFICATION TO RECIPIENTS OF
PUBLIC WORKS UTILITY PERMITS
All Public Works utility permits have a standard requirement listed on the first sheet:
John W Rants, Mayor
Ross A. Earnst, P. E., Director
THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT
AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN
INSPECTION CALL 433 -0179.
This is being emphasized and brought to your attention due to an increasing number of developments
where this action is not occurring. In some cases, construction has not been completed in
accordance with permit condition and City standards. In situations where required notification has
not been given to the City Inspector, the developer is proceeding at his own risk and may be
required to remove and replace non - conforming construction. You are urged to review each permit
and set of approved plans thoroughly and comply with any conditions or requirements stipulated.
For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITY
INSPECTOR, MR. GREG VILLANUEVA, WHO CAN BE REACHED AT 433 -0179.
Your cooperation in this matter is required and appreciated.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665
Project Name/Tenant:
c')/ylE 5g2) vi <,c
Value of Construction:
S aco
Site Address: City State/Zip:
/.5 .� 5- ►ms sr V4zz-e, 1
Tax Parcel b r:
Tal Nume C'
coo o - ciS
Property Owner:
c /142o' ..2Nre-RN - rio,/,9< <,;= 4mEg,'e/i .
Phone:
aqe6 - '16.7 - //3 2.
Street Address: City State /Zip:
4;200 / /FT/7 h V ST/ / - 7& 4 1 s c im
Fax #:
. - 1/47 - /6
Contact Person: — 7 - -, i
Phone: " 3
Street Address: City State/Zip:
`f 777..6 j : /? oivr E l /'emas/r 64 9 ,3,6
Fax #:
: i . e) — 6 6/ - y IV,,
f =
Contractor:
//7 ESS Un/S T',f it [ 71c
Phone:
.406 -0130 - FS r 00
Street Address: » 577 City State/Zip:
X 70 -SE 2.e - �3as �'e c,�,e .rs X0
Fax #:
,Z 06 - -Z3 0 -0
Phone:
Architect: NA
Street Address: City State /Zip:
Fax #:
Engineer: /
��'
Phone:
Street Address: City State /Zip:
Fax #:
MISCELLANEOUS_PERMITREVIEW AND. APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT)
Description of work to be done: � /�
,E /k7ot / ri o,y O r' /7fi A//20.1/ ) _S,'AJC z 4 /4 ' ' 'q RE-5...
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes TA no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
❑ Above Ground Tanks ❑ Antennas /Satellite Dishes ❑ Bulkhead/Docks ❑ Commercial Reroof
P I Demolition ❑ Fence ❑ Mechanical ❑ Manufactured Housing - Replacement only
❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection/Exit Systems
❑ Temporary Facilities ❑ Tree Cutting
MONTHLY SERVICE BILLINGS TO :..
; EV t. L )
Name:
Nc9��
Phone:
t�
Address:
City /State /Zip:
alt.
0 Water
0 Sewer
0 Metro
1 UKVJI
0 Sta O
l3L1C WORKS
CITY OF''UJKWILA
Permit Center
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
(206) 431 -3670
FSR STAFF USE ONLY
Project Noma:
Permit Number:
7Loe<l fc /
PeE% -037
a
PW 6- O1' t
Miscellaneous Permit Application
Application and plans must be complete In order to be accepted for plan review.
Applications will not be accepted through the mall or facsimile.
APPLICANTREQUEST MISCELLANEOUS PUBLIC WORKS PERMITS
❑ Channelization/Striping
❑ Flood Control Zone
❑ Landscape Irrigation
❑ Storm Drainage
❑ Water Meter /Exempt #
❑ Water Meter /Permanent #
❑ Water Meter Temp #
❑ Miscellaneous
.s t Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s):
Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading/clearing
in Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
❑ Street Use ❑ Water Main Extension 0 Private 0 Public
Size(s): 0 Deduct 0 Water Only
Size(s):
Size(s): Est. quantity: gal Schedule:
❑ Moving Oversized Load/Hauling
WATER METER DEPOSIT /REFUND BILLING:
Name:
/l/ 0/t/ E
Address:
Phone:
City /State /Zip:
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall
expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days
upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application
shall be extended more than once.
