HomeMy WebLinkAboutPermit D07-348 - STEPPING STONE VENTURES - LOT 46 - MOBILE HOMESTEPPING STONE VENTURES
#46
14005 42 AV S
D07 -348
Parcel No.: 1523049008
Address: 14005 42 AV S TUKW
Suite No:
Tenant:
Name: STEPPING STONE VENTURES LOT 46
Address: 14005 42 AV S , TUKWII,A WA
Owner:
Name: STEPPING STONE VENTURES L L
Address: 20303 10TH AVE W , LYNNWOOD WA 98036
Phone:
Contact Person:
Name: ERIN O'LEARY
Address: 20303 10TH AV W , LYNNWOOD WA 98036
Phone: 206- 484 -3840
Cityif Tukwila �..
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Contractor:
Name: ESE CONSTRUCTION INC
Address: 7189 F & S GRADE RD , SEDRO WOOLEY, WA 98284
Phone:
Contractor License No: ESECOI *000RA
DEVELOPMENT PERMIT
DESCRIPTION OF WORK:
NEW PERMIT FOR EXPIRED PERMIT D06 -046. INSTALL AND SET UP MOBILE HOME
Value of Construction:
Type of Fire Protection:
Type of Construction:
doc: IBC -10/06
$1,300.00
* *continued on next page **
Permit Number: D07 -348
Issue Date: 09/17/2007
Permit Expires On: 03/15/2008
Expiration Date: 12/01/2007
Fees Collected: $34.12
International Building Code Edition: 2006
Occupancy per IBC:
D07 -348 Printed: 09 -17 -2007
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
City G./Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Permit Number: D07 -348
Issue Date: 09/17/2007
Permit Expires On: 03/15/2008
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Permit Center Authorized Signature:
The granting of this permit does
construction ore performance
Signature:
Print Name:
doc: IBC-10/06
ERIN)
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.
of presume to give authority to violate or cancel the provisions of any other state or local laws regulating
work. I am authorized to sign and obtain this development permit.
Date — 1 7
This permit shall become null and void if the wor 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.
D07 -348 Printed: 09 -17 -2007
Parcel No.: 1523049008
Address: 14005 42 AV S TUKW
Suite No:
Tenant: STEPPING STONE VENTURES LOT 46
1: ** *BUILDING DEPARTMENT CONDITIONS * **
doc: Cond -10/06
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
6: All wood to remain in placed concrete shall be treated wood.
PERMIT CONDITIONS
* *continued on next page **
Permit Number: D07 - 348
Status: ISSUED
Applied Date: 09/11/2007
Issue Date: 09/17/2007
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any
requirements for special inspection.
7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
9: Manufacturers installation instructions shall be available on the job site at the time of inspection.
10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be
obtained at City Hall in the office of the City Clerk.
11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206 - 431- 3670).
13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
D07 -348 Printed: 09 -17 -2007
I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating
construction or the performance of work.
Signature: n
Print Name: �� ) f V 0
doc: Cond -10/06
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Date:1r 17— a
D07 -348 Printed: 09 -17 -2007
Site Address:
Tenant Name:
Property Owners
OF TUKWILA L'
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http: / /www. ci. tukwila. wa. us
1 'L aos L
Mailing Address: O� '3O
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
King Co Assessor's Tax No.: I S � J O `T'J co?)
vok � I LC New Ten ant:
rs Name: V� ►�J2 h+ V 'ss L L_
a `C-) , P w 1-yr, i� / 'I 6o3(
City State Zip
Suite Number: Lifei
Floor:
... Yes
..No
o do we contact when your permit is ready to be issu
Name:
Mailing Address: V
City
Fax Number:
E -Mail Address: 'Y n 2(Q L-
ARCHITECT OF RE
Contact Person:
E -Mail Address:
Contact Person:
E -Mail Address:
Day Telephone
Q:\Applications\Portm- Applications On Line\3 -2006 - Permit Application.doe
Revised: 9 -2006
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GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical`(pg 4) for Plumbing and
��_Gas Piping (pg 5))
(„161') („161') �U
'CTS
Company Name: /�
Mailing Address: 7) 8 9 .�, y — L X p t d J ro LJ0o
City
Day Telephone:
Fax Number:
Expiration Date: 'c / / Q 7
Contact Person:
E -Mail Address: c�
Contractor Registration Number: �+ S W 3 .L - T l ` .000 i Pi
O RD - All plans must be wet stamped by Architect of Recor
State
State
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
State
Zip
Zip
Zip
GINEER OF RECORD - All plans must be *et stamped by Engineer ofRecor
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
State
Zip
Page 1 of 6
Valuation of Project (contractor's bid price): $
Scope of Work (pleqnprovide detailed information):
ns - k r e f cAlo 1
Will there be new rack storage? ❑.... Yes
)01No
oxide.
