HomeMy WebLinkAboutPermit D02-051 - FOSTER HEIGHTS - LOT 154
Foster Heights
D02-051
Lot 15
4806 S 145 St
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 2610000150
Address: 4806 S 145 ST TUKW
Suite No:
Tenant:
Name: FOSTER HEIGHTS - LOT 15
Address: 4806 S 145 ST, TUKWILA, WA
Owner:
Name: TRIDOR INC
Address: 2226 ELLIOTT AV, SUITE A, SEATTLE WA
Contact Person:
Name: CHARLES PRIB
Address: 14205 SE 255 PL, KENT, WA
Contractor:
Name: LONG CLASSIC HOMES, LTD.
Address: 1624 PIONEER ST, ENUMCLAW, WA
Contractor License No: LONGCHL05409
DESCRIPTION OF WORK:
CONSTRUCTION OF A NEW 2,360 SQ FT SINGLE FAMILY RESIDENCE, 400 SQ FT ATTACHED GARAGE AND 90 SQ FT
COVERED DECK AREA.
PUBLIC WORKS ACTIVITIES INCLUDE: access, land altering and storm
drainage. PER CONDITION OF FINAL PLAT L2000 -026 THE RESIDENCE SHALL BE PROVIDED WITH A SPRINKLER
SYSTEM PER NOTE 12 SHT 2 OF 3 OF RECORDED PLAT. PROJECT ON VALVUE SEWER AND WATER DISTRICT #125
WATER.
Value of Construction: $224,358.40 Fees Collected: $2,958.69
Type of Fire Protection: N/A Uniform Building Code Edition: 1997
Type of Construction: V -N Occupancy per UBC: 7
Public Works Activities:
Curb Cut/Access /Sidewalk/CSS: Y
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone: N
Hauling: N Start Time: End Time:
Land Altering: Y Volumes: Cut 142 c.y. Fill 142 c.y.
Landscape Irrigation: N
Moving Oversize Load: N Start Time: End Time:
Sanitary Side Sewer: N
Sewer Main Extension: N
Storm Drainage: Y
Street Use: N
Water Main Extension: N
doe: Devperm
DEVELOPMENT PERMIT
D02 -051
Private:
Private:
Permit Number: D02 -051
Issue Date: 05/02/2002
Permit Expires On: 10/29/2002
Phone: 206 - 443 -7735
Phone: 253 631 -6864
Phone:
Expiration Date: 11/01/2002
Public:
Public:
Printed: 05 -02 -2002
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Channelization / Striping:
doc: Devperm
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
** Continued Next Page **
D02 -051
Printed: 05 -02 -2002
Permit Center Authorized Signature:
Signature:
Print Name:
doc: Devperm
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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 provisions of any other state or local laws
regulating constructioyf car the erformanc of work. I am authorized to sign and obtain this development permit.
(
D02 -051
Date: d
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.
Printed: 05 -02 -2002
Parcel No.: 2610000150
Address: 4806 S 145 ST TUKW
Suite No:
Tenant: FOSTER HEIGHTS - LOT 15
1: ** *BUILDING DEPARTMENT * **
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division.
3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by
that agency, including all gas
piping (296- 4722).
4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be
inspected by that agency
(206- 835 - 1111).
5: All mechanical work shall be under separate permit issued by the City of Tukwila.
6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These
documents are to be
maintained and available until final inspection approval is granted.
7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes.
Documents shall bear the seal and
signature of a Washington State Professional Engineer.
8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification
showing the fire performance
rating thereof.
9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as
amended, Uniform Mechanical Code
(1997 Edition), and Washington State Energy Code (1997 Edition).
10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for
special inspection.
11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to
give authority to violate
or cancel the provisions of this code shall be valid.
12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector.
13: ** *PUBLIC WORKS DEPARTMENT * **
14: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24
hours in advance. All inspection
requests for utility work must also be made 24 hours in advance.
RESIDENCE ON LOT 15 SHALL BE SPRINKLED; REFER TO NOTE 12 OF ON SHEET 2 OF 3 OF RECORDED PLAT L2000 -026.
APPLICANT SHALL CONTACT TUKWILA FIRE DEPARTMENT FOR
COORDINATION.
PRIOR TO FINAL PERMIT SIGNG -OFF APPLICANT SHALL PROVIDE A RECORDED COPY OF EASEMENT AND MAINTENANCE
AGREEMENT FOR ROCKERY WITH ASSOCIATED DRAINAGE ON LOT 14.
15: 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.
doc: Conditions
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
D02 -051
Permit Number: D02 -051
Status: ISSUED
Applied Date: 02/26/2002
Issue Date: 05/02/2002
Printed: 05 -02 -2002
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
16: Any material spilled onto any street shall be cleaned up immediately.
17: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into
existing drainage facilities.
18: The Land Altering Permit Fee is based upon an estimated 142 cubic yards of CUT and 142 cubic yards of FILL. If the final quantity
exceeds this amount, the
developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection.
19: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or
more and will be unworked for
greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days.
Covered material must be
stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and
following storms.
20: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All
disturbed areas of the site shall be
permanently stabilized prior to final construction approval.
21: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and
prior to the Final Inspection.
22: Applicant shall follow all the conditions of Final Plat L2000 -026 and comply with Geotechnical report prepared by Geospectrum
Consultants, Inc. dated Feb. 10,
1998. Geotechnical Engineer shall observe the implementation of the approved SFR plans during construction. Field reports are to be
submitted to Public Works
in a timely manner and shall include:
a) Temporary Erosion Control and Excavations
b) Implementations of footings, foundations, retaining walls, driveway placement and associated drainage system and placement of
backfi I I.
Prior to final permit signoff, the Geotechnical Engineer is to provide certification on a lot by lot basis that the work has been
accomplished in accordance
with Geotechnical recommendations - refer to Feb. 1, 1998, Geotechnical Evaluation prepared by Geospectrum Consultants, Inc., P.O.
Box 276, Issaquah, WA
98027 -0276, Phone No. (425)391 -4228.
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:
Print Name:
doc: Conditions
• C- pf;‘,43
D02 -051
Date:
Printed: 05 -02 -2002
Project Name/Tenant:
Value of Cons iicjionn;
Site Address: State /Zip:
Tax Ptcgplubb 4/ 6 0
Property Owner:
O sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck
Phone:
Street Addres •
City State /Zip:
Contractor: _
Phone:
Street Address:
City State /Zip:
Fax II:
r u Architect:
Engineer:
AGO-
Phone:
Street Address Cit State /Zip:
Contact Person: Description of work to be done:
Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence
in Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure*
❑ Remodel /Addition to Accessory Structure ❑ Garage(s)
❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof
Is this site served by: ❑ Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722)
Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s)
sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck
2��,
Propos New Square Footage: 7iii�i sq. ft. Dwelling 'z7 sq. ft. Covered Deck(s)
O 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 - 3 2 r:2' c7 /7.7
*For an Accessory dwelling, provide the following:
Lot area Floor area of principal dwelling Floor area of accessory dwelling
` Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence.
CITY OF TU'WILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
FOR STAFF USE ONLY
Project , . mber:
Permit Number: 71)0,- 1 C c Q 3
Single - Family Residential Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews shall be determined by the Public Works Department)
❑ Channelization /Striping Curb cut /Access /Sidewalk ❑ Fire Loop/Hydrant (main to vault) #: Size(s):
❑ Flood Control Zone Hauling % Land Altering: 0 Cut 142.. cubic yds. 0 Fill 142 cubic yds.
❑ Moving an Oversized Load: Start Time: End Time:
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
X Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter /Permanent # 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:
Date application expires:
Application taken by: (initials)
PLEASE SIGN BACK OF APPLICATION FORM
SFPERMIT.DOC 2/13/97
- A rl - S 1 E I •E• MIT APPLICAT ONS MUST BE SUBMITTED WITH THE FOLLOWING:
• DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE
REQUIRED BY THE BUILDING OFFICIAL
➢ ALL DRAWINGS SHALL 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 -11 a). Contact the Public Works Department
(206) 433 -0179 for servicing district.
rl 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 ".
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 owner authorizing the agent to submit this permit application and
obtain the permit will be required as part of this submittal.
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.
BUILDING OWNER OR AUTHORIZED A LENT:
Signature:
Print name: - - � � / 4'5
Address . S� gg
SFPERMIT.DOC 2/13/97
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Fax It:
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Payee:
ACCOUNT ITEM LIST:
doc: Receipt
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
LONG CLASSIC HOMES
Current Pmts
Amount
BUILDING - RES
INSP FEE - STORM DRAIN
INSP FEE - UTILITY
LAND ALTERING PERMIT FEE
LAND ALTERING PLAN CHECK
PLAN CHECK - RES
PLAN CHECK - UTILITY
STATE BUILDING SURCHARGE
000/322.100
412/342.400
000/342.400
000/322.100
000/345.830
000/345.830
000/345.830
000/386.904
1, 693.75
15.00
15.00
72.00
37.50
91.00
20.00
4.50
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RECEIPT ' 1W
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Parcel No.: 2610000150 Permit Number: D02 -051 U O
Address: 4806 S 145 ST TUKW Status: APPROVED 0 0
Suite No: Applied Date: 02/26/2002 W I
Applicant: FOSTER HEIGHTS - LOT 15 Issue Date: to u_
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Receipt No.: R020000584 Payment Amount: 1,948.75 g 5
Initials: SKS Payment Date: 05/02/2002 12:31 PM = • a
User ID: 1165 Balance: $0.00 i~ _
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TRANSACTION LIST: 01—
Type Method Description = U
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Payment Check 582 1,948.75 III co
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Description Account Code
Total: 1,948.75
To'r ` 20.1.9
Printed: 05 -02 -2002
4
ACCOUNT ITEM LIST:
doc: Receipt
City of Tukwila
Current Pmts
PLAN CHECK - RES
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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Parcel No.: 2610000150 Permit Number: D02 -051 U 0
Address: 4806 S 145 ST TUKW Status: PENDING . N w
Suite No: Applied Date: 02/26/2002 i H
Appl icant: FOSTER HEIGHTS- LOT 15 Issue Date: co u_
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Receipt No.: R020000264 Payment Amount: 1,009.94 LL Q
Initials: SKS Payment Date: 02/26/2002 10:24 AM Z W
User ID: 1165 Balance: $1,553.75 Z 1Z-
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Payee: LONG CLASSIC HOMES g D
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TRANSACTION LIST: W H ill
Type Method Description = U
Amount 1--
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Payment Check 572 1,009.94 L jj Z
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Description Account Code
000/345.830 1,009.94
Total: 1,009.94
42 2 3 02/26 97.16 TOTAL. 2.09%68
Printed: 02 -26 -2002
COMMENTS:
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Date Called:
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Type of Inspectioq 1
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Date Called:
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Date Wanted: 1 �
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Requester:
Phone No:
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PERMIT N' I
CITY OF TUKWILA BUILDING DIVISION �''
INSPECTION NO.
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
- Approved per applicable codes.
INSPECTION RECc )
Retain a copy with permit
Corrections required prior to approval.
lnspecto . c.
Date:
E1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
EI Approved per applicable codes.
INSPECTION RECO)
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PERMIT NO.
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$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
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Receipt No.:
Date:
COMMENTS:
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila WA 98188
n Approved per applicable codes.
INSPECTION RECOO
Retain a copy with permit
PERMIT NO.
(206)431 -3670
El Corrections required prior to approval.
Inspector:
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$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
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Date called: i 7/ O 2-
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INSPECTION NO.
INSPECTION RECO
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter B lvd, #100, Tukwila, WA 98188
0 Approved per applicable codes.
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PERMIT NO.
(206)431 -3670
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COMMENTS:
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Inspector:
Date: 40
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
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INSPECTION NO.
INSPECTION. REC
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PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION \"
(206)431 -3670 jVi
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
,]Cb?-65/
Corrections required prior to approval.
COMMENTS:
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Date:
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7.00 REINSPECTION EE'REQUIRED. Pr to inspection, fee must be
aid at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection.
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INSPECTION RECD,„
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INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
Fr Corrections required prior to approval.
COMMENTS:
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Date:
$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
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COMMENTS:
Type of-Inspection:
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Add ess:
Date Call xb,...
Special Instructions:
Date Wanted
}
a.rti.
•
Requeste .
(GcC
Phone No:
5 G-e6 f 03 3
' INSPECTION REC D,,..
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PER gNO i
(216)431-3670
pproved per applicable codes. El Corrections required prior to approval.
Inspector:
Date: 9 30 _ G
E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspect'on, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
COMMENTS:
Special Instructions:
Date W . .
INSPECTION NO.
INSPECTION RECO)
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981 88
Approved per applicable codes.
(206)431
l:_ Corrections required prior to approval.
Date*
.00 REINSPECTION F REQUIRED. Pr19i to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection.
Receipt No.: Date:
COM MENTS:
Type of Inspection:
Date Called: /
Special Instructions:
Date Wanted: a.m.
Requester: ;;
Phone No:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
:6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
INSPECTION RECO)
Retain a copy with permit
47.00 REINSPECT! O'N FEE REQUIRE
paid at b300 Southcenter Blvd., Suite 100. Ca
Receipt No.:
PER
(206)431 -3670
Corrections required prior to approval.
Date: 9— 2 G'd
D. P for to inspection, fee must be
I to schedule reinspection.
Special Instructions:
Requester:
.
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
INSPECTION RECD
Retain a copy with permit
(206)431 -3670
pproved per applicable codes. Corrections required prior to approval.
COMMENTS:
7.00 REINSPECTION FE REQUIRED. Prioq'to inspection, fee must be
p id att300 Southcenter Blvd., Suite 100. all to schedule reinspection.
Project:
Type of Inspection:
Date Called:
Special Instructions:
Date Wanted:
Requester:
Phone No:
rmi
INSPECTION RE
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670
pproved per applicable codes. El Corrections required prior to approval.
COMMENTS:
Date:
4 .00 REINSPECTIO FEE REQUIRED. Pr or to inspection, fee must be
p d at t 300 Southcen er Blvd., Suite 100. Call to schedule reinspection.
eipt No.:
Project:
Type of Inspection:
Date Called:
�� az
Special Instructions:,
Date Wanted:
Phone No
, INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved, per. applicable codes.
INSPECTION RECti
Retain a copy with permit
A00-4
T
O.
06)431 -3670
Corrections required prior to approval.
COMMENTS:
$47.00 REINSPECTI9 FEE REQUIRED. Prior to inspection, fee must be
paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Address:
Date cal ed: 7 /0 2
Special instructions:
Date wanted
INSPE ION NO.
INSPECTION RECOR
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
$4 .00 REINSPECTION REQUIRED. Prior • inspection, fee must be paid
6300 Southcenter Blvd., ite 100. Call to s edule reinspection.
Receipt No:
Project:
Type of Inspection:
5+ rm drain h ookup
Address:
206 s 1454h St
Date called:
Special instructions: d ot 5
Date wanted: ff a.m.
Requester: .
Ira iou5er
Phone:
206 -793 - -3d.
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3670
0 Approved per applicable codes. n Corrections required prior to approval.
COMMENTS:
Inspector:
Date:.. /
11 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
• Project:
downspouT d rain
Address: ,
4240 6 S / 46
Special instructions:
Date wanted: 1::
Requester: .. .
Phone: ,
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
• 6300 Southcenter Blvd, #100tukwila,,WA 98188
DO2— 05/
PERMIT NO.
(206)431-3670
n Approved per applicable codes... LI Corrections required prior to approval.
COMMENTS:
• [1] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Type of Inspection:
Address:
4goo s.(4 si
Special instructions:
Date wanted: a.m.
Requester,
Phone:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
'Approved per applicable codes.