Date application accepted:
7 - 2. L 1 9 (ic)
Date application expires:
Applicatlon, taken : (Initials)
MISCPMT.DOC 7/11/96
BUILDING OWNER UTHORIZED AGENT:
SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR
Above Ground Tanks/Water.:Tanks - Supported directly upon grade
exceeding 5,000 gallons and a ratio of height to: diameter or, width
which exceeds 2 :1 :.
PERMIT REVIEW
Submit checkllst No
1 Date: 7 ._ 2 y - 9
Signature: C- /
Print name:
__ 1 z ./f� /I/l ""may
Phone:
.siv - G /-r ,'
Fax #:
sic - GG /- l/at
Address:
)17-/-.3.— r -R�Afa,t /; l
City /State /Z
,, oGnzvAi
-- (Vc.
Submit checklist ." No 'M-10
❑
SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR
Above Ground Tanks/Water.:Tanks - Supported directly upon grade
exceeding 5,000 gallons and a ratio of height to: diameter or, width
which exceeds 2 :1 :.
PERMIT REVIEW
Submit checkllst No
❑
Antennas /Satellite: Dishes
Submit checklist .No: M -1.'`
❑
Awnings /Canoples -• No signage
Commercial Tenant Improvement
' Permit ..':. •
❑
Bulkhead/Dock :;
Submit checklist ." No 'M-10
0
: Co mmerclal:Reroof:`'
;Submit checklist No M -6
R�1
JAlubmit
Demolition';
' S o , : M
checklist. ;�.N ,.. -3, , M -3a.
❑
Fences - Over 6 feetin Height
Submit checklist,' No M -9' '
❑
Land Altering/Grading/Preloads,..
Submit checklist ' No: M -2
❑
Loading Docks
Commercial Tenant Improvement
Permit: `Submit checklist No: H -17
❑
Mechanical & Commercial) ,
: Submit checklist !: No •• A01,8,':
Residential ±only' = H -6, H -16
❑
Miscellaneous Public Works :
Submit c eckltst : No; H -9
❑
Manufactured Housing (RED INSIGNIA. ONLY): *' ,
Submit checklist •: No :. <M 5< °.••
❑
Moving: Oversized Load/Hauling
Submit checklist `' : :No ::`M -5 :'
❑
. Parkin Lots
Submitchecklist • No: • M -4
in
Residential Reroof —Exempt with following exception;' If roof structure;:
to'be repaired,or"replaced '
Residential Building Permit ;
Submit checklist:: No: ;M-6 . :.
0
Retaining; Walls Over 4'feet in height ; ,.
: Submitchecklist • ' .Nor. M
0
Temporary Facilities
Submit checklist ;No: 'M 7
❑
TemporaryiPedestrian Protectlon/ExIt'Systems
Submit checklist , : No :. M 4
❑
Tree Cutting:. ;_ :
Submit checklist i No M 2
ALL MISCELLANEOUS PE T APPLICATIONS MUST BE SUBM D WITH THE FOLLOWING:
• ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
> BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
• ARCHITECTURAL' DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT
• STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON
LICENSED STRUCTURAL ENGINEER
D CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER
(P.E.)
❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If
not available at the time of application, a copy of this license will be required before the
permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit
in Lieu of Contractor Registration ".
Building Owner /Authorized Agent, If the applicant is other than the owner, registered architect /engineer, or contractor licensed
by the State of Washington, .. a notarized letter from the property..ownerauthorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal.
1 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.