Building Areas in Square Footage Belo
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Existing Building Valuation: $
If yes, a separate permit and plan submittal will be required.
Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If `yes , attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q: Applications\Forms- Applications On Line3-2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
Fixture Type:
Qty
Fixture Type: -i..
=Qty
Fixture Type:
Qty
Fixture Type:
Qty
Bathtub or combination
bath/shower
Drinking fountain or water
cooler (per head)
Wash fountain
Gas piping outlets
Bidet
Food -waste grinder,
commercial
Receptor, indirect
waste
Clothes washer, domestic
Floor drain
Sinks
Dental unit, cuspidor
Shower, single head trap
Urinals
Dishwasher, domestic,
with independent drain
Lavatory
Water Closet
Building sewer or trailer
park sewer
Rain water system — per
drain (inside building)
Water heater and/or
vent
Additional medical gas
inlets/outlets — six or more
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
Repair or alteration of water
piping and/or water treating
equipment
Repair or alteration
of drainage or vent
piping
Medical gas piping system
serving one to five
inlets/outlets for specific gas
PLUMBING AND GikS PIPINGilwERMIT INFORMATION - 206 -43i
PLUMBING AND PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City State Zip
Contact Person: k � ! _ Da elephone: C 4 /8 1 -/ 3C-31 V
E -Mail Address: ax Number:
Contractor Registration Number: Expiration Date:
Valuation of Plumbing work (contractor's bid price): $
Valuation of Gas Piping work (contractor's bid price):
Scope of Work (ple• e provide det fled inf rmatio
Building Use (per Int'l Building C
Occupancy (per Int'l Building •ode):
Utility Purveyor: Water: Sewer:
Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below:
Q:Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 5 of 6
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.
Signature:
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
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.
Mailing Address: CJCiC
Date Application Accepted:
BUILDING OW OR A ' AGE
Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Print Name: ■ � L � Day Telephone:
o Avg IA) 4-ty1
Date:
k - o34
S to Zip
Date Application Expires:
Staff Initials: L
Page 6 of 6
Payee: STEPPING STONE VENTURES
TRANSACTION LIST:
Type Method Description
ACCOUNT ITEM LIST:
Description
BUILDING - RES
STATE BUILDING SURCHARGE
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
RECEIPT
Parcel No.: 1523049008 Permit Number: D07 -348
Address: 14005 42 AV S TUKW Status: PENDING
Suite No: Applied Date: 09/11/2007
Applicant: STEPPING STONE VENTURES LOT 46 Issue Date:
Receipt No.: R07 -01939 Payment Amount: $34.12
Initials: WER Payment Date: 09/11/2007 04:18 PM
User ID: 1655 Balance: $0.00
Amount
Payment Check 6588 34.12
Account Code Current Pmts
000/322.100 29.62
000/386.904 4.50
Total: $34.12
2693 09/12 5'710 TOTAL 167.24
doc: Receipt-06 Printed: 09 -11 -2007
Project:
, s422, .0e 1.1: 7 ge
of Inspection: pz.)74
AddreI/ ss: OS
i
-.Date
Called:
Special Instructions:
Date Wanted: ,
/01 ,7._ 6 2 7
a.m.
,
Requester:
Phone No:.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 6
O pproved per applicable codes.
)627
Corrections required prior to approval.
COMMENTS:
'Date:
$58.00 REINSECf ION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
Receipt No.:
IDate:
Pro
Si \• 4116
Type of Inspection:
2r)-,
Address: r 1
Ii-toos
Date Called:
Special Instructions:
a -Ch,,.. / (50
Date Wanted:
\O; o7
Requester:
Phone No:
201D - 499-
INSPIE ION NO. PERMIT NO.
Retain a copy with permitfr
INSPECTION RECORD
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670
Approved per applicable codes. OCorrections required prior to approval.