COMMENTS:
47.00 REINSPECTION FEE ' EQUIRED. Prior to i p: ction, fee must be paid
at 6300 Southcenter Blvd., Su e 100. Call to schedu : reinspection.
INSPECTION REC
Retain a copy with permit
Corrections required prior to approval.
PERMIT NO.
)CI
(206)431 -3670
Ad ress: L
Date lie?
Special instructions:
Date wanted:
Requester. 7 4-
Phone:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
COMMENTS:
Approved per applicable codes.
INSPECTION RECOR
Retain a copy with permit
Corrections required prior to approval.
El $47.00 REINSPE ON FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
PERMIT NO.
(206)431 -3670
INSPECTION REC
Retain a copy with pe
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
PERMIT NO.
(206)431-3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
$47.00 REINSPECTION FEE REQUIRED. Prior to.inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Type of Inspection:
Date called:
Special instructions:
Date wanted:"
Requester:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
INSPECTION RE
Retain a copy with permit
(4' '. : tiMu.' 2tl v:S iC "5.�'t+ t'o:.'aa.'tl ".rya a`SCG is *,.''271aq t.w;4dG i it:�i.: .
PERMIT NO.
(206)431 -3670
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS: El $47.00 REINSPEC � , N FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
Fire Department Thomas R Keefe, Fire Chief
' Project Name FOS 1 er Pei (. 4 / 4 '. L/ J(
AddreSs.
Retain current inspection schedule
Needs shift inspection
X Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre-Fire:
Permits:
FINALAPP.FRM
Authorized Signature
TUKWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Steven M. Mullet, Mayor
Permit No. D 02- 05
Suite #
/ 2.
Date
Rev. 2/19/98 T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206•575-4404 • Fax: 206-575-4439
Sent by: Earth Consultants
Dear Ms. Spencer:
April 3, 2002 E -9920
City of Tukwila
Department of Community Development
6300 South Center Boulevard, Suite 100
Tukwila, Washington 98188
Attention: Ms. Joanna Spencer, Development Engineer
Subject: Geotechnical Review — Lot 15
Proposed Foster Heights Subdivision Residences
South 146 Street and 51" Avenue South
Tukwila, Washington
Reference: Geospectrum Consultants, Inc.
Geotechnical Evaluation
Foster Heights Plat Development
Tukwila, Washington
Revised Drawing FH -15
Site, Utility, and Drainage Plan
Dated March 22, 2002
425 746 0860; 04/03/0 % --- 3:55PM;JetFax #59;;Pagc.2 /3
Earth Consultants Inc.
(AYrt(t1U%<a11I CA%)klgi is & I :11\'Ir is ti iti.d tilyr'��IL11ti
In accordance with your request, Earth Consultants, Inc. (ECI) has reviewed the
referenced drainage plan and revisions for Lot 15 (revised March 22, 2002). At the
request of Long Classic Homes, ECI has assumed the role of geotechnical engineer
of record for the project. Based on our review of the revised plan, ECI is in
agreement with the geotechnical aspects of the revised plan.
,pot -psi
1805. 136tn Race N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643.3780 FAX (425) 746 -0860 Toli Free (888) 739.6670
Sent by: Earth Consultants
City of Tukwila
April 3, 2002
We trust this information meets the geotechnical plan review requirements for Lot
15. If additional information is required, please call.
Respectfully submitted,
EARTH CONSULTANTS, INC.
Raymond A. Coglas, P.E.
Project Manager ! FxvMFs 7 / Z
RAC /jme
cc:. Long Classic Homes
Attention: Mr. Doug Pulley
425 746 0860; 04/03/02_..,3: 55PM; JetFnx #591 ;Page 3/3
Earth Consultants, Inc.
City of Tukwila
Department of Community Development
6300 South Center Boulevard, Suite 100
Tukwila, Washington 98188
Subject:
Drawing FH -15
Site, Utility, and Drainage Plan
Foster Heights, Lot 15
RECEIVED
APR 1 0 2002
TUKW 1LA
PUBLIC WORKS
Attention: Ms. Joanna Spencer, Development Engineer
Geotechnical Review - Lot 15
Proposed f=oster Heights Subdivision Residences
South 146 Street and 51' Avenue South
King County, Washington
Eai rh Consultants Inc.
Geotechnical Engineers, Geologists & Environmental Scientists
January 11, 2002 E -9920
Reference: Geotechnical Evaluation o
Foster Heights Plat Development ° i
Geospectrum Consultants, Inc., dated February 10, 1998 0
Dear Ms. Spencer:
In accordance with your request, Earth Consultants, Inc. (ECI) has reviewed the
referenced geotechnical engineering study and drainage plan for Lot 15. At the
request of Long Classic Homes, ECI has assumed the role of geotechnical engineer
of record for the project. Based on our review, ECI is in agreement with the
geotechnical and drainage recommendations for Lot 15.
CORRECTION
LTR #._ P
Do- o5(
RECEIVED
CITY OF TUKWILA
APR 0 8 2002
PERMIT CENTER
1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643-3780 FAX (425) 746 -0860 Toll Free (888) 739-6670
City of Tukwila
January 11, 2002
We trust this information meets the geotechnical plan review requirements for Lot
15. If additional information is required, please call.
Respectfully submitted,
EARTH CONSULTANTS, INC.
Raymond A. Coglas, P.E.
Project Manager
RAC /jme
cc: Long Classic Homes
Attention: Mr. Doug Pulley
1
EXPIRES ^7
Earth Consultants, Inc.
0Z
E -9920
Page 2
20021113001812
DOCUMENT TITLE:
Maintenance Agreement
REFERENCE NUMBER(S):
None
GRANTOR(S):
Long Classic Homes, Ltd.
GRANTEE(S):
Long Classic Homes, Ltd.
LEGAL DESCRIPTION:
Portions of Lots 1 -9, 14-16, Foster Heights, according to the plat
recorded in Volume 200 of Plats at pages 89 through 91
ASSESSOR'S PROPERTY TAX
PARCEUACCOUNT NO.
After recording return to:
Mr. David S. Kerruish
7016 — 35 Avenue NE
Seattle, Washington 98115 -5917
File No. 105.020
MAINTENANCE AGREEMENT - 1
20021113001812
LONG AG 23.66
PAGE 661 OF 665
11/13/2602 14:26
KING COUNTY, WA
MAINTENANCE AGREEMENT
Lot 2 is benefited by an easement imposed upon Lot 1;
Lot 3 is benefited by an easement imposed upon Lot 2;
Lot 4 is benefited by an easement imposed upon Lot 3;
Lot 5 is benefited by an easement imposed upon Lot 6;
Lot 6 is benefited by an easement imposed upon Lot 7;
Lot 7 is benefited by an easement imposed upon Lot 8;
JOc OSI
I
I�
flThLE 1
The undersigned owner of the property herein described does impose as an easement
and covenant running with the land an obligation upon the owners and future owners of the
Benefited Property (as described herein) to maintain drainage improvements located within
easements imposed upon the Burdened Property (as described herein), as provided in this
instrument.
1. Ownership of Property. The property which is subject to the provisions of this
instrument is owned by Long Classic Homes, Ltd., and is legally described as follows:
Lots 1 -9, and Lots 14 -16, in Volume 200 of Plats, Pages 89 through 91 inclusive, situate
in King County, State of Washington.
2. Benefited and Burdened Properties. The following Lots are benefited by an
easement recorded on an adjacent Lot:
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g. Lot 8 is benefited by an easement imposed upon Lot 9;
h. Lot 15 is benefited by an easement imposed upon Lot 14;
i. Lot 16 is benefited by an easement imposed upon Lot 15.
Each Lot for which there is a right to use an adjacent Lot is hereafter referred to as the
"Benefited Property" with respect to the right to use the easement located on the adjacent Lot.
Each Lot that has imposed upon it an easement in favor of an adjacent lot is referred to as the
"Burdened Property" with respect to the easement imposed upon the Lot. A Lot may be both
burdened and benefited, by different easements. The easements described herein are recorded
at King County Recorder's No. , and were granted for the purpose of
providing drainage for the Benefited Properties.
3. Duty to Maintain Easement and Improvements. The Owner of each
Benefited Property shall have the duty and obligation to maintain the easement established
for the benefit of the Benefited Property, and all drainage improvements located within its
easement, in a manner that preserves the function and utility of the drainage improvements
within the easement and in full compliance with all applicable laws and building or zoning
codes. The Owner of the Benefited Property may not construct, place or maintain any other
structures in its easement, except the drainage improvements, and may not engage in any
activity in the Easement that may damage the improvements located on the Burdened
Property. The Owner of the Burdened Property may not place any improvements, or
engage in any activities, that materially interfere with the function or utility of the drainage
improvements located within the easement. Notwithstanding the prohibition upon the
placement of structures in the easement, the owner of the Burdened Property may place a
fence within the easement (as long as the fence does not damage or interfere with the
drainage improvements in the easement), but such fence shall be repaired or replaced at
the cost of the Owner of the Burdened Property if the fence must be removed in order for
the Owner of the Benefited Property to maintain the drainage improvements within the
easement.
4. Access. The Owner of the Benefited Property shall have whatever right of
access through the Burdened Property to construct, repair, maintain and replace drainage
improvements located in the easement, and to exercise the rights granted by this easement.
The Owner of the Benefited Property shall compensate the Owner of the Burdened Property
for any damages to the easement or to the Burdened Property and its improvements that
are caused by Owner of the Benefited Property or the Owner's agents. The Owner of the
Burdened Property shall compensate the Owner of the Benefited Property for any damages
to the improvements located in the easement that are caused by the Owner of the
Burdened Property or the Owner's agents.
5. Indemnity. The Owner of the Benefited Property agrees to indemnify, defend
and hold the owner of the Burdened Property harmless from all losses, damages, claims,
obligations, liabilities and expenses (and all actions, proceedings, judgments, attorney's
fees and costs incident thereto) related to the Owner of the Benefited Property's use of the
easement, or the improvements located therein.
6. Compliance with Laws. All improvements, installations and work to be
MAINTENANCE AGREEMENT - 2
constructed or performed pursuant to this agreement, including, without limitation, the
installation, maintenance and repair of the improvements, shall be constructed and
performed in compliance with all laws, ordinances, orders, rules, regulations and
requirements of any governmental entity having jurisdiction over the easement.
7. Enforcement. This Agreement shall be governed by and construed in
accordance with the laws of Washington. In the event of any controversy, claim or dispute
between the parties effecting or relating to the subject matter or performance of this
Agreement, the prevailing party shall be entitled to recover from the nonprevailing party all
of its reasonable arbitration and litigation expenses, reasonable attorneys' fees,
accountant's fees, expert witness fees and costs, on all issues of municipal, county, state,
federal and bankruptcy law. If any provision of this Agreement is determined by a court of
competent jurisdiction to be invalid or unenforceable, the remainder of this Easement shall
remain in full force and effect.
8. Successors and Assigns. The rights and obligations of the parties shall inure
to the benefit of and be binding upon their respective successors and assigns, and shall
bind all invitees of Grantor. There is no restriction on the transfer of the parties' rights
and/or duties under this Agreement.
OWNER:
LO G CLASSIC HOMES, LTD.
By
STATE OF WASHINGTON
COUNTY OF PIERCE
MAINTENANCE AGREEMENT -3
ss.
I certify that I know or have satisfactory evidence that John M. Long is the person who
appeared before me, and said person acknowledged that he was authorized to execute the
instrument and acknowledged it as the President of Long Classic Homes, Ltd. to be the free and
voluntary act of.such for the uses and purposes mentioned in this instrument.
D TED: 2002
(L
Renee M. Richardson (Printed name)
Notary Public n � ? /
My Appointment Expires: f1 � .�) N
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PRIVATE DRAINAGE EASEMENTS
LEGAL DESCRIPTIONS
AN EASEMENT FOR DRAINAGE PURPOSES OVER THOSE PORTIONS OF LOTS
WITHIN THE PLAT OF FOSTER HEIGHTS ACCORDING TO THE PLAT AS
RECORDED IN VOLUME 200 OF PLATS, PAGES 89 TO 91, CITY OF TUKWILA,
RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
LOT 1- THE SOUTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY,
NORTHERLY AND EASTERLY 5 FEET THEREOF.
LOT 2 - THE SOUTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY,
NORTHERLY AND EASTERLY 5 FEET THEREOF.
LOT 3 - THE SOUTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY,
NORTHERLY AND EASTERLY 5 FEET THEREOF.
LOT 4 - THE WESTERLY, SOUTHWESTERLY AND SOUTHERLY 10 FEET
THEREOF. TOGETHER WITH THE NORTH AND EAST 5 FEET
THEREOF.
LOT 5 - THE WESTERLY, NORTHWESTERLY AND NORTHERLY 10 FEET
THEREOF. TOGETHER WITH EAST AND SOUTH 5 FEET THEREOF.
LOT 6 - THE NORTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY,
SOUTHERLY AND EASTERLY 5 FEET THEREOF.
LOT 7 - THE NORTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY,
SOUTHERLY AND EASTERLY 5 FEET THEREOF.
LOT 8 - THE NORTH 10 FEET THEREOF. TOGETHER WITH THE WESTERLY,
SOUTHERLY AND EASTERLY 5 FEET THEREOF.
LOT 9 - THE NORTHERLY 10 FEET THEREOF. TOGETHER WITH THE
EASTERLY 10 FEET OF THE NORTHERLY 40.07 FEET (AS MEASURED
ALONG THE EAST LINE OF SAID LOT 9) THEREOF. TOGETHER WITH
THE SOUTH 5 FEET THEREOF. TOGETHER WITH THE
EASTERLY 5 FEET OF THE SOUTH 43.44 FEET (AS MEASURED
ALONG THE EAST LINE OF SAID LOT 9) THEREOF. TOGETHER WITH
THE WEST 10 FEET THEREOF.
LOT 11 - THE WESTERLY 10 FEET THEREOF. TOGETHER WITH THE NORTH
AND SOUTH 5 FEET THEREOF, LESS THE EAST 25 FEET THEREOF.
TOGETHER WITH THE WEST 5 FEET OF THE EAST 30 FEET OF SAID
LOT 11.
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LOT 12 – THE SOUTHWESTERLY 10 FEET THEREOF AS MEASURED
RADIALLY FROM NORTHEASTERLY MARGIN OF THE CUL -DE -SAC
FOR SOUTH 145 STREET. TOGETHER WITH THE EASTERLY,
NORTHERLY AND WESTERLY 5 FEET THEREOF.
il7
LOT 14 – THE SOUTHERLY 10 FEET AS MEASURED FROM THE NORTHERLY
MARGIN OF SOUTH 145 STREET. TOGETHER WITH fY W
NORTHEASTERLY, THE NORTHWESTERLY AND SOUTHWESTERLY .0,(9
5 FEET THEREOF. o o
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co LOT 15 – THE SOUTH 10 FEET THEREOF. TOGETHER WITH THE EASTERLY, 1
NORTHERLY AND WESTERLY 5 FEET THEREOF. N u-
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al LOT 16 – THE SOUTHERLY, SOUTHWESTERLY AND WESTERLY 10 FEET
"° THEREOF. TOGETHER WITH NORTHERLY AND EASTERLY 5 FEET LL
Letter of
Transmittal
3.
4.
21
ltra e.i.4
APR 2 3 2002
cows Uhl!
TO: Long Classic Homes DElr;l
1624 Pioneer Street
Enumclaw, Washington 98022
ATTENTION: Mr. Doug Pulley
WE ARE SENDING YOU: ❑ Attached ❑ Under Separate Cover Via:
THE FOLLOWING:
El Field Reports ❑ Reports ❑ Preliminary Drafts El Test Results
® Per Your Request ❑
Copies
2
Date
Description
4/18/02
Vapor Building Letter
THESE ARE TRANSMITTED FOR YOUR:
® Information ❑ Files ® Approval ❑ Review and Comments ❑ Signature ❑ Distribution
❑ ❑
REMARKS: If you have any questions please call our office.
cc:
1. City of Tukwila
2.