MISCPMT.DOC 7/11/96
CITY OF
JUL 2 4 1996
PERMIT CENTER
FROM : E
r ' r°{ fL 10 '96
. 9600475 -
03: 47Pt1 Ma . aa " trt ' 11 '� ' IQLLVTLON CONfT7tOL AOl .Y
d Union Strom Sd. $411'S..sfb. WA !//0( -203J
NOTIFICATION
Aabattras Removal as Demolition Domollt1oa, No Asbestos A.mo.,l
— CI Asbestos ONy
JUL.22.1996 3:32PM P 2
PHONE NO. : 12062300074
DUI iRaaalled P. 1i1
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mak of
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RECEIVE �
CITY OF
PERMIT CENTER
1L:i :aSC'.:;•Jess,: ;t twz •rest. m.x' vi�nuau�awmea .rn
July 30, 1996
Dear Mr Dakan:
Sincerely,
City of Tukwila
Department of Community Development Steve Lancaster, Director
Mr. Don Dakan
47775 Fremont Boulevard
Fremont, California 94538
SUBJECT: Development Permit Application Number B96 -0224
Homestead Village
15635 West Valley Hy
This letter is to inform you that your permit application received at the City of Tukwila
Permit Center on July 24, 1996, was reviewed at the July 26, 1996, plan review meeting.
Your application was determined to be 'complete. Your permit has begun the plan
review process, you will be notified of any corrections or when you plan is approved.
If you have any concerns or questions please contact me at the City of Tukwila Permit
Center at (206) 431 -3672.
ii ( 9, 104,tetwo
Kelcie J. Peterson
Permit Coordinator
File: B96-0224 4
FILE COPY
John W. Rants, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431366S
�
JUL -24 -1996 14:35
BENINANA OF TOKYO
(206)682 - 4686
KAMON ON LAKE UNION
(206) 622.4665
MORGAN'S LAKEPIACE
(206) 455.2244
Mr. Steve Tagney
Security Captial Pacific Trust
125 Lincoln Avenue
Santa Fe, NM 87501
Dear Mr. Tagney:
Please be aware that I give permission to demolish the existing house on our property located
in Tukwila, Washington.
GYS /lk
CB COMMERCIAL 12062926033 P.02/02
Chalon International of America, Inc.
1200 FIFTH AVENUE / SUITE 3 / SEATTLE, WASHINGTON 68101 -3113 / (206) 467.1132 1 FAX; (206) 467 -1641
July 24, 1996
Si erely,
v
Greg Y. Su aw
Vice Presid nt
and General Manager
RECEIVED
CITY OF TUKWILA
JUL 2 4 1996
PERMIT CENTER
TOTAL P.02
..
AUG -19 -1996 12 08
T * TAN CONSTRUCTION
1
MASTER LICENSE SERVICE
REGISTRATIONS AND LICENSES
I
'I
b!
141
- j i:., •.. I
.i ....
i The above oitly has been I08Wd the b u rw 1Y�itral of Acsnses I d
MODE ' ._ .'
DvrPARrtrHlror ucola+o. B a eioNS on�9at • . ... � ,
(v PA BOX KW COWS& WA 11111107-10111 (210) 7eiW0 i - - . . --•-
STATE OF
WASHINGTON
ORGANIZATION TYPE
DOMESTIC PROFIT CORPORATION
TITAN CONSTRUCTION CORPORATION •
11081 NE 2ND ST
BELLEVUE WA 98004
DOMESTIC PROFIT CORPORATION
RENEWED BY AUTHORITY OF SECRETARY'OF STATE
0001160
•
PLEASE DETACH AND SIGN
CERTIFICATE BEFORE PLACING
IN BILLFOLD
:.t I7ANr:CQNSTRUCT IQN:'tQRPO
.. INE • .ND •'ST• 'WE. • goo
BELLEVUE WA 98004
1GNAILRE
ISSUED BY DEPARTMENT•OF LABOf 'AND INDUSTRIES '
II
UNIFIED BUSINESS ID 0: 800 383 510
BUSINESS ID I: 001
•
¢ i
206 451 0380 P.03
EXPIRES : 12 - 31 - 1996
CITY
A111; 1 9 1996
•
PERMfi C C N'i E :i
gi JAN 22 1996 O
Iuassasa a
F62$.061.000f9.I .
TOTAL P.03
• ..,h' (u'OISPLAY CEniu•w+.