COMMENTS:
Inspectorp
El $58.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
'Receipt No.:
!Date:
4 -1 • ,
Pro :
5 a tf , - (7 1 4:
-e
Type of Inspection:
2 7 ;; p %4,.
•
Addre s.
/ 4',2
,1 5
Date Called:
Special Instructions:
Date Wanted:
/
.7i
. ,! .. _.
p.m.
Requester:
Phone No: /
a. X /3 7
— 105
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 1�
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36
Approved per applicable codes. I(orrections required prior to approval.
COMMENTS:
‘6-wit 7 a ,-4,1 7/%p /fl I �
� P�r o f /l;r! /v, c (J li'//' 14 We
•�i1 f�LrJ 7 p 1 d GJsr S_ rfr
•
E $0 REINSPE FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 So center Blvd., Suite 100. Call the schedule reinspection.
'Receipt No.:
'Date:
Minute Man
8Z8 69Z 0Z58 09 /ZZ /05 08:58am P. 002
7A0A7.40:Y_7 r.r'i
Pacific Consulting
Engineers
September 21, 2005
Mr. Scott Moreno
Minute Man Products, Inc.
305 West King Street
East Flat Rock, NC 28726
Dear Scott;
Sincerely
2150 Bell Ave., Suite 145 • Sacramento, CA 95538 • (916) 564 -6025 • Fax. (916) 564 -6029
PILE Cop
SEP 1 3 2007
y Of Tukwila
s
RE: State of Washington Engineer's seal
- iv
be
Please be advised my Washington Engineer's license has been renewed to 7/17/07. T huvc
stamped and signed by seal on this letter. I have re- sealed the Engineered Tie Down plan and
details with the updated WA seal and have mailed the plans to you for your use..
David A. Aahme Eth `EVIEV�ED FOR
DE COMPL.IANCF
Aly
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BEAM. INSTALL
1/Y A307 BOLT.
STEEL STRAP pR TIE DOWN ANCHOR sTE(L STRAP SEC - rEGW CHASSIS
FOR TE DOWN ANCHOR
"C" BEAM CHASSIS 'RFC" BEAM CHASSIS
INSTALLATION INSTRUCTIONS
1. THE DRIVE MACHINE IS STARTED AND THE ANCHOR IS TURNED INTO THE GROUND TO A POINT WHERE THE TOP
(STABILIZER HEAD PLATE) IS FLUSH OR SLIGHTLY BELOW GROUND LEVEL THIS INSURES THAT THE E..ZANCHOR
STABILIZER WILL BE AT ITS REQUIRED INSTALLATION POSITION.
Z FOR THE E - Z ANCHOR/STABILIZER TO ACHIEVE FULL POTENTIAL, INSTALL THE ANCHOR VERTICALLY WITH NO
DEVIATION GREATER THAN 10 DEGREES. NOTE: A SLIGHTLY GREATER ANGLE MAY BE USED TO START THE
ANCHOR TO AVOID CONTACT WITH THE HOME & STRAIGHTENED AS THE ANCHOR IS GROUND SET.
THE SPLIT BOLT IS INSERTED, STRAP FASTENED, AND TIGHTENING ADJUSTMENT MADE.
NOTE: WITH MACHINE INSTALLATION, A MINUTE -MAN ADAPTER DESIGNED TO FIT BOTH THE ANCHOR HEAD
AND DRIVE MACHINE SHAFT IS AVAILABLE. INSTALLERS DO NOT NEED ADDITIONAL OR SPECIAL EQUIPMENT
FOR E -Z ANCHOR INSTALLATION.
NOTE: AN ADDITIONAL STABILIZER PLATE IS NOT REQUIRED WITH EZDH & GW2 EARTH AUGER TIE DOWN.
CONCRETE TIE DOWN CXLOSS DRIVE TIE DOWN
CHASSIS
MMA34 rRAMC TIE
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05/ZZ105 08 :58am P. 004
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END TIE bOWN CONNECTIONS
MMA34 fRAMf TIE
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1 /2" ASO7 BOLT.
SPLIT
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STABILIZATION PLATE
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CROSS DRIVE ANCHOR
W/ 3/4'0x32' RODS
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USE OUTSIDE HOLES FOR
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W/ 23/32 "0x33" RODS
MMA SPLIT
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MMA 210JDH MMA 210PDH
STABILIZER CAP r
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COMPACTING
DISK
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7 .