Earth " on ultants Inc.
Gcotechnic l Engineers, Ceolol:fists& Environmental scientists
1805 - 136' Place Northeast, Suite 201
Bellevue, Washington 98005
Phone: (425) 643 -3780 / Fax: (425) 746 -0860
Toll Free: 1- 888 - 739 -6670
DATE: April 18, 2002
JOB NO.: E -9920
PROJECT: Foster Heights Subdivision
ATTN. Mr. Dave Larson BY Keri Bate
Thank you!
April 18, 2002 E -9920
Long Classic Homes
1624 Pioneer Street
Enumclaw, Washington 98022
Attention: Mr. Doug Pulley
Subject:
Dear Mr. Pulley:
In accordance with your request, Earth Consultants Inc. (ECI) has reviewed the use of the Rheo -Mix
concrete additive for vapor protection of the building slabs. ECI is familiar with this product and its
use on several of our commercial projects. The additive is produced by Cadman, and is intended
as a substitute for a conventional vapor barrier. It is our understanding that the Rheo -Mix additive
effectively reduces the porosity of the concrete, thereby inhibiting the transmission of water vapor
through the slab. In our opinion, use of the Rheo -Mix is a suitable substitute for a conventional
plastic sheeting vapor barrier.
We trust this information meets your current needs. If you have any questions or need additional
information, please contact us.
Sincerely,
EARTH CONSULTANTS, INC.
Raymond A. Coglas, P.E.
Project Manager
cc: City of Tukwila
Attn. Mr. Dave Larsen
Vapor Barrier
Building Slab -On -Grade
Foster Heights Subdivision
Tukwila, Washington
EXPIRES? /7/ loos,
L► ► iI 15 ► 0 Z
Earth Consultants Inc.
Geotechnical Engineers, Geologists & Environmental Scientists
1805 - 136th Place N.E,, Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670
Sent ,, by: Earth Consultants
April 18, 2002 E -9920
Long Classic Homes
1624 Pioneer Street
Enumclaw, Washington 98022
Attention: Mr. Doug Pulley
Subject:
Dear Mr. Pulley:
In accordance with your request, Earth Consultants Inc. (ECI) has reviewed the use of the Rhea-Mix
concrete additive for vapor protection of the building slabs. ECI is familiar with this product and its
use on several of our commercial projects. The additive is produced by Cadman, and is intended
as a substitute for a conventional vapor barrier. tt is our understanding that the Rheo -Mix additive
effectively reduces the porosity of the concrete, thereby inhibiting the transmission of water vapor
through the slab. In our opinion, use of the Rheo -Mix is a suitable substitute for a conventional
plastic sheeting vapor barrier.
We trust this information meets your current needs. If you have any questions or need additional
information, please contact us.
Sincerely,
EARTH CONSULTANTS, INC.
Raymond A. Coglas, P.E.
Project Manager
cc: City of Tukwila
Attn. Mr. Dave Larsen
425 746 0860;
Vapor Barrier
Building Slab -On -Grade
Foster Heights Subdivision
Tukwila, Washington
EXPIRES'. /V)/ U0
Z
04/18/02 11 :52AM;Jetfax #8; Page 2/2
Earth Consultants Inc.
r iir*II ,µirirrr•.+.(;rot.ry(I t &fawIrt it lirrintl In vir,l.
It 10
1805. 136th Place N.E . Suite 201, Bellevue, Washington 98005 Bellevue (4 ?5) 643.3780 FAX (425) 746-0860 Tol; Free (888) 739.6670
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February 10, 1998
Mr. Richard Schroeder
Happy Valley Land Company
P.O. Box 1324
Issaquah, WA 98027
Dear Dick,
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Subject: GEOTECHNICAL EVALUATION
Proposed 16 -Lot Foster Heights Plat Development
South 146th Street & 51st Avenue South
Tukwila, Washington
Project No. 98- 103 -01
(-. __I
FILE COPS
This report presents the results of our geotechnical investigation performed on the
site of the proposed Foster Heights residential development. The purpose of the
investigation was to provide geotechnical engineering evaluations of the site
conditions and geotechnical recommendations for site grading including optimum
timing of site grading and general recommendations for site development.
A preliminary plat map prepared by Baima & Holmberg, Inc. dated 9/12/97 was
provided to us and used as a reference for our site explorations and our evaluations
and recommendations.
Based on the referenced plat map shown in Figure 2, the proposed plat includes 16
lots within the subject property. Access to lots 1 -14 will be provided by new cul-
de -sac streets (Road A and Road B) which will join South 146th Street at the
southwest corner of the property. from 240th. Lots 15 and 16 will be accessed
directly from 51st Avenue South.
Although no site grading exists at this time is expected that cuts and fills of only
about 5 to 10 feet will be required for street construction.
Development of the single family residence lots is expected to be one or two story
wood frame homes. Foundation load information is not available at this time but for
the purpose of our evaluation bearing wall loads for the residence structures are
assumed to be on the order of 1 to 2 klf. If actual structural loads exceed the
above values by more than 25 %, this office should be notified. _
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P,Q_ .x, 276, Issaquah, WA 98027 -0276 Phone: (206) 391 -4228 Fax: (206) 391 -422
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Project No. 98- 103 -01
SCOPE OF WORK
February 10, 1998
Our geotechnical evaluation included subsurface exploration, engineering
evaluations and the preparation of this report. The scope of work included the
following specific tasks:
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o Reviewed published geologic mapping of the site vicinity. i w
CC o Performed a reconnaissance of the site to observed surface conditions.
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o Observed the excavation of 5 test pits to depths ranging from 4 to 6 N W
feet below the ground and excavated one hand -auger test pit on Lot 1,11 i
1 6. Approximate locations of the test pits are shown on Figure 2. cn
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o Continuously logged the subsurface conditions, as encountered in the 2
test pits at the time of excavation. Logs of the test pits are presented
on the summary sheets of Appendix A. N
o Performed geotechnical engineering evaluations of the site and Z i
developed geotechnical recommendations for site grading and general I- o
site development. w I--
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o Prepared this geotechnical report summarizing our findings and D o
recommendations. o Y2
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OBSERVED SITE CONDITIONS 1- r
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At the time of our field investigation the property was undeveloped except for the Lii
existing residence and out - buildings on lots 5, 15 and 16 as shown on Figure 2. z
Vegetation on the site consisted primarily of blackberries with grass and scattered o F-
fruit trees and maple trees that ranged up to 3 + feet in diameter.
Topography in the general site vicinity is gently to moderately sloped down to the
east. The referenced topography map provided to • us indicates the maximum
elevation difference across the site to be on the order of about 90 feet. Most of
the site is gently sloped with gradients ranging from about 7 to 22 percent based on
the topography map. Steeper slopes exist on the eastern half of Lots 15 and 16
where gradients of about 40 to 50 percent exist.
Subsoils
Our evaluation of the subsurface conditions was based on our observations of the
exploratory test pits and surface observations. Subsoils encountered in the test pits
were generally found to be natural glacial till soils with localized areas of fill soils.
We noted apparent shallow fill deposits in the graded area of Lots 5, 15 and 16.
The natural soils generally included a layer of dark brown topsoil with organics and
roots which typically ranged from about 6 to 12 inches thick. The underlying
weathered natural soils were typically brown to gray brown or gray and red -brown
sandy silt or silty fine sand with gravel. The weathered soils were generally soft or
loose to depths of about 2 to 3 feet below the natural surface based on the test pits
Page 2
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Happy Valley Land Co. February 10, .1998
•
and surface probing. Deeper natural soils were firm to very stiff /hard and medium
dense to very dense to the depths of the test pits.
Fill soils were encountered in Test Pit 6 to a depth of about 3 feet. The fill soils
were very soft/loose and wet sandy silt/silty fine sand. Surface topography of Lots
5, 15 and 16 indicates other probable fill deposits in the graded areas around the
existing house (see Figure 2).
Ground Water
We observed that the surface soils were generally very moist over most of the site
and some areas were especially wet or had surface drainage or seeps as indicated
on Figure 2.
The site soils were generally classified as very moist to wet and measured moisture
contents were generally high, ranging from about 17:1 to 40.6 percent. Most of the
soils had moisture contents between about 20 to 30 percent. Seepage was typically
observed at the • base of the upper weathered soils' in Test Pits 1 through 5.
Ground water was observed to rise to about 9 inches below the fill surface in the
hand - augered Test Pit 6 east of the existing house on Lot 16.
. ubsurface Variations
Based on our experience, it is our opinion that some variation in the continuity and
depth of subsoil deposits and ground water levels should be anticipated due to
natural deposition variations and previous onsite structures and grading. Due to
seasonal moisture changes, ground water conditions should be expected to change
with time. Care should be exercised when interpolating or extrapolating subsurface
soils and ground water conditions between or beyond our test pits.
General
The referenced geologic map of Figure 1 indicates the site to expose glacial till (Qt)
soils. The referenced map . describes the Qt soils as intimately graded mixture of
clay to gravel sized soils. The glacial till was deposited during the advance of the
Vashon glaciation, the last glacial advance into the Puget Sound area,
approximately 13,000 to 16,000 years ago.
Based on our explorations the site soils are sandy silt and silty very fine sand glacial
till soils which are typically weathered, soft/loose and very moist to wet in the upper
2 to 3 feet becoming very stiff to hard below those depths. Fill soils were observed
in the vicinity of Tots 5, 15 and 16.
The upper weathered site soils and fill are not considered suitable for direct support
of pavements or foundations, however, in our opinion the site can be developed as
planned provided that our recommendations are followed.
Project No. 98- 103 -01
SITE EVALUATIONS
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Site Stability
The referenced geologic map of Figure 1 does not indicate any known landslides in
the site vicinity. Our observations of the existing site revealed no indications of
recent or current instability. In our opinion the unweathered glacial soils which
underlie the site are generally stable with regard to gross stability.
There is always risk involved with construction on or near a slope and the lot
owners must be willing to accept the risk of future instability which may result in
damage to their property or neighboring property. In general slope failures are
most likely to be shallow failures occurring during the winter and spring months due
to increased soil moisture conditions and during earthquake shaking due to
additional dynamic Toads on the slope. In our opinion the risk of damage due to
instability on Lots 1-4 and 6 -14 is low. The risk of instability damage on Lots 5, 15
and 16 is considered moderate to high due to the wet conditions, the steeper slopes
and existing fill. In addition the risk of shallow failures of the very steep road cut
along 51st Avenue South is considered high. Risk of slope failure can be reduced
by incorporating proper engineering design and providing and maintaining control of
surface runoff and subsurface drainage.
Site Grading Considerations
Currently no street grading plan or street profiles exist, however we expect that
cut/fill depths should be on the order of about 10 feet or less. We expect that the
grades for Roads A and B will primarily be within the upper weathered soils which
will not be suitable for direct subgrade support. The soft/loose weathered soils
should be excavated from the street subgrade areas to expose stiff /hard soils and
structural fill placed to the final street subgrade.
Based on our experience the onsite soils will be quite moisture sensitive with regard
to grading and compaction characteristics and the measured moisture contents
indicate that the onsite soils are currently too wet to obtain adequate compaction.
In our experience the onsite soils will be very difficult to compact unless they are
dried out sufficiently. Site grading should be scheduled during warm, low humidity
weather typically occurring in the late summer months to reduce the potential
problems associated with wet soils and ground water seepage. Unless the onsite
soils can be dried to near optimum moisture content, site grading will require the
use of imported granular fill soils for proper compaction. In addition the onsite soils
are not considered suitable for backfill within the drainage zone of basement walls
or other retaining walls.
Residential Foundations
Existing soft/loose, organic and fill soils are not considered suitable for foundation
support. Foundations should penetrate through the upper unsuitable soils to bear
in very stiff /hard natural soils. In our opinion conventional spread footings founded
on the very stiff /hard natural soils should provide good support for the residence
structures. Where grading is performed to level specific Tots for development, all fill
should be placed and compacted as structural fill.
Project No. 98- 103 -01
Page 4
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Happy Valley Land Co. February 10, .1998
The following subsections present our geotechnical recommendations for site
grading, street subgrade preparation, residential foundations and retaining walls.
Also included are recommendations for site drainage, erosion control, plan review
and observations and testing during construction. z
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Site _Grading. 6
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Site grading is expected to consist primarily of excavation and fill placement to u) o
prepare the access roads subgrade, create building pads and backfill utility w =
trenches and possibly retaining walls. Stripping depth required in areas with no N
existing fill is expected to be about 2 to 3 feet. Excavation of the on -site glacial till w o
materials is expected to be difficult at depths greater than about 5 or 6 feet. Onsite 2
soils are not generally considered suitable for use in compacted fills because in our
experience these soils are quite moisture sensitive with regard to trafficability and u-
compaction characteristics and are currently too wet for adequate compaction. If 2 d
grading is scheduled for the late summer months moisture conditions of the onsite F- w
soils may be more suitable for compaction. Site grading will likely require the use z
of imported granular fill soils for proper compaction and drainage. z o
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Onsite soils are not considered suitable for backfill against retaining walls because 2 o
they will not be adequately free- draining. Retaining wall backfill will require clean o
sand /gravel soils. o
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Recommendations for site preparation, temporary excavations, structural fill, 1
permanent slopes and street subgrade preparation are presented below. o
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Site Preparation; Existing vegetation, debris, and soft or loose soils and existing fill 0
should be stripped from the areas that are to be graded. During rough grading, o I"
excess soils may be stockpiled for later use. Soils containing more than 1% by z
weight of organics may be used in planter areas, but should not be used for fill
beneath building or pavement areas. Stumps, debris and trash, plus rocks and
rubble over 6 inches in size, should be removed from the grading areas. Subsoil
conditions on the site may vary from those encountered in the test pits. Therefore, ‘
the soils engineer should observe the prepared areas prior to placement of any new
fills.
Temporary Excavations: Sloped temporary construction excavations may be used
where planned excavation limits will..not undermine structures or interfere with other
construction. Where there is not enough room for sloped excavations, shoring
should be provided. Contractors should note that excavation of the unweathered
glacial till may be very difficult with conventional backhoe equipment.
Based on the subsurface conditions encountered in our test pits, it is our opinion
that sloped temporary excavations may be made vertically to depths less than 4
feet. Deeper temporary excavations up to 10 feet should be made at slope
gradients no steeper than 1: 1 (horizontal:vertical) for the loose to medium dense
soils and 3/4 : 1 (horizontal:vertical) for the glacial till soils, however it should be
noted that the contractor is responsible for safety and maintenance of construction
slopes.
Project No. 98- 103 -01
RECOMMENDATIONS
Page 5
two
Happy Valley Land Co. February 10, 1998
Surface drainage should be directed away from the top edge of cut slopes.
Surcharge loads should not be allowed within 5 feet of the top of cut slopes or
within a 1 :1 (horizontal : vertical) plane extending up from the toe of excavation,
whichever is greater.
Structural Fill: Provided that soil moisture can be reduced and maintained near
optimum, excavated onsite soils may be used for structural fill. However these soils
are expected to be moisture sensitive and are currently too wet for practical
compaction. Therefore imported granular fill soils should be used if moisture
conditions cannot be adequately controlled. Loose soils, formwork and debris
should be removed prior to placing fill or backfill. Imported free - draining granular
soils should be used for backfill of retaining walls, and should be capped with
pavement or 12 inches of onsite silty soils to reduce surface water infiltration.
Onsite soils or imported granular fill should be placed in horizontal lifts not
exceeding 8 inches in loose thickness and compacted to at least 90 percent of the
maximum dry density as determined by the ASTM D1557 -91 test method.