Aft
A
DEPARTMENT OF LABOR AND INDUSTRIES
• , 7WS CER'1.F TWAT THE PERSQN (AM D HEREON 18 REGISTERED AS PROVIDED BY LAW AS A
iq .9,
AN C61 SNE
STATE OF WASHINGTON
CONSTRUCTION .
•
...11.O61 NE -'2ND=:ST • STE 0Q: ' . . -
BELLEVUE.: WA. 98004 • •
!..01SPLAY CEFiTIW.(CATE_J • • • •• -•• . • • •-
RECEIVED
CITY OF TUKWILA .
AUG i 9 1996 •
PERMIT CENTER •
F82548 7-000 (342)
N
00•
07
INSTALL 150 LF FILTER FABRIC
FENCE ALONG NORTH PROPERTY UNE
AS SHOWN
LIMITS OF BUILDING PAD
TOP OF SURCHARGE PAD
TOE OF SURCHARGE PAD
MOW AND REMOVE SHRUBS 68
FROM ENTIRE FLAT PORT 'O SITE. DO NOT
OISNRB POND SLO EA ON WEST SIDE OF SITE.
TO NOT STRIP EMOVE SURFACE GRASS
// DEMOUSH AND REMOVE
EXISTING HOUSE
I
I
EXISTING
DILAPIDATED
SINGLE FAMILY
RESIDENCE
1150 S.F.
CONSTRUCT 30' WIDE GRAVEL HAUL
ROAD TO SURCHARGE PAD
58'
UMITS OF AREA TO BE
DISTURBED BY DEMOLITION
I 1 ACTIVITIES
L am— 68'
0 RGROWN
ORNAMENTALS
SLOPE TOP OF SURCHARGE PAD AT
0.50 TO CENTER TOP OF SURCHARGE
PAD.
TE ROCK CONSTRUCTION
E PER DETAL SHEET 2
/
1=20'
LEGAL DESCRIPTION
That portion of the Henry Meader Donation Land Claim No. 46, lying within Section 24, Township 23
North, Range 4 East, Willamette Meridian, in King County, Washington, described as follows:
BEGINNING at the intersection of the monument line of Secondary State Highway 2M (West Valley
Highway) being 72 feet Westerly, as measured at r angles, to the Easterly margin thereof, with the
monument line of South 158th Street being 28 feet South of, as measured at right angles to. the
Northerly right -of -way line thereof, said intersection being represented by a punched railroad spike,
THENCE North 07' 41' 30" West along the monument line of said Secondary Highway 2M, a
distance of 261.51 feet;
THENCE South 85' 21' 00" West a distance of 78.11 feet to the Westerly right -of -way line
thereof and the TRUE POINT OF BEGINNING;
THENCE North 07 41' 30" West a distance of 248.39 feet;
THENCE North 88' 04' 26" West a distance of 170 feet, mor e or less, to the Easterly line of
s
ordinary h water f the Green R a it existed prior to the centerline channel change of the Green
River, as shown on the Washington State Highway Commission Department of H right-of -way
plan SR 405 Green River Interchange Station 99 +00 to Station 120 +00 Sheet 2 of 4 apprcved
January 30, 1962;
THENCE Southwesterly along said Easterly line to a point from which the TRUE POINT OF BEGINNING
bears North 85° 21' 00" East from said point;
THENCE North 85' 21' 00" East a d of 440 feet, more or less, to the TRUE POINT OF
BEGINNING
EXCEPT that portion condemned by the State of Washington i n K County Superior Court Cause
No. 592029; and
EXCEPT those certain rights conveyed to the State of Washington by deed recorded under Recording
No. 8505290141.
EX. STORM INVERTS
CB -A
CB -B
CB -C
CB -D
RIM = 24.41 12' CMP = 21.96
12' CDNC N = 18,61
RIM = 24.36 12' CMP = 22.11
RIM = 25,09 12' CONC N = 21.49
12' CONC S = 21.46
RIM = 2513 12' CONE S = 20.16
12' CONC N = 20.18
RIM = 24,84 18' CONC N = 17.59
12' CONC S = 18.14
INSTALL 320 LF FILTER FABRIC
FENCE AT TOP OF SLOPE AS
SHOWN
0�
9 y
a/ / /
LE
OFSCRIPTION
CONTOUR
STORM DRAINAGE W /CB
WATER MAIN W /HYDRANT
SANITARY SEWER W /MH
SANITARY SEWER CLEANOUT
EDGE OF PAVEMENT
BUFFER
00 NOT DISTURB EXISTING
POND SLOPE AREA
'le: 5705 -E Dote/Time: 07/18/1996 09:28 Scale: 1 =20 Chris Tobin, BCE %refs, Z57058,Z57055,Z5705T.