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MMA -9; 3/8 DIA MMA - 92 3/4 OIA MMA -94 3/4 OIA
32 "auGER ANCHOR 32 AUGER ANCHOR 36 AUGER ANCHOR
MMA - 18
CONCRETE SLAB
ANCHOR
MMA 6 3/4 OH
4430 NU 3/4
09/22/0S 08:58am P. 006
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STRAP W /6UCKEL
BOTTOM RATE MMA --34
LONGITUDINAL FRAME TIE
AND CLAMP
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MMA -650 3/4 DIA
50 AUGER ANCHOR
MMA - 7t STEEL
STRAP W/CORNER TIE
MMA, 34
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TOP PLATE
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LOCATION OF MODE
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USE INSIDE HOLES FOR
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4430 OH 3/4 DIA
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7189 F &S Grade Rd. w sident
Sedro Wooley, Ala. 98284 oQ c ' g
360-708-3599
U.. V. %� = c
360.856.4345 fax A o o `—
V AIN 1 �� � a c),-E
S # 937 11105 �, c
ESECOI *000RA 12105 w�
at<
Any ' siz a u ii home 12'114'116' wide to 70' long
State approved tie downs every 11' on center
P MIT CE Et,
Manufactured Home Main Beam
Typical blocking and tie down Installation to Washington state code
8x8x16 hollow concrete blocks set on 2 ea. 4x4x8 solid concrete blocks (pad)
Or state approved metal stands on pads with wood shimes and wedges.
Foundation pier blocking 8' center to 12' center
Perimeter block at every door and
window larger than 48"
rate -of- the -art technolog; S•used to
3R;y8^
guarantee color accura.'ensuring our
products always -aye consistent color.
•.Skirting is checked for compound
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• ProguatdSkirting panels are impact
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anels`secure.:and the locks:,hidden so'(1
on't detract from the appearance of yo
V entilated panels are required to he1
li runate'rnatsture buildup and,allow`1
roper. air circulation ,(Check yo ur
nines specifications for prope
enttl atiori . 'requirements ) '
"P'shaped bottom rail design (i ns tea�
U " shaped channel) provi
stable foundation and prevents
hannel from B ucklin g.
p1 ozs.are In pi to `are
nh ancement:•purposesonly
6 Bottom rail design, with its precut
lots for ground spikes or cement screw
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onerete or directly on the ground
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Tan White
Top rail. designresists "warping an
blowout Pre - notched front top rails
allow for expansion overlap and he
reduce installation time:,
12' x
•
OMNI
Size of Home
Perimeter
(linear measurement)
Height of Skirting
(Panel Cut Length)
16 " -18"
19 " -20"
21' - 24°
25" - 28"
29" - 36"
50'
120'
55'
130'
60'
140
12 13 14
13 14 15
15 17 18
65'
150'
70'
160'
60'
148'
65'
158'
14' x
70'
162'
80'
182'
60'
152'
65'
162'
16' x
70'
166
80'
188
60'
154'
24' x
65'
174'
70'
180'
65'
182'
28' x
70'
192'
NUMBER OF PANELS REQUIRED
15 15 14 15 16 18 14 16 16 19 16 17 18 18 18
}
33
35
3
38:
0
36"
40
.41
_46
37 .'
4t:
42 .
41
.46.
C46`
18 20 21 23 24 22 24 25 28 23 25 25 28 25 27 .27 ' 28 29
,23 . 25 27 - 29 -30: 27 . 30 ,31 - 35 ' 28 , 31: =' 32: - _ 36 :11 _ 33 : :35 36
..44.
17 18 16 17 18 20 16 18 18 21 18 . 19 20 20 21
19 '20 18 20 21 23 19 21 21 25 21 . 22 23 23 24
.48
REVISION
SEPARATE PER
REQUIRED FO
1
❑ Mechanical
D \t
Electrical
D Plumbing I °
D Gas Piping
City of Tukwila
BUILDING DIVISION
No changes I hall be ma
of work wi bout prior
Tukwil Building D
NOTE: Revisions �a ill require a n
and may includeladditional pi
\.....,
SEPARATE E Pa t..I Uri
EZEOL[ L FOR:
ii M cnan;ci
IV Elect i—I
fie Plumbing
V GES P ip r g
City Of ::_`,i!:3
BUILDING DIVISION
N
N AS -BUILT N
A PORTION OF THE S.E. 1/4, S.W. 1/4, SEC. 15, T.W.P. 23 N., R. 4 E., W.M., IN KING COUNTY, WASHINGTON
PILE
Permit No.