Imported granular fill should consist of clean, well- graded sand and gravel materials
free of organic debris and other deleterious material. Imported material for wall
drainage zone backfill should be a clean sand /gravel mixture with less than 5
percent fines based on the sand fraction.
Fill Slopes: All permanent fill slopes should be constructed of properly placed and
compacted structural fill with gradients no steeper than 2:1 (h :v). All existing fill,
vegetation, debris, and loose /medium dense soils should be removed from proposed
fill slope areas prior to fill placement (see "Site Preparation "). Where underlying
natural slope gradients are 20% or more, fill slopes should be keyed and benched
into undisturbed dense natural soils. Key width should be at least 8 feet or 1/3 the
slope height whichever is greater. Key depth should penetrate at least 2 feet into
undisturbed dense natural soils. All fill should be placed and compacted in
accordance with the recommendations for "Structural Fill ".
Cut Slopes: All permanent cut slopes should be made no steeper than 2 :1 (h:v).
Existing trees located within 10 feet of the top of the cut slope should be cut but
stumps should be left intact.
�Jtility Trench. s: Buried utility conduits should be bedded and backfilled around the
conduit in accordance with the project specifications. Where conduit crosses
pavement subgrade areas the backfill above the pipe should be placed and
compacted in accordance with the recommendations for structural fill.
.Street Subgrade Preparation
The street pavement section (base course and A.C. paving) should be supported on
a subgrade compacted to at least 95 percent of the ASTM D1557 maximum dry
density. Subgrade preparation should include stripping of existing vegetation,
topsoils and soft/loose weathered soils in accordance with the "Site Preparation"
recommendations.
Project No. 98- 103 -01
Where unsuitable soils exist at subgrade level, subgrade preparation should include
over - excavation down to expose stiff to very stiff /hard natural soils and placement of
structural fill to final subgrade elevation. Subgrade fill should be placed in
accordance with the recommendations for structural fill except that the top 6 inches
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of the subgrade fill should be compacted to at least 95 percent of the ASTM D1557-
91 maximum dry density.
R eside ntial Spread E _E oslia ct ations
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Conventional spread footings founded on undisturbed very stiff /hard natural soils
should provide good support for residential structures within the proposed plat. All I- z
footings should be founded at least 18 inches below the lowest adjacent final grade Ce j
and should be deepened as required to penetrate existing soft/loose natural soils U
and fill to bear on very stiff /hard natural soils. In addition, square footings and c.) o
continuous footings running parallel to the slope should be deepened as required to u) W
provide a set back at least 12 feet horizontally from the face of the slope. Footings Ili i
should also be setback beyond a 1:1 (h:v) projection from adjacent lower footings. u.
All footings should be stepped as necessary to maintain a horizontal bearing •
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Suitable stiff /hard bearing soils are expected to be at depths of about 2 to 3 u D
feet below the natural surface. The depth to bearing soils may be increased due to i w
existing fill overlying the natural surface. z 1
As an alternative to deep spread footings to penetrate soft/loose soils or fill and /or w o
satisfy slope setback requirements, foundation loads may be transferred from the ? o
recommended minimum foundation depths to the recommended bearing soils by a
monolith of lean concrete having a minimum compressive strength of 1000 psi. The oo 2
w idth of an unreinforced lean concrete monolith should be at least as wide as the
footing or at least one -half of the monolith height, whichever is greater. Reinforced i 0
monoliths should be designed by''a structural engineer. A suitable width trench u. o
should be excavated with a smooth edged excavator (no teeth) to expose the - z
dense /very dense bearing soils under observation by our office and backfilled as iii 0 0
soon as possible with the lean concrete to the footing elevation. r.. "
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Square footings should be at least 24 inches wide and continuous wall footings
should be at least 16 inches wide for two story structures. Continuous footings for
garages or other light structures with loads less than 1 kip /ft may be reduced to a
minimum width of 12 inches. Footings may be designed based on an allowable
bearing pressure of 2000 psf.
Settlement of light wood -frame structures is expected to be within tolerable limits for
this type of construction. For example, the estimated settlement of a 16 inch wide
continuous footing founded on very..stiff/hard natural soils and carrying a load of 2
kips /ft. is on the order of 1/2 inch. Settlements are expected to occur primarily
during construction.
For lateral design, resistance to lateral loads can be assumed to be provided by
friction acting at the base of foundations and by passive earth pressure. A
coefficient of friction of 0.35 may be assumed with the dead load forces in contact
with onsite soils or structural fill. An allowable static passive earth pressure of 250
psf per foot of depth may be used for the sides of footings poured against
undisturbed natural soils or properly compacted structural fill.
The bearing values indicated above are for the total dead load plus frequently
applied live loads. If normal code requirements are applied for design, the vertical
bearing values may be increased by 50% for short durations of loading which will
Project No. 98- 103 -01
Page 7
ti
Happy Valley Land Co. February 10, 1998 .
include the effects of wind or seismic forces. Allowable lateral passive pressures
may be increased by 33% for wind and seismic forces.
Retaining Walls
Cantilevered retaining walls as referred to in this report are walls which yield or
move outward during and after backfilling. Actual wall movements will depend on
the wall design and method of backfilling and can range from 0.1% to 0.3% of the
wall height. Design pressures for cantilevered walls given below assume that the
top of the wall will deflect at least 0.2% of the wall height.
Static design of permanent cantilevered retaining walls which support a horizontal
surface of properly compacted clean free - draining granular material may be based
on an equivalent fluid density of 35 pcf. This pressure assumes that there is no
water pressure behind the wall. A uniform lateral pressure due to backfill surcharge
should be computed using a coefficient of 0.25 times the uniform vertical surcharge
load.
Static design of walls structurally braced against movement should be based on an
equivalent fluid density of 60 pcf. This pressure assumes that the wall supports a
horizontal backfill of properly compacted free - draining (imported) granular material
and that there is no water pressure behind the wall. Uniform lateral pressure due to
a uniform vertical surcharge behind a braced wall should be computed using a
coefficient of 0.45 times the uniform vertical surcharge load.
Seismic design of retaining walls should include a dynamic soil loading based on a
0.24g 475 -year UBC recurrence ground motion level. Dynamic soil pressure should
be assumed to have an inverted triangular distribution. The dynamic soil pressure
at the top of the wall should be at least 20H (psf) where H is the height of the wall
above the footing base. The dynamic soil pressure should diminish linearly to zero
at the base of the wall. Combined static plus dynamic soil pressure should be used
for seismic design of the walls.
Care should be exercised in compacting backfill against retaining walls. Heavy
equipment should not approach retaining walls close enough to intrude within a 1:1
line drawn upward from the bottom of the wall. Backfill close to walls should be
placed and compacted with hand - operated equipment. Recommendations for
placement and compaction of structural fill are presented under "Site Grading ".
Design wall pressures given above assume no water pressure behind the walls. We
recommend that a drainage zone be provided behind all retaining walls and a
adequate drain system be provided at the base of all retaining walls. As a minimum,
the •drainage zone horizontal dimension should be 3 feet or 1/2 the wall height,
whichever is less. Backfill within the drainage zone should be a clean sand /gravel
mixture with less than 5 percent fines based on the sand fraction. A membrane of
Mirafi 140 filter fabric or equivalent should be provided between the drainage zone
material and onsite silty soil backfill. • Wall drains should consist of a four -inch
diameter perforated PVC drain pipe placed in at least one cubic foot of drain gravel
per lineal foot along the base of the wall. Drain gravel should be washed material
with particle sizes in the range of 3/4 to 1 -1/2 inches. The drainage zone backfill
should be capped with paving or 12 inches of silty soils to reduce surface water
infiltration.
Project No. 98 -103 -01 Page 8
Happy Valley Land Co. February 10, .1998
Conventional spread footing foundations founded on undisturbed very stiff /hard
natural soils may be used for support of retaining walls. Design of wall foundations
should be in accordance with the recommendations presented in this report.
Drainage Control .
Surface drainage from the adjoining upslope areas should be controlled and
diverted around the development area in a non - erosive manner. Adequate positive
drainage should be provided away from the structure and on the site in general to
prevent water from ponding and to reduce percolation of water into subsoils.
Granular backfill should be capped with paving or 6 inches of onsite silty soils. A
desirable slope for surface drainage is 2% in landscaped areas and 1% in paved
areas.
Roof drains should be tightlined into the storm drain system or other appropriate
discharge point (no discharge on the ground surface). A permanent perimeter
drain, independent of the roof drain system, should be placed adjacent to the base
of the continuous exterior foundations. The drain should consist of a four -inch
diameter perforated PVC drain pipe placed in at least one cubic foot of a well
graded sand and gravel filter material per lineal foot along the base of the
foundations. At least one interior drain should be provided beneath the basement
floor connecting to the perimeter drain on the downslope side at the lowest point.
If conditions exposed during construction warrant, interceptor subdrain system(s)
may be required to intercept ground water migration form the upslope areas
particularly in the eastern site area. Interceptor drains should consist of a filter
fabric lined trench filled with clean sand or drain rock with a perforated PVC drain
pipe at the base. The drain trench should be at least 18" wide, and at least 3 feet
deep and should penetrate at least one foot into the very stiff /hard natural glacial till
soils. Six inches of native clay soil cover should be placed over the drain to reduce
surface water infiltration. Discharge from the subdrain should be conducted via
tightline to the storm drain system.
In the proposed street subgrade structural fill areas a drain pipe should be installed
to collect ground water infiltration which may collect in the fill and transmit it to the
storm drain system. The subdrain pipe should be placed along the lower side of
under the street fill areas and should discharge to the storm drain system. As a
minimum the drain should consist of a 4" diameter perforated PVC collector pipe
and a tightline discharge pipe. Additional lateral drains should be provided
wherever a spring or seep is exposed during grading.
Erosion Contro(
Onsite silty materials are expected to be highly erodible when exposed to
concentrated flows. Siltation fences or other detention devices should be provided
around soil stockpiles and exposed soil areas during construction to control the
transport of eroded material. Exposed final graded soil areas should be paved or
planted immediately with grass and deep rooted plants to help reduce erosion
potential.
Project No. 98- 103 -01
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Respectfully submitted,
GEOSPECTRUM CONSULTANTS, INC.
Project No. 98 -103 -01
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James A. Doolitt
Principal Engineer
Encl: Figures 1 and 2
Appendix A
Dist: 1 /Addressee
2 /Baima & Holmberg, Inc.
CLOSURE
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Happy Valley Land Co. February 10, .1998
Plan Review
This report has been prepared to aid in the evaluation of this site and to assist the
civil engineers in the design and construction of the project. It is recommended that
this office be provided the opportunity to review the final design drawings and
specifications to determine if the recommendations of this report have been properly
implemented and to make any supplemental design recommendations which may be
required.
Observations and Testing During Construction
Recommendations given in this report are based on the assumption that all
development construction will be performed under engineering observations and
testing. All structural fill and backfill areas should be observed by a representative
of this office after stripping and prior to placing fill. Proper fill placement and
compaction should be verified with field and laboratory density testing by a qualified
testing laboratory: All footing excavations should be observed prior to placement of
steel and concrete to see that footings are founded on satisfactory bearing materials
and have proper slope setback.
This report was prepared for specific application to the subject site and for the
exclusive use of the Happy Valley Land Company and their representatives. The
findings .and conclusions of this: report were prepared with the skill and care
ordinarily exercised by local members of 'the' geotechnical profession practicing
under similar conditions in the same locality. ' We make no other warranty, either
'express or implied.
Variations may exist in site conditions between those described in this report and
actual conditions encountered during construction. Unanticipated subsurface
conditions commonly occur and cannot be prevented by merely making explorations
and performing reconnaissance. Such 'unexpected conditions frequently require
additional expenditures to achieve a properly constructed project. If conditions
encountered during construction appear to be different from those indicated in this
report, our office should be notified.
EXPIRES 3/19/ g
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ref: Preliminary Geologic Map of Seattle
and Vicinty, Washington, by Waldron,
Liesch, Mullineaux and Crandell, USGS
Map I -354, 1962, scale: 1" =2640'
GEOSPECTRUM CONSULTANTS, INC.
Goatoahn /col Enp /noorJnp and Earrh Solo/ICCPI
Proj. No98 -103
SITE VICINITY GEOLOGIC MAP
Date 2/98
Proposed Foster Heights Development
South 146th Street & 51st Avenue•South
Tukwila, Washington
Figure 1
ref: Preliminary Geologic Map of Seattle
and. Vicinty, Washington, by Waldron,
Liesch, Mullineaux and Crandell, USGS
Map 1-354, 1962, scale: 1".2640'
GEOSPECTRUM CONSULTANTS, INC.
SITE VICINITY GEOLOGIC MAP
Date 2/98 Four e 1
•
25
Proposed Foster Heights Development
South 146th Street & 51st Avenue South
Tukwila, Washington
File: D 02 -0051
35mm Drawing
#1
}
APPENDIX A
FIELD EXPLORATION
Our field exploration included a site reconnaissance and subsurface
exploration program. During the site reconnaissance, the surface site
conditions were noted, and the locations of the test pits were approximately z
determined. , 1 z
The test pits were approximately located using existing features as a guide. re 1
Elevations at • the test pits locations were estimated from the site plan 6 o
prepared by Baima & Holmberg dated 9/12/97 combined with our own site o o
measurements.
J
H
Test pits were advanced using a Yatani 140 -B trackhoe excavator. Soils N u.
were continuously logged and classified in the field by visual examination, in . o
accordance with the ASTM Soil Classification system. 2
ga
u.¢
Logs of the test p its are presented on the test pit summary sheets A -1 u) d
through A-3. The test pit summaries include descriptions of the soils and I' w
pertinent field data. Soil consistency and moisture conditions indicated on z i
the logs are interpretations based on the conditions observed in the field. 1- o
Boundaries between soil strata indicated on the logs are approximate and Z
Ill w
actual transitions between strata may be gradual.
w /abundant roots to 1/2"
soft
very
moist
ark
rown
Sandy Silt, very. fine
• w/ ,pc. rounded gravel
to
mottled
ra
LSron
A_
�rown
wet ____ —
--
firm
— — —
— s - tiff — tif
to
very
stiff
hard
----
moist
_Sepage
di
digging
—_
,
Maximum depth 6 ft. •
Seepage at approximately 2 feet.
•
Logged By JAD
Date 1/23/98
Depth pfows USCS
Logged By JAD
Date 1/23/98
5M
ML
Topsoil /Organics
Sandy Swlocicygravelfito and
4 �
grading to
Sandy Silt, very fine
GEOSPECTRUM CONSULTANTS, INC.
TEST PIT NO. 1
Maximum depth 6 feet.
Seepage at approximately 1 foot.
Soil Description
loose/
to
firm
steiW
to
hard
dk brn
TEST PIT NO. 2
Proj. No.98 -103
moist
wet
ver
most
Date 2/98
mottled
pray-
Drown
red -brown
Elev 464'
w
(%)
29.8
S eepage
difficult
digging
Elev. 448'
TEST PIT LOGS
Proposed Foster Heights Development
South 146th Street & 51st Avenue South
Tukwila, Washington
Figure A -1
—
—
—
—
—
=--
—
--
--
Topsoil /Organics
loose
•
moist
to
very
moist
dark
rnwn
19.1
24.1
•
=Gavin
y Seepage
SM
Silty very fine Sand
w/ occ. gravel to 3"
grown
B oin
— — ---
medium
dense
mottled
Peown
&
r7-own
_ — —
' Mt --
SP
Sand, fine -med •
dense
gray
— —
wet
SM
Silty fine Sand
v.dense
v.moist
gray -brn
—
—
Maximum depth 6 ft. • .
Seepage at approximately 4.5 - 5.5 feet.