SOILS NOTES:
DEMOLITION AND SURCHARGE PLAN
//./;///////
6
`TEMPORARY ECOLOGY BLOCK WALL
ALONG PROPERTY LINE TO RETAIN
SURCHARGE PAD FROM SLOPING ONTO
ADJACENT PROPERTY.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH EARTH CONSULTANTS
INC. GEOTECHNICAL ENGINEERING STUDY DATED APRIL 5, 1996
AND EARTH CONSULTANTS FIELD DIRECTON.
2. SURCHARGE MATERIAL SHALL BE STRUCTURAL FILL MATERIAL WITH
LESS THAN 50 FINES. CONTRACTOR SHALL SUBMIT SAMPLE TO
EARTH CONSULTANTS INC. FOR APPROVAL.
3. LIMITS OF WORK TO REMAIN WITHIN LIMITS OF SILT FENCE.
A PORTION OF THE HENRY MEADER D.L.C. NO. 46, IN SECTION 24,
TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN
CITY OF TUKWILA KING COUNTY WASHINGTON
EASTB
tee'_ OF�RAMP 5
\ ?01 x
DEMOLITION NOTES:
1. NO WATER METER 15 EXISTING AT THIS SITE AND NO WELL
HAS BEEN FOUND. THE EXISTING HOUSE IS ASSUMED TO
HAVE NO WATER SOURCE OR MAY 135 CONNECTED TO THE
EXISTING HOUSE /WELL 06601E TO THE SOUTH.
2. NO SANITARY SIDE SEWERS ARE EXISTNG AT THIS SITE AND
NO SEPTIC SYSTEM HAS BEEN FOUND. IF A SEPTIC SYSTEM
IS FOUND, IT SHALL BE ABANDONED ACCORDING TO COY OF
TUKWILA REQUIREMENTS.
3. NO ASBESTOS ACCORDING TO LEVEL 1 ENVIRONMENTAL REPORT.
88 ' 0 4'2G'
\� rE 181.4-4'
/ ,
INSTALL 400 LF FILTER FABRIC FENCE
ALON0 SOUTH'. PROPERTY LINE AS SHOWN
SEE DETAIL SHEET 2.
EARTHWORK OUANT70 ESTIMATE
CUT - 0
ALL - 5200 CY IMPORT
II
11
II
II
II
11
I I i
3
Z
E1 PAVEMENT!;
tl
1
CONSTRUE} 30' WIDE COMMCIAL ORIVEW.
PER CITY F 2010818 DETAIL ER R7.
VICINFTY MAP
These plans have been reviewed by the Public
Works Department for conformance with current
City standards. Acceptance is subject to errors
and omissions which do not authorize violations of
adopted standards or ordinances. The responsibility
for the adequacy of the design rests totally with
the designer. Additions, deletions or revisions to
these drawings after this date will void this
acceptance and will require a resubmittal of
revised drawings for subsequent approval.
Final acceptance is subject to field inspection by
the Public Works utilities �r inspector.
Date: 96 By: ,M VI�f91
CITY OF TUKWILA APPROVE82D
AU6 0 7 1996
AS NOTED
BUILDING DIV- it:7N
S. 158th STREET
Pw46 -0131
FILE COPY
110. J that Iha Plan Check approvals are
aloft errors and aorI..lo.0 and approval of
pw not authorial the 0101.000 01 any
odd coda or on:NM IY..pt of 0amacWa
copy Si OP riall
BY
Da•a 8 "19
P.am'1 No 1:41(0-02.24
REVISIONS
NO CHANGES SHALL BE MADE TO
Di E SCOPE OF WORK WITHOUT PRIOR
APPROVAL OF TUKWILA BUILDING DIVISION.