EDGE
'4' , '
an review approval Is subject b errors and omIsslotte.
Approval of cc:t. eo _•.Tent; does. not authortm
the violation cf cry c cr crdinanc'c. Reedit
of app :: c . l c_-: ecaot1edged:
B b g
—Data:- -9 -
Tukwila
8. 140TH ST.
EDGE IT PAVEMENT
8. 1418T. ST.
R COMPLIANCE
ODE
l o a c LaOacc :
9bt*i7 15 too
ty Of Tultwila
V7 .
.-
to the scope
proval of
ision.
w plan submittal
review fees.
EDGE OF PAVEMENT
53114•
EDGE OT PAVENEHT
N8/ v
NODULAR TOE
I MODULAR IO[ 'lit
L ,ORLA R , OE 3)
0
(4.52
SEP 1 1 20D7
N
PE
C
Z
N
Y
30'
CITY LA
FEB ' Q6
VIII' I • irk
-N-
•
— LAD WWII
This set of construct
be. kept at. the site of
open to inspection bT
or a du'y eutho
u rig Or Tufavila
BUI •ING DIVISION
BASIS OF BEARING
SOUTH LINE Of T.V. I /4, SEC. 15, T.VP. 03 N. R. 4 E.
087•35'0714, AS SHOVN 01 RECORD Of SURVEY AS RE-
CORDED IN VOLUME 97. PAGE COS. KURDS IT KING
COUNTY. VASHINGTOIL
INSTRUMENT USED
A FIELD TRAVERSE USING A SOK*IA 3100 TOTAL STATION
INSTRIAENT WAS USED TO ESTABLISH THE RELATIONSHIP
BETWEEN TIE CONTROLLING NRAPENTATION AS SHOWN
LINEAR AND ANGULAR CLOSURE OF TRAVERSE MEETS TIE
STANDARDS OF VAC 332 - 130 - 090.
r LEGEND .
+ro.4 B MAD IOAIICNT AS NOTED
/ / ■ ■■ o CALCULATED NONUNENT RECORD Cr SURVEY AS
RECORDED N VOL 10. P0. 29. MONUYEHT DESTROYED
DURING NEW CONSTRUCTION Of INTERNATIONAL DEW.
(PACIFIC HWY. SOUTH)
0 SET No 5 REBAR AND L0. CAP,
ed repre
L TITLE R REPORT ORDER NA 1145010 PREPARED BY CNICACO TITLE
INSURANCE CO PANY.
0. THE FOLLOWING RECORD IT SURVEYS VOL. 97 PG. 155 B 156,
VOL. 16. PG. 29. VOL 44, PG. 200, UBIRECORDED SURVEY DT
EARTNTECH DATED MARCH 1999 AND PLAT Of .JIVES CLARK'S GARDEN
ADDITION TO THE CITY Cr SEATTLE. VOL. 13 OF PLATS. PG. I2. AND
THE PLAT ME ROBINS VIN TRACT ADD. VOL. I7. PG. 90.
A ADDITIONAL RIGHT OF WAY AGIJIRESy ALONG INTERNATIONAL BLVD
(PACIFIC WY. S) AS'PER VARRANTY LEEDS AS PER RECORDING NP.'S
20020416003155 AND 20020416003156 CONTAIN NUPEROUS ERRORS AND CAN
NOT DE ESTABLISHED. RIGHT OF VAT DRAWINGS PETERED TO IN LEGAL
DESCRIPTIDI DO NOT EXIST ACCORDING TO THE CITY OF TU(VILLA
E
4. IOHDENTS (N VD..(PACIIFIC AY HAVE
BEEN DESTROYED DURING KV [INSTRUCTION. CENTERLINE ESTABLISHED
FROM SURVEY BY V. NINE SURVEY DATED AUGUST 1978.
LEGAL DESCRIPTION
THAT PORTION OF LOT D. DUCK I, JANS CLARK'S GARDEN ADDITION TO THE CITY
or SEATTLE. ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUE 13 OF PLATS.