•
L ogge d B JAD
Date 1/23/98
Depth SloWS USCS
0 s
1 —
2 —
3 --
4 --
5 --
6 —
7 —
ML
Topsoil /Organics
Sandy Silt ravel to 3"
w /trace clay
Maximum depth 4.5 feet.
Seepage at approximately 1 - 2 fey
TEST PIT NO. 3
Soli Description
soft
firm
very
to
hard
t.
moist
wet
very
moist
dk brn
gray-
Drown
mottled
ra -
r n
r -brown
Elev. 422'
w
(%)
40.6
Seepage
4
Logged By ,lAn
Date 1/23/98
0
1
2
3
5
6•
7
TEST PIT NO, 4
Elev. 423'
GEOSPECTRUM CONSULTANTS, INC.
• ti• .v.
• 1. \x =�:: /•.
c
•otochfl /co/ Eno /flooring and Eorth Sc/anoo
TEST PIT LOGS
Proposed Foster Heights Development
South 146th Street & 51st Avenue South
Tukwila, Washington
Pro'. No98 -103 Date 2/98
Figure A -2
St:n
z
1
e:
6
U
U,
co
J
w
LL
z
I-
z
w
U
0
w
H
w
iii
U
0
z
z
w
U
0
0
w
2
H
w
0
J
w
E-
0
F-
w
0
H
W
U
1=
0
aged By JAD
Date 1/23/98
Depth
(ft. lows USCS
0•
1 —
2
3
4
5 —
6 —
7 —
ML
Topsoil /Organics
w /abundant roots to 1"
Sandy Silt, very fine
& occ gravel to 3"
& Silty fine Sand
Maximum depth 4 feet.
Seepage at approximately 1.5 - 2.
GEOSPECTRUM CONSULTANTS, INC.
G ootoc hnlcal 6 and Earnh Sc/onaos
TEST PIT NO. 5
Soil Description
soft
firm
chard
5 feet.
moist
to
wet
very
moist
dark
brown
Brown
9ry
red-
brown
Proj. No .98 -103 Date 2/98
Bev 428
W
(%)
37.3
17.1
.cuing_
Seepage
Figure A -3
4
Logged By JAD
Date 1/23/98
0
1
2
3
5
6
7
TEST PIT NO. 6
Elev 408'
SM
Topsoil/Sod
Sandy Silt/Silty fine Sand
gavel —
becomes more Sandy
Maximum depth 5 ft.
Water at 9 inches after 15 minute
ve:
l ° o se
d edium
ense
to dense
$.
wet
very
moist
dk -brn
ixed
rn
It- rn
brown
pak
d
mottl�d
&rrr d -brn
30.4
20.5
FILL
TEST PIT LOGS
Proposed Foster Heights Development
South 146th Street & 51st Avenue South
Tukwila, Washington
, rin 111 ,
Z
w
Q
J U
O 0 0
W I
f-
v) w
w0
w
= w
Z �.
I- 0
Z F-
w w
O • N
O I--
W ul
L I O
l l Z
U N
H 1-
z
WATTSUN 5.5B 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/06/80
FILE: C: \ \WATTSUN5 \ \LCH472.WS
HEATING /COOLING /VENTILATING SYSTEMS
Heating System Type:
Make
Model:
System Efficiency:
Modified Efficiency:
Design ACH:
Design Load(at 44F dt):
Duct Losses (% Dsn Load) :
Total Load:
System Size(Output)
Average Annual Heat:
Annual Cost:
Ventilation System:
Cooling System:
SEER:
Cooling Load(at 4F dt)
System Size( %Over):
Annual Cool Requirement:
PROPOSED DUCT SYSTEM
•
.SUPPLY
RETURN
Solar Access:
GLAZING ORIENTATION
PROPOSED
South ft2.
Southeast :.
East
Northeast :
Eff S Glz:
0.60
34393
8690
43082
64500
i 1.6%
PROPOSED
Gas Furnace
- carrier pav
pav /
Vented crawlspace
Attic or garage
80 %
°
61 %,
127 MBtu
$ 700
Integrated Spot
& Whole House
T FJLE COPY
Btu /hr
Btu /hr (25 %)
Btu /hr
Btu /hr (150 %)
NONE .
0.0 (Ducted)
Btu /hr
tons (@125 %)
kWh /yr
Partially Shaded
R- 8.0
R- 8.0
RECEIVED
CITY OF TUKWILA
FEB 2 G ?_002.
PERMIT CENTER
Location Avg Rvalue Surface Area
593.6 ft2
118.7 ft2
PROPOSED
North 235.0ft2
Northwest :
West
Southwest :
Economic and energy consumption estimates are designed for comparative
purposes only. Actual cost for heating will vary depending on weather
conditions, occupant lifestyle and other factors.
HOUSE ID: LCH472
‘S:sci? -os 1/ m.o a -0 39
z
<
J U
00
c
J
H
u O
g<
1
z �
1- O
Z f-
D c
O • -
0 I-
W
OC uu
t-
UL O
w z
=
O ff '
z
WATTSUN 5.5B
FILE: C: \ \WATTSUNS \ \LCH472.WS
Site:
Homeowner:
Builder:
The PROPOSED design *COMPLIES* with 1994 WA State Energy Code.
COMPONENT PERFORMANCE
ENERGY BUDGET
REFERENCE DESIGN
Component
Floor
Glazing @15%
Doors
AG Wall
Ceiling, Attic
Infiltration
PROPOSED. DESIGN COMPONENTS
Component
Floor
Glazing @8.1;
Doors
AG Wall
Ceiling
Infiltration
Struc Mass
■
•
1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/06/80
Description Value
R19 vented Joist 16oc U -0.041
2g1 Wood /Vinyl <1/2 ", Clr U -0.630
Metal 1 3/4 ", urethane flush -Ftb f! U -0.140
R19 STD Lap Wood U -0.062
R30 blown Attic STD baffled .U-0.036
Standard Air Sealing ACH -0.350
Light Frame, Sheetrock walls M- 3.000
Analyst:
Jurisdiction:
Utility:
House Type: Single Family
Floor Area: 2968 ft2 '
R
J
Weather Data: Seattle, WA
Climate Zone: 1 "
REFERENCE PROPOSED
612 459 Btu /hr -F
10.03 8.62 kWh /ft2 -yr
HOUSE ID: LCH472
Reference
Value X Area UA
U -0.041
U -0.650
U -0.390
U -0.062
U -0.036
ACH -0.350
Reference UA
Proposed UA
1306 53.5
445.2 289.4
100:0 39.0
2958 . 183.4
1306 • 47.0
26712ft3( 171.1)
X Area = UA
1306
235.0
100.0
3168 196.4
1306 47.0
26712ft3 (171.1)
2968
Items in parentheses not included in COMPONENT PERFORMANCE totals.
'Page 1
612
53.5
148.1
14.0
459
8904
•
ru, Aee tv��w: M. CSx!# ffke�GrkA* ean�wr...,•-.,.., ,avwr...r.,+•,.R.�:•.w,w�w :a�3
z
,
~ w
JU
00
w =
J H
w
2
u.Q
I el
Z
I- O
Z F-
w
W
U �
0
o
w
H
lL O
w z
0
z
NO
MANUFACTURER
FRAME MATERIAL
MODEL #
SIZE
U -VALUE
AREA S.F.
1. HEAT SOURCE: 5L�`�S' (gas, oil, propane, heat pump, electric)
2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and
calculate the glazing area as % of the conditioned floor area.
3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark
option at top of column. (See back of this sheet)
WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE CCaPY �"�
T OTAL GLAZING AREA
S.F. .
Residential Energy Code Form HI 9/10/01
CITY Cµ-' TUKWILA 1 2/4 X
Permit Center 447 Z-
6300 Southcenter Boulevard, Suite 100,
Tukwila, WA 98188
Telephone: (206) 431 -3670
WASHINGTON STATE ENERGY CODE
RESIDENTIAL COMPLIANCE FORM
PRESCRIPTIVE APPROACH
TOTAL CONDITIONED
FLOOR AREA
TOTAL GLAZING AREA 3
(add entire column)
S.F. x 100 =
ACTIVITY #:, O ; ' 1 7
PROPOSED GLAZING
PERCENTAGE
RECEIVED
CITY OF TUKWILA
I- B 2 6 2002
PERMIT CENTER
The proposed glazing percentage must be less than or equal to the glazing percentage listed under the
prescriptive option that is selected.
• Address:
Permit*
a: EC':Ch apter 6 Qualification Form; Z one 1 Other fuels
Residential Prescriptive' (Chapter 6) Options for Heat Source.: Other fuels
Instructions:
1) Carefully review the requirements for each of the options below. Choose an option that best suits your dwelling
design. Glazing percentage typically determines which option to choose. Your building must match the
selected option requirements without exceptions or substitutions.
2) Check ✓ the 0 above the requirements of your option. Disregard components or equipment that do not
apply to your project :. Your permit will be processed more efficiently if you provide all of the requested
information. Department staff can help you with general questions about this
Can't Comply? If none of the Prescriptive (Chapter 6) options are acceptable, consider the Component
Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stringent than
the Prescriptive requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential
Qualification Form, or by using an acceptable computer program•such as WATTSUN.
CHECK ✓ One ilk
'HVA.0 :Efficiency'
.Glazing max;
% of flo:o r4 ........
:::;:Vert:: U factor
'Overhe:ad: Glazing
U Factor: :::
Door U- Factor !
r: R- factor
Ceilingsi ? : : . :
::::wlattics
vaulted
''abov.e;grad :e•.
: .:::`
::::.:::in erior:::or
Floor.
`Siabdngrad
Footnotes:
OPTIl
0
Med
10%
0.7'0
0.68.
0.40
R -2.5)
R -30
R -30
R -15
'R -15
R -10.
R -19
R -10
iN OP.TION OPTION OP.TION:. .OPTION • OPTIO ;`:' OPTION OPTION:
II III ...: IV : ::V VI?. VII: ..:VII!
0
Med
12%
0.65
0.68
0.40
(R -2.5)
R -30
R -30
R -15
R -15
R -10
R -19
R -10
0
High
21%
0.75
0.68
0.40
(R -2.5)
R -30
R -30
R -19
R -19
R -10
R -19
R -10
it
Med
21%
0.65
0.68
0.40
(R -2.5)
R -30
R -30
R -19
R -19
R -10
R -19
R -10
0
Low
21%
0.60
0.68
0.40
(R -2.5)
R -30
R -30
R -19
R -19
R -10
R -19
R -10
0
Med
25%
0.45
0.68
0.40
(R -2.5)
R -38
R -30
R -19
R -19
R -10
R -25
R -10
0 0
Med Med
30%
0.40
0.68
0.40
(R -2.5)
R -30
R -30
R -19
R -19
R -10
R -25
R -10
1. Nominal R- values are for wood frame assemblies only, or assemblies built in accordance with Sec. 601.1
2. The following options are applicable to buildings 2 stories or less: 0.50 MAX for glazing areas of 25% or
less; 0.45 MAX for glazing areas of 30% or less.
3. Min. HVAC equipment requirements: 'Low' AFUE 2 0.74. 'Med' AFUE >_ 0.78. 'High' AFUE >_ .088.
Heat Pumps: 'low' HSPF 2 6.35; 'Med' HSPF >_ 6.8; 'High' HSPF >_ 7.7. Water & ground source heat
pumps are 'med' and shall meet a minimum COP per WSEC Table 5 -7.
4. (Vertical + Overhead Glazing) T conditioned floor area = maximum glazing percentage. Overhead
glazing with a U- factor of .40 or less is exempt from glazing percentage calculations.
5. Glazing, skylight, and door U- factors may be weighted to meet the U- factor requirements.
Jate;
WasMngton State University Energy Program
C6Z11: :.V.aoc ode dr)
unlimited
.25
0.40
0.40
(R -2.5)
R-30
R -30
R -19
R -19
R -10
R -25
R -10
!� p proveldi B
Revised 0125101
Project Name: , __.
Address:
Residential Building Permit Number:
•
.
1. Prescriptive Option W.S.E.C. Chapter 6, (check building permit option used):
❑ I. ❑ II ❑ ill. iv. ❑ V. ❑ V ❑ vu.
❑ VIII.
2. House Square Footage (HSqFt)
06/2
3. Heating System installed, (check system type below):
❑ a. Electric Resistance /21 BTU /h per sq. ft.
❑ b. Electric (forced air) /24 BTU /h per sq. ft.
c. Other Fuel heat pump) /27 BTU /h per sq. ft.
4. Equipment:
a., Make cARI 5
b. Model jrA, C) 2 7O - 7
c. Size in BTU's
5. Calculation/(HSqFt) ' Z 61Z (see line 2 above)
'
t
BTU /h X z7 (see line 3 a, b, or c above)
. 7.0 5Z ¢ BTU Equipment Maximum Size
PERMIT APPLICATION #:
Applicant's Signature:
7/9/96
47?
CITY OF TUKWILA
Permit Center
6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188
Telephone: (206) 431 -3670
Prescriptive Heating System Sizing for
Single Family Homes - New Construction
Washington State Energy Code Chapter 9, Climate Zone 1
H -6
Date:
PERMIT NO. DATE:
PROJECT NAME: o ? z 11/& l� 7 474.
WASHINGTON STATE VENTILATION AND
INDOOR AIR QUALITY CODE.
Mechanical ventilation criteria using ,prescriptive
methods for Group R Occupancies four stories and
less,. (Group R Occupancies: Hotels, apartment houses,
congregate residences, dwellings and lodging houses.)
Each dwelling unit or guest room shall be equipped with source specific and
whole house ventilation systems.
Source specific, exhaust fans are required in the following locations:
bathrooms, laundries and kitchens.
Minimum fan flow rating = 50 cfm @ 0.25 inches water gauge for bathrooms
and laundries, and 100 cfm @ 0.25 inches water gauge for kitchen exhaust fans.
Ite4 Locate exhaust .fans on plan(s) and note fan flow performance
rating for each fan.
4 Exhaust ducts shall be equipped with back -draft dampers.
Note this requirement on plans.
4. All exhaust ducts located in unconditioned spaces shall
be insulated to a minimum of R -4. Note this requirement on plans.
Whole house ventilation shall be provided by a system that meets the
requirements of either:
V.I.A.Q. Section 303:4.1
Section 303,4.2
Section 303.4.3
Section 303.4.4
Indicate on plans a proposed system to be used.
(Refer to attached code sections, select one, and list here:
T.C. SIZE 2 X 4 T.C. CUT HEIGHT 2" 2X6 2X6 LOADING: 25.0.7.0.0.0.5.0 SPACING: 24.0 IN. O.C. (TYP.) AP COMP
No.
MK
TYPE
SLOPE
SPAN
OVtKHHNG
REMARKS
Ltl 1
RICH I
PLAN NO.
L -R
472 B
L
1
T01
6
20 -00 -00
18
18
GABLE: SHEATHED ONE SIDE
3
T02
6
20 -00 -00
18
18
COMMON : SUPER ANCHOR (1) TRUSS
1/2
T03
6
20 -00 -00
18
0
SUPTS 36 -0
1
T04
6
, 13 -00 -00
18
18
GABLE: SHEATHED ONE SIDE
1/2
T05
6
13 -00 -00
0
18
SUPTS 36 -0
1
T06
,,,Ilali1011lllllih.
6
;36 -00 -00
18
0
GABLE
9
T07
6
. ' 36 -00 -00
18
0
COMMON : SUPER ANCHOR (1) TRUSS
4
TO7A
6
36 -00 -00
18
18
COMMON : SUPER ANCHOR (1) TRUSS
6
T07
6
36 -00 -00
18
0
COMMON : SUPER ANCHOR (1) TRUSS
1
T06
,,,IIIIIIIIIIIIIIIII..