NOTE REVISMN9 WILL REDONE A NEW PLAN Ue:
AND MAY INCLUDE A ALAN AI F_. _0 FEES.
RECEIVED
CITYOF TUKWILA
JUL 2 4 1996
PERMRCENTEA
'
89b•OLL4
EROSION CONTROL NOTES:
1. APPROVAL OF THIS EROSION /SEDIMENTATION CONTROL (TESC) PLAN DOES NOT
CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G.. SIZE AND
LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION. FACILITIES, UTILITIES,
ETC.)
2. THE IMPLEMENTATION OF THESE TESC. PLANS AND THE CONSTRUCTION. MAINTENANCE,
REPLACEMENT, AND UPGRADING OF THESE TESC FACILTES IS THE RESPONSIBILITY OF THE
APPLICANT/7E5C SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED.
3. THE BOUNDARIES OF THE CLEARING OMITS SHOWN ON THIS PLAN SHAM BE CLEARLY
FAGGED BE A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED)
PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND
THE CLEARING LIMITS SHALL BE PERMRTEO. 1110 CLEARING LAIRS SHALL BE MAINTAINED
BY THE APPUCANT/TESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
4. THE TESL FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN
CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE TH60 THE TRANSPORT
OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES
IS MINIMIZED.
5. T110 TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC
FACIRfTES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS
AND MODIFIED TO ACCOUNT FOR CHANCING SITE CONDITIONS (e.g. ADDITIONAL SUMP
RELOCATION OF DITCHES AND SILT FENCES, ect.)
6. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPUCANT/TESC SUPERVISOR AND
MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT
OF WEEKLY RENEWS 0 T110 TESC FACILITIES DURING WET SEASON (OCT. 1, 17165 MARCH 31)
AND OF MONTHLY REVIEWS DURING THE DRY SEASON (APRIL 1 TO SEPT 3D).
7. ANY AREA OF EXPOSED SOILS, INCLUDING ROADWAY ENBANKMENTS, THAT WILL NOT BE
DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY
SEASON SHALL BE.IMMEOIATELY STABUZED WITH THE APPROVED TESC MEHTODS
(e.g, SEEDING, MULCHING, PLASTIC COVERING, etc).
8. ANY AREA NEEDING TESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE
ADDRESSED WITHIN FIFTEEN (15) DAYS.
9. AT NO THIME SHALL MORE THAN 1 FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE
WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE UNES SHALL BE
CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT
LADEN WATER INTO THE DOWNSTREAM SYSTEM.
CONSTRUCTION SEQUENCE:
1. CONFIRM THAT ALL APPUCABLE CONSTRUCTION PERMITS HAVE BEEN SECURED.
2. CONDUCT A PRECONSTRUCTION REEFING WITH THE CRY OF TUKWILA
3. INSTALL SILT FENCE AS SHOWN ON THIS PLAN.
4. INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCE.
5. MOW AND REMOVE GRASS AND SHRUBS ON ENTIRE SITE. DO NOT STRIP TOP VEGETATION.
6. CONSTRUCT GRAVEL HAUL ROAD MD SURCHARGE PAD.
7. DEMOUSH AND REMOVE EXISTING HOUSE.
B. MONITOR TEMPORARY EROSION CONTROL (FILTER FABRIC FENCE) AND UPGRADE IF
NECESSARY DEPENDING ON FIELD CONDMON5.
File: 5705 -E01 Oate/Tin,e: 06/20/1996 11:05 Scale: 1=1 Chri3 Tobin. BCE Xrefs
SECTION A -A
" 10 '
57058,
WATER 1
EVEL = 9.51
NOT TO SCALE
2 "x4" WOOD POST
ALT: STEEL FENCE POSTS
FILTER FABRIC MATERIAL
2 "62"614 GA. WIRE
FABRIC OR EQUIV.