PAGE(S> 12. III KING COUNTY. WASHINGTON. LYING EAST OF THE EASTERLY MARGIN OF
STATE ROAD No. 1 (PACIFIC HIGHWAY SOUTH> AS ESTABLISHED BY DEED RECORDED
UNDER RECORDING 14JMBER 2014233,
EXCEPT THAT PORTION THEREOF CONDEUED FOR PUBLIC ROAD AND HIGHWAY PURPOSES IN
KING COUNTY SUPERIOR COURT CAUSE NUMBER 609948,
TOGETHER VITH THE NORTH 222.7 MEET OF TIE VEST 520 FEET IT TIE EAST 540 FEET
OF THE SOUTHEAST DARTER OF THE SOUTHWEST QUARTER 6 SECTION 15. TOWNSHIP 23
NORTH. RAVEL • EAST. VILLAMETTE MERIDIAN, IN KING COUNTY. WASHINGTON
EXCEPT THAT PORTION THERED' CONVEYED TO THE STATE IT WASHINGTON FOR STATE
ROAD No I (PACIFIC HIGNAY SOUTH) BY EELS RECORDED UNDER RECORDING NUBER
20481441 AND
EXCEPT THAT PORTION THEREOF ERIDEWED' COUNTY RIUDIT OF VAT (42ND AVENUE
SOUTH) IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 614099,
TOGETHER VITA THAT PORTIDI OF VACATED 40TH AVENUE SOUTH (CONECTION STREET)
LYING EASTERLY OF STATE ROAD NA 1 (PACIFIC HIGHWAY SOUTH> AND ADJOINING ALL
TIC HEREIN ABOVE DESCRIBED PARCEL a LAND,
EXCEPT THOSE PORTIONS CONVEYED TO TIC CITY OF TLKVILLA DY DEEDS RECORDED UNDER
RECORDING NUMBERS 20020416003155' AND 20020416003156.
(LEGAL DESCRIPTION FRO. CHICAGO TITLE INSURANCE ORDER Ne. 1145210)
,NOR E/0 DRY WRBOTILE
ROS31- I16 COHIATRO(L REAL ESTATE
17(5 1141K RYE SE DJI[ 212
BELIEVE 160R1(CLON 9X004
ments shat
and shall be
ifding Official
'ntative..
A PORD31 O THE S.E 1/4. SOY. 1 /4. SEC. 1S. T.9P. 23 R.
N 4 E.O.D. N IDNG COUNTY. WISKNCTON
VAN CLEAVE AND ASSOcZA1919
112 CANDLEWYCK DRIVE WEST
LAME L (253) SWASHING ON 98499
DA ID KV M. DI DR K.W.V. NMI DT. K.V.V.
DATE 07/05 ATE 07/05 M15 07/05
Os IQ LL /EFE ' WI la 05- 1180AB
ACTIVITY NUMBER: D07 -348 DATE: 09 -11 -07
PROJECT NAME: STEPPING STONE VENTURES #46
SITE ADDRESS: 14005 42 AV S
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS:
Bui
Public Works
Complete
TUES/THURS ROUTING:
Please Route
APPROVALS OR CORRECTIONS:
Documents/routing slip.doc
2 -28-02
PLA R %R OU TING SLIP
L"
Fire Prevention
Structural
Structural Review Required
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete
Planning Division
❑ Permit Coordinator
DUE DATE: 09 -13 -07
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
❑ No further Review Required
REVIEWER'S INITIALS: DATE:
El
DUE DATE: 10 -11 -07
Approved ❑ Approved with Conditions Not Approved (attach comments) C
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
ESECOI *000RA
Licensee Name
ESE CONSTRUCTION INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602034081
Ind. Ins. Account Id
#2
Business Type
CORPORATION
Address 1
7189 F &S GRADE RD
Address 2
City
SEDRO WOOLLEY
County
SKAGIT
State
WA
Zip
98284
Phone
$6,000.00
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
12/1/2000
Expiration Date
12/1/2007
Suspend Date
Separation Date
Parent Company
Previous License
ESECO * *01IRA
Next License
Associated License
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#2
CBIC
SC6302
12/01/2001
Until
Cancelled
$12,000.00
11/30/2001
#1
CBIC
SC6302
12/01/2000
12/01/2001
$6,000.00
11/20/2000
Business Owner Information
Name
Role
Effective Date
Expiration Date
SOINIE, RONALD E
01/01/1980
SOINIE, ROLENE K
01/01/1980
Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2
Washington State Department of Labor and Industries
General/Specialty Contractor
A business registered as a construction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= ESECOI *000RA 09/17/2007