6
36 -00 -00
18
0
GABLE
1
T04
6
13 -00 -00
18
18
GABLE: SHEATHED ONE SIDE
3
TO8
6
13 -00 -00
18
18
COMMON
1
TO8A
6
13 -00 -00
0
18
COMMON CIT OF TUKW
r.ER 2 6 2002
11
4'EJ
6
04 -00 -00
18
0
JACK
rCPM CE 4TER
15
Hangers
MSH29
30
Quad2000
11- STABILIZERS
4
Quad2000
10- ARS INSTALLED
55
Blocks
2x 4 Vent
22 -7/16"
6
Quad2000
14- GE LABOR
LABOR TO SHEET GABLE
TRUSS DEPARTMENT 0 �1111» E �• /'P4, ►
.oO 14P!'
SHEET NO.1
LONG CLASSIC HOMES
L 1624 PIONEER STREET
o ENUMCLAW, WA 98022
o (360) 802 -1880
H LONG CLASSIC
r
P
o TUKWILA,
PHONE: (425) 488 -1818 FAX: (425) 398 -3559
CONTACT:
PHONE: (360) 678 -4022
PROJECT: FOSTER HEIGHTS
BY: KRE
SALES' � •+ r�
DELIVERY INSTRUC ONS: F I I - �`? r SPE 4L INSTRUCTIONS:
TRUSS QUOTE /ORDER
QUOTE #: B0110100
INVOICE #:
CUST: LONGCLAS
PO NO,
TERMS
10 -00 -15
3031
ORDER DATE
BID DATE
DELIVERY DATE
11/17/00
JOB NO.
PLAN NO.
L -R
472 B
L
TRUSS DEPARTMENT 0 �1111» E �• /'P4, ►
.oO 14P!'
SHEET NO.1
LONG CLASSIC HOMES
L 1624 PIONEER STREET
o ENUMCLAW, WA 98022
o (360) 802 -1880
H LONG CLASSIC
r
P
o TUKWILA,
PHONE: (425) 488 -1818 FAX: (425) 398 -3559
CONTACT:
PHONE: (360) 678 -4022
PROJECT: FOSTER HEIGHTS
BY: KRE
SALES' � •+ r�
DELIVERY INSTRUC ONS: F I I - �`? r SPE 4L INSTRUCTIONS:
TRUSS QUOTE /ORDER
QUOTE #: B0110100
INVOICE #:
CUST: LONGCLAS
PO NO,
TERMS
HEIGHT tai. VV .LL KOOK
T.C. SIZE T.C. CUT HEIGHT 2x4 SIZE 2X6 LOADING: SPACING: . APE COMP
No.
MK
TYPE
SLOPE
SPAN
UVbKHMNU
REMARKS
LEFT
RIGHT
PLAN NO.
L -R
472 B
L
6
Ouad2000
15- GE OSB
SHEETS OF GABLE SHEATHING
.TRUSS DEPARTMENT 111
4$ rr
SHEET NO.1 2
LONG CLASSIC HOMES
g 1624 PIONEER STREET
n ENUMCLAW, WA 98022
o (360) 802 -1880
PHONE: (425) 488 -1818 FAX: (425) 398 -3559
s LONG CLASSIC
P
o TUKWILA,
CONTACT:
PHONE: (360) 678 -4022
PROJECT: FOSTER HEIGHTS
BY: KRE
DELIVERY INSTRUCTIONS:
SALES :WAYNE BRIGDEN
Total Weight: 3909
OA Truss Height: 10 -00 -15
ACCEPTED BY BUYER
NAME:
DELIVERY
SUB -TOTAL
NO SALES TAX
GRAND TOTAL
Included
$3,032.00
$3,032.00
SPECIAL INSTRUCTIONS:
TRUSS QUOTE /ORDER
QUOTE #: B0110100
INVOICE #:
CUST: LONGCLAS
PO NO.
TERMS
10 -00 -15
3031
ORDER DATE
BID DATE
DELIVERY DATE
11/17/00
JOB NO.
PLAN NO.
L -R
472 B
L
.TRUSS DEPARTMENT 111
4$ rr
SHEET NO.1 2
LONG CLASSIC HOMES
g 1624 PIONEER STREET
n ENUMCLAW, WA 98022
o (360) 802 -1880
PHONE: (425) 488 -1818 FAX: (425) 398 -3559
s LONG CLASSIC
P
o TUKWILA,
CONTACT:
PHONE: (360) 678 -4022
PROJECT: FOSTER HEIGHTS
BY: KRE
DELIVERY INSTRUCTIONS:
SALES :WAYNE BRIGDEN
Total Weight: 3909
OA Truss Height: 10 -00 -15
ACCEPTED BY BUYER
NAME:
DELIVERY
SUB -TOTAL
NO SALES TAX
GRAND TOTAL
Included
$3,032.00
$3,032.00
SPECIAL INSTRUCTIONS:
TRUSS QUOTE /ORDER
QUOTE #: B0110100
INVOICE #:
CUST: LONGCLAS
PO NO.
TERMS
long classic 472 b drawing
LOADING (psf)
TCLL 25.0
TCDL 7.0
BCLL 0.0
BCDL 5.0
iruss
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 4 HF No.2
WEBS 2 X 3 SPF Stud /Std
LOAD CASE(S) Standard
5 -3 -4
5 -3 -4
iruss ,e
ROOF TRUSS
10 -0 -0
10 - 0 - 0
10 -0-0
4 -8 -12
4x4 =
4
s
3x8 =
Qty Ply
3 1
g
14 -8 -12
4 -8 -12
WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE.
This design is based only upon the parameters shown, and Is for an Individual building component to be installed and
loaded in the plane of the truss. Applicability of design parameters and proper Incorporation of component is the
responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss
members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure
stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality
rnnlrnl atnrana &W on) arantinn and hrarinn rnnei,lf OST Quality Standard. DSR.80 8nclna Sneriflratinn.
SPACING 2 -0 -0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code UBC /ANSI95
CSI
TC 0.35
BC 0.82
WB 0.33
DEFL in (loc) 1 /deft
Vert(LL) -0.27 2 -8 >877
Vert(TL) -0.41 2 -8 >574
Horz(TL) 0.03 6 n/a
1st LC LL Min I /defl = 240
REACTIONS (lb /size) 2= 834/0 -5 -8, 6= 834/0 -5 -8
Max Horz2= 42(load case 4).
FORCES (lb) - First Load Case Only .
TOP CHORD 1 -2 =21, 2 -3= -1104, 3-4= -784, 4 -5= -784, 5 -6= -1104, 6 -7 =21
BOT CHORD 2 -8 =974, 6 -8 =974
WEBS 3 -8= -310, 4 -8 =388, 5 =--310
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0
psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy
category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95
If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Thls truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per
Table No. 16 -B, UBC -94.
4) This truss has been designed with ANSI /TPI 1 -1995 criteria.
20-0-0
5 -3 -4
PLATES
M20
Weight: 66 lb
BRACING
TOP CHORD Sheathed or 5 -0 -13 oc purlins. •
BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing.
i 21 -6 -0
1-6-0
Scale = 1 :42.8
GRIP
185/144
EXPIRES 12/7/2001
„mono rr (425)-4884773
age
Job
B011Q100
►► oo•
cn
�n
LOADING (Psi)
TCLL 25.0
TCDL 7.0
BCLL 0.0
BCDL 5,0
-1 -6 -0
1-6-0
nvi a urn er, ►►oo•Invl e,
I russ
T03
2
5x12
T: pe
COMMON
5-7-0
5 -7 -0
6.00 FIT
5 -7 -0
5 -7 -0
3
3x8
4x12 II
1
h'tate Ottsets (X,Y): [2:U 4 y,a - z - s), L6:U 4 9,0 - 1 - 8f, (t3:U 6 U,0 - b - tiJ
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 8 DF 1950F 1.7E
WEBS 2 X 4 SPF Stud /Std "Except*
4-8 2 X 4 HF No.2, 3-8 2 X 3 SPF Stud /Std
5 -8 2 X 3 SPF Stud /Std'
10 -0-0
4 -5 -0
9 8
10-0-0
4 -5 -0
REACTIONS (lb /size) 2= 7258/0 -5 -8, 6= 7148/0 -5-8
Max Horz2= 66(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =25, 2 -3 =- 11611, 3-4= -7994, 4 -5= -7994, 5-6= -11611
BOT CHORD 2 -9= 10386, 8 -9= 10386, 7- 8= 10386, 6 -7 =10386
WEBS 3 -9 =3261, 4 -8 =6867, 5 -7 =3261, 3-8. 5-8= -3783
S
4x6 11
4
10x12 =
Qty
1
Ply
•
1
• 111 t
• 111 -
14 -5 -0
4-5-0
in I
1I nil
14 -5 -0
4 -5 -0
o•tional
I e n•us rtes, nc. rI 1ov
1
3x8
{
5
20 -0 -0
5 -7 -0
7 5x12
4x12 it
20 -0 -0
5 -7 -0
6
age
1
Scale = 1:41.6
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Ina' NO
Code UBC /ANSI95
Csl
TC 0.90
BC 0.69
WB 0.98
DEFL in (loc) 1 /deft
Vert(LL) -0.22 8 -9 >999
Vert(TL) -0.32 8 -9 >730
Horz(TL) 0.07 6 n/a
1st LC LL Min I /deft = 240
BRACING
TOP CHORD Sheathed or 2 -9 -10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing.
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0
psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane oceaniine, on an occupancy
category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95
If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per
Table No. 16 -B, UBC -94.
4) This truss has been designed with ANSI /TPI 1 -1995 criteria.
5) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows:
Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc.
Bottom chords connected as follows: 2 X 8 - 2 rows at 0 -7 -0 oc.
Webs connected as follows: 2 X 3 - 1 row at 0 -9 -0 cc, 2 X 4 - 1 row at 0 -9 -0 oc.
6) Use USP MSH29 (With 10d nails into Girder & NA9D nails into Truss) or equivalent spaced at 4 -0 -0 oc max.
starting at 2 -0 -0 from the left end to 18 -0 -0 to connect truss(es) T07 (1 ply 2 X 4 HF) to back face of bottom chord.
7) Use USP THD26 (With 16d nails into Girder & NA9D nails Into Truss) or equivalent spaced at 4 -0 -0 oc max.
starting at 6 -0 -0 from the left end to 14 -0 -0 to connect truss(es) T07 (1 ply 2 X 4 HF) to back face of bottom chord.
8) Fill all nail holes where hanger is in contact with lumber.
COAtfi111,t143)pa 1itand
WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE.
This design is based only upon the parameters shown, and Is for an individual building component to be installed and
loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the
responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss
members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure
stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality
rnnlml alnrano rdalivanr ororldnn and hrnnlnn rnnandt ART.AII nualihi Stanrlarrl nRR.AQ Rrarinn Snarlerallnn
0 TE5
Weight: 205 lb
GRIP
185/144
L XPIRES 12/7/2001
�VILLtf Luag1 (425) 488.1818
411 111111W (425) - 488.8773 Fax
Job
LOAD CASE(S) Standard
1) Regular: Lumber Increase =1.15, Plate Increase =1.15
Uniform Loads (pif)
WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE.
This design is based only upon the parameters shown, and is for an individual building component to be Installed and
loaded In the plane of the truss. Applicability of design parameters and proper incorporation of component Is the
responsibility of the building designer. The bracing requirements shown are for lateral stability of Individual truss
members. The bracing design is the responsibility of the building designer. Additional temporary bracing to Insure
stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality
Type
COMMON
2
2x3 \\
4 -8 -10
4 -8 -10
Plate Offsets (X,Y):
LOADING (psf)
TCLL 25.0
TCDL 7.0
BCLL 0.0
BCDL 5.0
Continued on page 2
•
8
6 -6 -0
2 -8 -0
10x12
LUMBER
TOP CHORD 2X4HFNo.2
BOT CHORD 2 X 8 DF 1950F 1.7E
WEBS 2 X 3 SPF Stud /Std 'Except*
3 -8 2 X 4 SPF Stud /Std, 3 -7 2 X 4 SPF Stud /Std
REACTIONS (lb /size) 1= 4587/0 -5 -8, 5= 4698/0 -5-8
Max Horz1=- 53(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2= -6658, 2 -3= -6561, 3-4= -6561, 4 -5= -6658, 5 -6 =25
BOT CHORD 1 -8 =5956, 7 -8 =4252, 5.7 =5956
WEBS 2 -8= -182, 3.8 =3273, 3 -7 =3273, 4 -7= -182
5x8 =
3
8 -3 -6
3 -6 -11
s ug
9-2-0
2-8-0
Uty
7
10x12 =
2
2x3 //
4
WARNING Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE,
This design Is based only upon the parameters shown, and is for an Individual building component to be installed and
loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component Is the
responsibility of the building designer. The bracing requirements shown are for lateral stability of individual truss
members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure
stability during construction is the responsibility of the erector. For general guidance reaardlno fehri railnn n, lln,
Ply ILUNU CLAS51C
0.tional)
e n • us tes, nc. n ov
13 -0 -0
4-8 -10
13 -0-0
3 -10 -0
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0
psf top chord dead load and 5,0 psf bottom chord dead load, 100 mi from hurricane oceanilne, on an occupancy
category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC/ANS195
If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per
Table No. 16 -B, UBC -94.
4) This truss has been designed with ANSI /TPI 1 -1995 criteria.
5) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows:
Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc.
Bottom chords connected as follows: 2 X 8 - 2 rows at 0 -7 -0 oc.
Webs connected as follows: 2 X 3 - 1 row at 0 -9 -0 oc, 2 X 4 - 1 row at 0 -9 -0 oc.
6) Use USP MSH29 (With 10d nails into Girder & NA9D nails Into Truss) or equivalent spaced at 4 -0 -0 oc max.
starting at 3 -0 -0 from the left end to 11-0-0 to connect truss(es) T07 (1 ply 2 X 4 HF) to front face of bottom chord.
7) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1) Regular. Lumber Increase =1.15, Plate Increase =1.15
4x8 =
PLATES
M20
5
SPACING 2 -0 -0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr NO
Code UBC /ANSI95
CSI
TC 0.22
BC 0.43
WB 0.99
DEFL
Vert(LL) -0.
Vert(TL) -0.
Horz(TL) 0.
1st LC LL Min
in (loc) I /defl
09 7 -8 >999
13 7 -8 >999
02 5 n/a
I /deft = 240
Weight: 131 lb
14 -6 -0
1-6-0
6
GRIP
BRACING
TOP CHORD Sheathed or 4 -7 -10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing.
age
Scale = 1:28.0
185/144
I EXPIRES 12/7/2001
.m0 LNM".. (425) 488.1818
40v 11111110 411 (425)- 4888773 Fax
i o russ
801/0100
T05
type
COMMON
LOAD CASE(S) Standard
Uniform Loads (If)
Vert: 1 -5 =- 667,5, 1 -3= -64,0, 3 -6= -64.0
WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE.
This design is based only upon the parameters shown, and is for an Individual building component to be Installed and
loaded In the plane of the truss. Applicability of design parameters and proper incorporation of component Is the
responsibility of the building designer, The bracing requirements shown are for lateral stability of individual truss
members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure
stability during construction is the responsibility of the erector. For general ouldance reaanilnn fahrtraunn niinllhr
LONGCLA55IC
lift (425)488-1818
(425) - 488.8779 73 Fax
Job
REACTIONS
1 -6-
LOADING (psi)
TCLL 25.0
TCDL 7.0
BCLL 0.0
BCDL 5.0
1 -6 -0 6-4-5
LOAD CASES) Standard
SPACING 2 -0 -0
Plates increase 1.15
Lumber Increase 1.15
Rep Stress !nor YES
Code UBC /ANS195
CSI
TC 0.62
BC 0.84
WB 0.55
DEFL in (Ioc) I /defl
Vert(LL) - 0.2612 -13 >999
Vert(TL) - 0.4412 -13 >978
Horz(TL) 0.12 10 n/a
1st LC LL Min I /dell = 240
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 4 HF No.2
WEBS 2 X 3 SPF Stud /Std *Except*
5-12 2 X 4 SPF Stud/Std, 6-12 2 X 4 SPF Stud/Std
7 -12 2 X 4 SPF StudlStd ,
(lb /size) 2= 1426/0 -5.8, 10= 1315/0 -5-8
Max Horz2= 90(load case 4)
FORCES (lb) - First Load Case Only ' : !