PROVIDE .75" - 1.5"
WASHED GRAVEL BACKFILL
IN TRENCH AND ON BOTH
SIDES OF FILTER FENCE
FABRIC ON THE SURFACE
FILTER FABRIC MATERIAL 36" WIDE ROLLS
USE STAPLES OR WIRE RINGS TO ATTATCH
FABRIC TO WIRE.
2 "x2 "x14 GA. WIRE
FABRIC OR EQUIV.
4
SILT FENCE DETAIL
II -111 -11 - 111- - 1I1 -11 1 - 11
I MATERIAL 8"x12 TRENCH I
I 6 MAX
\_2 "x4" WOOD POSTS, STANDARD OR BETTER,
OR EQUAL ALTERNATE: STEEL FENCE PO5T5
/
SURCHARGE NOTES AND DETAILS
u
FF =43.6
FF =34.1
............ ...........................
; BUILDING
1900
FILTER FABRIC FENCE INSTALLATION NOTES
1. THE FILTER FABRIC SHALL BE PURCHASED 13 A CONTINUOUS ROLL CUT TO THE LENGTH OF
THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH
SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP.
AND BOTH ENDS SECURELY FASTENED TO THE POST.
2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE
FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN
SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES).
3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE
AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED.
4, WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL
BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE
STAPLES AT LEAST 1 INCH LONG, TO WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO
THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES
ABOVE THE ORIGINAL GROUND SURFACE.
5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND
20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT
EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC
SHALL NOT BE STAPLED TO EXISTING TREES.
6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE WIRE
MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS
STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD
NOTE 5 APPLYING.
7. THE TRENCH SHALL BE BACKFILLED WITH 3/4 -INCH MINIMUM DIAMETER WASHED GRAVEL.
8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL
PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT
LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE
IMMEDIATELY.
EXISTING GRAD
3900
1)
2)
3)
4)
5)'
6)
7)
8)
9)
STANDARD NOTES
SCHEMATIC ONLY • NOT TO SCALE
NOT A CONSTRUCTION DRAWING
Base consists of 3/4 Inch thick, 2 foot by 2 foot plywood with center dreled
5/8 Inch diameter hole.
Bedding material, B required „should consist of Traction Sand.
Marker rod G 1/2 Inch diameter steel rod threaded at both ends.
Marker rod Is aaached to base by nut and washer on each side of base.
ProtecoNe sleeve surrounding marker rod should consist of 2 Inch diameter
plastic tubing. Sleeve Is NOT attached to rod or base.
Additional sections of steel rod can be connected w8h threaded couplings.
90dhiona1 sectIons of plastic sleeve can be connected with press -tit plastic
couplings.
Steel marker rod should extend at least 6 inches above top al plastic
sleeve.
Marker should extend at least 2 feet above top of fit surface.
1
Earth Consultants Inc.
Prof. No. 7204-1 I Oran. I OLS I Date Apr.'96
EXPANSION
JOINT
SECTION A -A
DUMMY JOINTS
TYPICAL SETTLEMENT MARKER DETAIL
Homestead Village
Tukwila, Washington
.Checked KC
4/4
Plate 3
EXPANSION JOINT ELIMINATED
1F GUTTER 6 APRON ARE
POURED MONOLITHIC
EXISTING DRIVEWAY
PLANTING STRIP
TOP OF CURB
AT DRNEWAYS
I
59.
3d
NOTES:
1. CONCRETE $HALL BE A 5 SACK MIX WITH 5% AIR ENTRAINMENT.
2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE
GIVEN TO TUKWILA MOT
WORKS.
3. ALL -DRIVEWAY APRONS SHALL BE A MIN. 6" THICK.
4. WHERE' DRIVEWAY WIDTHS EXCEED 15', A 3/e" MINIMUM EXPANSION JOINT SHALL
Rc P ACED LONGITUDINALLY ALONG THE CENTERLINE.
5. ALL WORK SHALL OE P000001100 IN ACCORDANCE WITH APWA /WSDOT PLANS AND
SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA.
RECENED
CITYOFTUKWILA
JUL 2 4 1996
PERMITCENTER
40
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