TOP CHORD 1 -2 =21, 2 -3= -2315, 3-4= - 4 -5= -2053, 5 -6= -1445, 6 -7= -1445, 7 -8= -2053, 8 -9= -2053, 9 -10= -2315
GOT CHORD 2 -13 =2049, 12 -13 =1686, 11 -12 =1688, 10 -11 =2049
WEBS 3 -13= -309, 5 -13 =346, 5 -12= -574, 6 -12 =920, 7 -12= -574, 7 -11 =346, 9 -11= -309
BRACING
TOP CHORD Sheathed or 3 -1 -3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing.
WEBS 1 Brace at midpt 5 -12, 7 -12
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0
psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy
category 1, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95
If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip Increase is 1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per
Table No. 16 -B, UBC -94.
4) This truss has been designed with ANSI /TPI 1 -1995 criteria.
WARNING- Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE.
This design is based only upon the parameters shown, and Is for an Individual building component to be installed and
loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the
responsibility of the building designer. The bracing requirements shown are for lateral stability of Individual truss
members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure
stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality
PLATES
M20
Weight: 137 lb
Scale = 1:72.7
GRIP
185/144
I EXPIRES 12/7/2001
,,p V►VILI.r LWIf fR (425) 488-1818
4fik (425) - 488.8773 Fax
765 T russ
. ,!B0111100 IT08
•
• •,, V
•: Iii -
"oo•:nvi e um•er, ""oo•invi e,
LOADING (psf)
TCLL 25.0
TCDL 7.0
BCLL 0.0
BCDL 5.0
-1 -6 -0
1 -6 -0
LOAD CASES) Standard
LUMBER
TOP CHORD 2 X 4 HF No.2
BOT CHORD 2 X 4 HF No.2
WEBS 2 X 3 SPF Stud /Std
Tru, , ype
ROOF TRUSS
CSI 0.62
BC 0.34
WB 0.15
DEFL
Vert(LL) -0.
Vert(TL) -0.
Horz(TL) 0.
1st LC LL Min
in (loc) I /defl
04 2 -6 >999
07 2 -6 >999
01 4 n/a
I /defl = 240
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code UBC /ANS195
6 -6.0
6 -6 -0
6 -6-0
6-6-0
REACTIONS (lb /size) 2= 575/0 -5 -8, 4= 575/0 -5 -8
Max Horz2=- 29(load case 3)
Max Uplift2=- 12(load case 5), 4=- 12(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 =21, 2 -3= -499, 3-4= -499, 4 -5 =21
BOT CHORD 2 -6 =442, 4-6=442
WEBS 3 -6 =63
4x4 =
3
2x3 II
1
s • ug
Qty
3
Ply
1
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0
psi top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy
category I, condition I enclosed building, of dimensions 60 ft by 38 ft with exposure B ASCE 7 -93 per UBC /ANSI95
If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per
Table No. 16 -B, UBC -94.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at Joint 2
and 12 lb uplift at joint 4.
5) This truss has been designed with ANSI /TPI 1 -1995 criteria.
WARNING Verify design parameters and READ NOTES ON THIS AND COVER PAGE BEFORE USE.
This design is based only upon the parameters shown, and Is for an individual building component to be installed and
loaded in the plane of the truss. Applicability of design parameters and proper incorporation of component is the
responsibility of the building designer. The bracing requirements shown are for lateral stability of Individual truss
members. The bracing design is the responsibility of the building designer. Additional temporary bracing to insure
stability during construction is the responsibility of the erector. For general guidance regarding fabrication, quality
a
LONG C.LASSIL
o • Clonal)
n • us les,
13 -0 -0
6 -6 -0
13 -0 -0
6 -6 -0
nc. n ' ov
PLATES
M20
Weight: 39 lb
1
GRIP
BRACING
TOP CHORD Sheathed or 6 -0 -0 oc purllns.
BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing.
185/144
44��v��4�C (4 8 8.8773 1 Fax
age
14 -6 -0
1 -6 -0
Scale = 1:29.2
[ EXPIRES 12/7/2001
1�
Job No. : 00 -08
Location: Lo —16, Foster Heights
illa, Washington
Copyright 2000, SEGA Engineers
STRUCTURAL CALCULATIONS
LONG CLASSIC HOMES RESIDENTIAL PROJECT
FOR THE
Plan No. 472
F=E PY�_
November 29, 2000
RECEIVED
CITY OF TUKWILA
F EB 2 6 200?
• PERMIT CENTER
SEGA Engineers
/Structural & Civil Consulting Engineers
22928 SE 312 ST (360) 886 - 1017
Black Diamond, WA 98010
SCOPE OF WORK
SEGA Engineers was asked to provide a lateral loads analysis, shear wall
design, review of major framing members, and drawing red -lines for a two story
wood framed single family residence. The roof framing is primarily manufactured
trusses, the floor framing is wood I- joists, and the foundation is typical concrete
strip footings with a crawl space.
The use of these calculations is limited to a single subdivision referenced on the
cover sheet. The cover sheet should have an original signature in blue ink over
the seal. Please contact SEGA Engineers for use at other sites.
SEGA Engineers will use that degree of care and skill ordinarily exercised under
similar circumstances by members of the engineering profession in this local. No
other warranty, either expressed or implied is made in connection with our
rending of professional services. For any dispute, claim, or action arising out of
this design, SEGA Engineers shall have liability limited to the amount of the total
fee received by SEGA Engineers.
Questions regarding the attached should be addressed to SEGA Engineers.
• /
Greg Thesenvitz, PE
SEGA Engineers
SEGA Engineers
/Structural & Civil Consulting Engineers
22928 SE 312 ST (360) 886 -1017
Black Diamond, WA 98010
LOADS z
ROOF
DL Roofing (Comp) 3.5 psf . 2
1 /2" OSB 1.8 U
2x @24" 3.5 too
Insulation 1.1 w H
5 /8 " GWB 2.8 co u_
Misc. 1.5 •w 0
14.2 psf 2
J
u. Q
LL Snow 25 psf (115% Load Duration) to a
Reduction, Rs -0.82 psf F w
6/12 pitch = 27 deg z � ,
I- O
Total Roof Load 38.4 psf w i-
w
FLOOR 0 u
DL Flooring 0.5 psf p I-
3 / Plywood 2.3 2 v
11 TJI @ 16" oc 2.8 P
5 /8" GWB 2.8 w Z ,
Misc. 1.5 U
9.9 psf per
WALLS
LL
LL
DL Siding
1 /2' Plywood
2x6 @16 "oc
Insul
t /2' GWB
Copyright 2000, SEGA Engineers
Project :H #472
Residential 40 psf
DECKS
DL 2 x Decking 4.3 psf
2x10 @16 "oc 2.8
Misc 1.5
8.6
Residential 40 psf
3.0
1.5 psf
1.7
0.6
2.2
•
Job No. 00 -082 By: GAT
Checked Date: 11 /28/00 Sht 1 of
Total Floor Load 49.9 psf
Total Deck Load 48.6 psf
9.0 psf
z
SEGA Engineers
PROJECT L c4.( 4- 4 7 2
/ Structural & Civil Consulting Engineers
JOB NO, 0 0 _ d $1 FIGURED BY 44
22928 SE 312th ST • Black Diamond, Washington 98010
(360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATE { / 1/4.t., SHEET Z�OF
upper floor framing
beam and garage laundry
SEGA Engineers , Project l am ' ; #472
/Structural & Civil Consulting Engineers
Job No. 00 -081 By: GAT
' 22928 SE 312 ST (360) 886 -1017
Black Diamond, WA 98010 Checked Date: 11/28/00 Sht. .3
LATERAL LOADS
SEISMIC .
WIND
For W:
Maximum Base Shear, V = 2.5 C I W
where,
Design Wind Pressure, p = C C q
where,
C = 0.62
= 0.67
= 0.72
Therefore,
Wroot =
WAoar =
R
Ca = 0.36 Zone 3, S Table 16 -Q
I = 1 Table 16 -K
R = 5.5 Table 16 -N
W = Seismic Weight
Design Base Shear , V = ( .164) (68 kip) = 11.1 kip
E = ( 1.00) (11 kip) = 8.0 kip
1.4
0 -15ft
20 ft
25 ft
(40ft) (43ft) (16psf)+ (2) (40ft+ 43ft) (4.Oft) (9psf) = 33 kips
(40ft) (41 ft) (14psf)+ (2) (40ft+ 41ft) (8.Oft) (9psf) = 35 kips
W total = 68 kips
Cq = 1.3 Method 2
qs = 16.4 psf 80 mph
I = 1
P0-15 = ( 0.62) (1.3) (16.4 psf) (1) = 13.22 psf
P20 = ( 0.67) (1.3) (16.4 psf) (1) = 14.28 psf
P25 = ( 0.72) (1.3) (16.4 psf) (1) = 15.35 psf
Wind Loads Govern for Lateral Design - Each Way
Sect. 1630
Eq. 30 -5
Eq. 30 -1, Sect. 1630.1.1
Eq. 20 -1, Sect. 1620
Exposure B Table 16 -G
Design Base Shear: (Wind)
Vf /b (40ft) (10ft) (13.2psf) + (40ft) (5ft) (14.3psf)
+ (40ft) (5ft) (15.4psf)
Vs/s= (48ft) (10ft) (13.2psf) + •(38ft) (5ft) (14.3psf)
+ (14ft) (5ft) (15.4psf)
Table 16 -H
Figure 16 -1
= 11.2 kips
= 10.1 kips
Copyright 2000, SEGA Engineers
SEGA Engineers / PROJECT
/ Structural & Civil Consulting Engineers
JOB NO. Ot, — p 61
22928 SE 312th ST • Black Diamond, Washington 98010
(360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY
shear wall design
SEGA Engineers /
PROJECT
/ Structural & Civil Consulting Engineers
JOB NO. 0 _
22928 SE 312th ST • Black Diamond, Washington 98010
(360) 886-1017 • Fax (360) 886-1016 CHECKED BY
shear wall design
SEGA Engineers /
PROJECT
/ Structural & Civil Consulting Engineers
JOB NO, 00 - 001
22928 SE 312th ST • Black Diamond, Washington 98010
(360) 886-1017 • Fax (360) 886-1016 CHECKED BY
shear wall design
SEGA Engineers /
PROJECT L
/ Structural & Civil Consulting Engineers
JOB NO, acy FIGURED BY
f 7 r
22928 SE 3I2th ST • Black Diamond, Washington 98010
(360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE SHEET OF
shear wall design bonus room option
SEGA Engineers PROJECT
/ Structural & Civil Consulting Engineers
22928 SE 312th ST • Black Diamond, Washington 98010
(360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY
EIC- 144-
Copyright 2000, SEGA Engineers
JOB NO, Ot,, ocal
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shear wall plan
Mark
Minimum
Sheathing (1)
Sheathing
Nailing (1)
Sole Plate
Nailing
Anchor
Bolts (3)
Remarks
/ i>
Min. 3 /8 ' T1 -11
or OSB
6d @ 6" o.c.
16d @ 8 "o.c.
5/8" @ 60" o.c.
Qall = 195 plf
E.
1 /2 OSB or
8d @ 4" o.c.
N/A
5 /8' @ 32" o.c.
Qall = 350 plf
CDX
1 /2' OSB or
8d @ 3" o.c.
N/A
5 /8 @ 19.2" o.c.
QaII = 450 plf
/
CDX
Use 3x studs at
abutting panel edges and
stagger nails
SHEAR WALL SCHEDULE
Notes:
1) All walls designated " are shear walls. Exterior walls shall be sheathed with rated sheathing
(24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at
intermediate framing to be at 12" oc. Nailing not called out shall be per UBC Table 23- II -B -1.
2) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear
walls shall use double studs minimum (UNO).
3) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5"
from each end of the piece. Embed bolts a minimum of 7" into concrete. Washers to be
minimum 2" x 2" x 3 /18 ' .
4) See NER -272 for alterante nailing / staples.
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ACTIVITY NUMBER: D02 -051
PROJECT NAME: FOSTER HEIGHTS - LOT 15
SITE ADDRESS: 4806 S 145 STREET
Original Plan Submittal
Response to Correction Letter #
DATE: 11 -22 -02
Response to Incomplete Letter #
X Revision # 1 After Permit Is Issued
DEP ' TMENTS:
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DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
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Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROVING:
Please Route g Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2-28-02
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Planni Division Q
Permit Coordinator
DUE DATE: 11-26-02
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DUE DATE: 12-24 -02
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Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
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(206)431 -3670
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CITY OF TUKWILA
NOV 2 1 2002
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ACTIVITY NUMBER: D02 -051
PROJECT NAME: FOSTER HEIGHTS — LOT 15
SITE ADDRESS: 4806 S 145 STREET
DATE: 11 -22 -02
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
X Revision # 1 After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
APPROVALS OR CORRECTIONS:
Approved
Notation:
Akt
REVIEWER'S INITIALS:
Documents/routing slip.doc
2.28.02
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PLAN REVIEW /ROUTING SLIP
Approved with Conditions
Fire Prevention ❑ Planning Division ❑
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DUE DATE: 11-26-02
DATE: , t 'Z
Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route ❑ Structural Review Required ❑ No further Review Required
REVIEWER'S INITIALS: DATE:
DUE DATE: 12 -24 -02
Not Approved (attach comments) ❑
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ACTIVITY NUMBER: D02 -051
PROJECT NAME: FOSTER HEIGHTS - LOT 15
SITE ADDRESS: 4806 S 145 STREET
DATE: 11 -22 -02
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # X Revision # 1 After Permit Is Issued
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
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Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
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DUE DATE: 11-26-02
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Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # X Revision # 1 After Permit Is Issued
DEPARTMENTS:
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Public Works ❑ Structural ❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
APPROVALS OR CORRECTIONS:
Documents/routing slip.doc
2.28.02
Incomplete
TUES /THURS ROUTING:
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REVIEWER'S INITIALS:
REVIEWER'S INITIALS:
DUE DATE: 11-26-02
DATE:
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PROJECT NAME: FOSTER HEIGHTS — LOT 15
SITE ADDRESS: 4806 S 145 STREET
DATE: 11 -22 -02
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # X Revision # 1 After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete ❑
PLAN REVIEW /ROUTING SLIP
Fire Prevention ❑ Planning Division ❑
Structural ❑ Permit Coordinator ❑
Incomplete
DUE DATE: 11 -26-02
Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
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REVIEWER'S INITIALS: CAW\ DATE: 1 / Zip /0 L
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Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
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2 -28.02
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PERMIT COORD COPY
ERMIT COORD CO -"(
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -051
PROJECT NAME: FOSTER HEIGHTS - LOT 15
SITE ADDRESS: 4806 SOUTH 145 STREET
Original Plan Submittal Response to Incomplete Letter #
XX Response to Correction Letter #
DATE: 04 -08 -02
Revision # After Permit Is Issued
Structural Review Required ❑ No further Review Required
I112P • c,PL y .02.
❑ Fire Prevention ❑ Planning Division
Pu lick orks Structural ❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete [ Incomplete ❑
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DUE DATE:
Not Applicable 0
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INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials:
4 -09 -02
REVIEWER'S INITIALS: DATE:
DUE DATE: 5-07-02
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
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City of Tukwila
Department of Community Development - Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
(206)431 -3670
{
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted
through the mail, fax, etc.
Date: "Y'""�� Plan Check/Permit Number: D02-051
❑ Response to Incomplete Letter #
® Response to Correction Letter # 1
❑ Revision # after Permit is Issued
Project Name: FOSTER HEIGHTS — LOT 15
Project Address: 4806 South 145 Street
Contact Person: Charles Prib Phone Number:
Summary of Revision:
APR 0 8 2002
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: `
❑ Entered in Sierra on
PERMIT CENTER
03/19/02
March 19, 2002
Charles Prib
14205 SE 255th Place
Kent, WA 98042
Dear Mr. Prib:
city of Tukwila
Department of Community Development Steve Lancaster, Director
RE: CORRECTION LETTER #1
Development Permit Application Number D02 -051
Foster Heights — Lot 15
4806 South 145th Street
This letter is to inform you of corrections that must be addressed before your 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 Public Works
Department. At this time, the Building Division and Fire Department have no comments.
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and /or other documentation. The City requires that four (4) complete sets of revised
plans, specifications and /or other documentation 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 (206)431 -3670.
Sincerely,
Brenda Holt
Permit Coordinator
encl
xc: File No. D02 -051
'1u:'.2.4.114 i :l+N.W4y.ry.Y.vT�
Steven M. Mullet, Mayor
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
APPROVALS OR CORRECTIONS:
Approved l
Notation:
Documents/routing slip.doc
2 -2802
PLAN REVIEW /ROUTING SUP
ACTIVITY NUMBER: D02 -051
PROJECT NAME: FOSTER HEIGHTS - LOT 15
SITE ADDRESS: 4806 SOUTH 145 STREET
Original Plan Submittal Response to Incomplete Letter #
XX Response to Correction Letter # 1
DATE: 04 -08 -02
Revision # After Permit Is Issued
DEPARTMENTS:
Building Division ❑ Fire Prevention ❑ Planning Division
Public Works ❑ Structural ❑ Permit Coordinator
DUE DATE: 4 -09-02
DUE DATE: 5-07 -02
`l1Cf /o,'
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DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete 1 Incomplete ❑
Comments:
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route ❑ Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
Not Approved (attach comments) ❑
Approved with Conditions 1,.
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REVIEWER'S INITIALS: t.,(3 , DATE:
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2.28.02
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REVIEWER'S INITIALS:
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -051
PROJECT NAME: FOSTER HEIGHTS — LOT 15
SITE ADDRESS: 4806 SOUTH 145 STREET
DATE: 04 -08 -02
Original Plan Submittal Response to Incomplete Letter #
XX Response to Correction Letter # 1
Revision # After Permit Is Issued
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route ■ (,] Structural Review Required ❑ No further Review Required ❑
41 5 DATE: ' 9 /02.-
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DUE DATE: 4 -09-02
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DUE DATE: 5-07 -02
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PERMIT COORD CCF'
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D02 -051
PROJECT NAME: FOSTER HEIGHTS - LOT 15
SITE ADDRESS: 4806 SOUTH 145 STREET
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DUE DATE: 02-28-02
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REVIEWER'S INITIALS: DATE:
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DUE DATE
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PROJECT NAME: FOSTER HEIGHTS - LOT 15
SITE ADDRESS: 4806 SOUTH 145 STREET
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Response to Correction Letter #
Revision # After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Incomplete
Comments:
TUES /THURS ROUT NG:
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REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved
REVIEWER'S INITIALS:
Approved
\PRROUTE.DOC
5/99
Approved with Condition
CORRECTION DETERMINATION:
REVIEWER'S INITIALS:
Planning Division
Permit Coordinator
DUE DATE: 02-28-02
Not Applicable
No further Review Required
DATE:
DUE DATE 03 -28 -02
DUE DATE
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PERMIT NO.: bOZ `05I
BUILDING PERMITS
INSPECTIONS
❑ 1 Progress Inspection Status
❑ 2 Pre - construction
❑ 3 Investigation
❑ 4 OK to Occupy
❑ 5 Remove Stop Work Order
❑ 6 Follow -up
❑ 7 Pre -Move Inspection
❑ 50 WSEC Residential
❑ 60 WA Ventilation/Indoor AQC
❑ 70 NLEA Inspection /Modular Struct
❑ 71 Mobile Home Tie Down Insp
❑ 72 Marriage Lines
90 Resteel
95 Footing Drains
100 Foundation Footings
200 Foundation Walls
❑ 250 Foundation Insulation
❑ 300 Concrete Slab /Slab Insulation
350 Crawl Space
400 Shear Wall Nailing
450 Plywood Wall Sheathing
500 Roof Sheathing Nailing
525 Plywood Deck Nailing
550 Exterior Wall Sheathing
600 Masonry Chimney
610 Chimney Installation/All Types
700 Framing
750 Roof /Ceiling Insulation
800 Floor Insulation
801 Wall Insulation
802 Exterior Roof Insulation
803 Glazing Inspection
❑ 815 Lighting and Controls
0 , 900 Suspended Ceiling
1000 Interior Wallboard Fastening
❑ 1001 Exterior Wallboard Fastening
❑ 1110 Pre -Move Inspection
❑ 1115 Motor Inspection
❑ 1120 Pre -Demo
❑ 1140 Pre - reroof
1400 Final -Fire
1700 Final- Building
❑ 1900 Final- Reroof
❑ 3100 Site Visit
❑ 4000 Special- Concrete
❑ 4001 Special -Bolts in Concrete
❑ 4001 Special - Mom/Resist Conc Frame
❑ 4003 Special -Reinf Steel Prestress
❑ 4004 Special - Welding
❑ 4005 Special- High - Strength Bolting
❑ 4006 Special - Structural Masonry
❑ 4007 Special -Reinf Gypsum Concrete
❑ 4008 Special- Insulating Conc Fill
❑ 4009 Special -Spray Fireproofing
❑ 4010 Special - Piling, Piers, Caissons
❑ 4011 Special - Shotcrete
❑ 4012 Special- Grading, Excav /Fill
❑ 4013 Special- Retaining Wall
❑ 4014 Special- Panels
❑ 4015 Special -Smoke Control System
TENANT NAME: /10‘5" vis LDT /s
CONDITIONS
10001 No changes will be made to the plans unless approved
by the Engineer and the Tukwila Building Division
10002 Plumbing permits shall be obtained through King Co
10003 Electrical permits obtained through L & I
10004 All mechanical work shall be under separate permit
10005 All permits, insp records & approved plans available
❑ 10006 All structural concrete shall be special inspected
❑ 10007 All structural welding shall be done by WABO certified
inspector
❑ 10008 All high - strength bolting shall be special inspected
❑ 10009 Bolts installed in concrete shall be special inspected
❑ 10010 When special inspection is required...notify Tukwila
Building Division
❑ 10011 The special inspector shall submit a final signed report
❑ 10012 Any new ceiling grid and light fixture installation
❑ 10013 Partition walls attached to ceiling grid
_1k 0014 Readily accessible access to roof mounted equipment
10015 Engineered truss drawings & calcs shall be on site
10016 Any exposed insulation backing material shall have
❑ 10017 Subgrade preparation including drainage, excavation
❑ 10018 A statement from the roofing contractor verifying fire
X 10019 All construction to be done in conformance retardant class of roof
w /approved
plans
❑ 10020 Structural observation shall be provided for this project
❑ 10021 All food preparation establishments must have King Co
❑ 10022 Fire retardant treated wood shall have flame spread of
10023 Notify Building Division prior to placing any concrete
❑ 10024 All spray applied fireproofing shall be special inspected
❑ 10025 All wood to remain in placed concrete shall be treated
10026 All structural masonry shall be special inspected
10027 Validity of Permit
❑ 10028 Rack storage requires separate permit
10030 No occupancy of building until final insp by Bldg Div
❑ 10031 Comply with requirements of TMC 16.04
❑ 10032 Remove all weeds, concrete, stone foundations, flat
concrete
❑ 10034 Removal of septic tanks require approval and
compliance with King Co Health Dept.
❑ 10035 Contact PW Div to obtain insp for water /sewer connect
❑ 10036 Manufacturers installation instructions required on site
❑ 10038 A C of 0 will be required for this permit
❑ 10039 Final approval for all TI w /in the limits of the SC Mall
❑ 10040 All construction noise to be in compliance with 8.2 TMC
❑ 10041 Ventilation is required for all new rooms & spaces
❑ 10042 Fuel burning appliances
❑ 10043 Appliances, which generate
❑ 10044 Water heater shall be anchored
❑ 10045 Reroof
❑ "Anchoring — All new construct and substantial
improvement shall be anchored to prevent tlotation"
Plan Reviewer:
Permit Tech:
Date:
02
Date: 3 • Lq -01
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ACTIVITY NUMBER: D02 - 051 DATE: 02 - -
PROJECT NAME: FOSTER HEIGHTS - LOT 15
SITE ADDRESS: 4806 SOUTH 145 STREET
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #,
_ Revision # After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
Complete
Please Route
Approved
1PRROUTE.DOC
5/99
TUES /THURS ROUTING:
APPROVALS OR CORRECTIONS: (ten days)
Approved ri
PLAN REVIEW /ROUTING SLIP
REVIEWER'S INITIALS:
CORRECTION DETERMINATION:
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Approved with Conditions
Structural Review Required
f(
Incomplete n Not Applicable n
Comments:
Planning Division
Permit Coordinator
DUE DATE: 02-28 -02
No further Review Required
REVIEWER'S INITIALS: DATE:
DUE DATE 03 -28 -02
Not Approved (attach comments)
DATE:
Approved with Conditions n Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
DUE DATE
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ACTIVITY NUMBER: D02 -051
PROJECT NAME: FOSTER HEIGHTS - LOT 15
SITE ADDRESS: 4806 SOUTH 145 STREET
X Original Plan Submittal
Response to Correction Letter #
DATE: 02 -26 -02
Response to Incomplete Letter #
Revision # After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
Complete
TUES /THURS ROUTING:
Please Route
Approved
REVIEWER'S INITIALS:
\PRROUTE.DOC
5/99
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS: (ten days)
Approved with Conditions
lfp i
CORRECTION DETERMINATION:
Approved n Approved with Conditions n
REVIEWER'S INITIALS:
Planning Division
4 ;)?
Permit Coordinator
DUE DATE: 02-28-02
Incomplete n Not Applicable
No further Review Required
Comments:
DATE:
DUE DATE 03 -28 -02
Not Approved (attach comments) DK
DATE: 0 40 7_,
DUE DATE
Not Approved (attach comments)
DATE:
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City of Tukwila
Department of Community Development Steve Lancaster, Director
PLANNING DIVISION COMMENTS
DATE: February 28, 2002
APPLICANT: Long Classic Homes
RE: Foster Heights, Lot 15, D02 -051
ADDRESS: 4806 South 145 Street
Please review the following comments listed below and submit your revisions accordingly.
If you have any questions on the requested revision, Carol Lumb is the planner assigned to
the file and can be reached at 206 - 431 -3661.
1. The site plan shows the fireplace as cantilevered into the side yard setback, which is
not consistent with what the construction drawings show (page 3/11). The fireplace
may not extend into the 5 -foot side yard setback. Please correct the site plan to show
the correct location of the fireplace.
c:\mydocs \generai\2002- memos \DO2 -051. doc
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665
Steven M. Mullet, Mayor
t .
ACTIVITY NUMBER: D02 - 051 DATE: 02 - -
PROJECT NAME: FOSTER HEIGHTS - LOT 15
SITE ADDRESS: 4806 SOUTH 145 STREET
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
TUES /THURS ROUTING:
Please Route (K Structural Review Required n No further Review Required
REVIEWER'S INITIALS: V DATE: 2 -2 7 (V,
APPROVALS OR CORRECTIONS: (ten days)
Approved
Approved
\PRROUTE,DOC
5/99
PLAN REVIEW /ROUTING SLIP
REVIEWER'S INITIALS:
Approved with Conditions
CORRECTION DETERMINATION:
Fire Prevention
Structural
Incomplete
L S
J
Approved with Conditions
REVIEWER'S INITIALS:
n
Planning Division
Permit Coordinator
DUE DATE: 02 -28-02
Not Applicable
DUE DATE 03 -28 -02
Not Approved (attach comments)
DATE: 3 /t/ 2'- )Lc'.,.
Not Approved (attach comments)
DATE:
DUE DATE
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PUBLIC WORKS DEPARTMENT COMMENTS
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DATE: March 6, 2002 -J o
NO
PROJECT: FOSTER HEIGHTS - LOT 15 co
PERMIT NO: D02 -051 w 0
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PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions u_
regarding the following comments. co a
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1) Please add a note "Residence on lot 15 shall be provided with a sprinkler system. Contact o i—
Tukwila Fire Department @ (206) 433 -1859 for coordination ". The above requirement is z 0
part of Foster Heights final plat L2000 -026 approval, see note 12 on plat sheet 2 of 3. IL. o
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2) A larger size water meter shall be required, please coordinate with Water District #125 at v
(206) 242 -9547.
3) Grated drain channel at the end of the driveway shall be moved to the North and installed
outside the existing 10 -ft wide utility easement. Make sure the driveway is designed and sloped
so that drainage from the driveway does not flow into the existing road surface. Driveway
slope shall be a maximum of 15%. Show driveway width.
4) Proposed rockery shall be build per attached City of Tukwila Detail RS -5. Please show rockery
drainage system and how it ties into the existing /proposed drainage system for lot 15. Please
note, that a specific distance from the face of rockery is required where no structure, roadway
or parking can be located. If the above distance can not be maintained, a structural retaining
wall shall be designed and constructed. This requirement applies to all the rockeries shown on
the plan.
5) Please cloud all new revisions. Enter the above revisions in the revision block on your plan
including revision number, date and revision description.
6) Please have your geotechnical engineer, Earth Consultants Inc., review the revised plan and
submit a new Geotechnical Review letter of revised plan for lot 15.
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i Staff Date -Staff
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Date 1 Staff
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Summary or Revision:
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Date
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Summary or Revision:
Received By:
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Summary or Revision:
Received By:
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Date
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Date Staff
- Issued Initials
Summary or Revision:
Received By:
. .
PROJ Ea NAME: 4 --Z or
Site Address: 4/9 /9.r Sr
REVISION LOG
P ERM I \10• . Z,2 - 1
Original Issue Date:
(please print)
(please print)
(please print)
(please print
please prin
APR -18 -2002 THU 08:28 AM DOL
1
STATE OF
WASHINGTON
LONG CLASSIC HOMES, LTD.
1624 PIONEER ST
ENUMCLAW WA 98022
REGTSTERED TRADE NAMES:
LONG CLASSIC HOMES
JML HOMES INC.
ORGANIZATION TYPE
DOMESTIC PROFIT CORPORATION
'FAX NO, 360 664 9635
MASTER LICENSE SERVICE
REGISTRATIONS AND LICENSES
EDIFIED BUSINESS ID 4; 601 452 910
BUSINESS ID #: 001
EXPIRES : 03-31-2003
»OMESTIC PROFIT CORPORATION
•
RENEWRD BY AUTHORITY OP SECRP, ARY OF STATE 4
Signature
I - REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
REGIST. # EXP. DATE
CCO1 'LONGCHL05409 11/01/2002
EFFECTIVE. DATE.. 09/29/1995
LONG CLASSIC HOMES LTD,..:
1624 PIONEER: STREET
ENUMCLAW WA: 98022
P, 01
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Return Address 20010803000206
CITY OF TUKWILA
Office of the City Clerk
6200 Southcenter Blvd
Tukwila, WA 98188
(206) 433 -1800
Document Title(s).
Parties:
Other:
CITY OF TUKWILA
DOCUMENT RECORDING
COVER SHEET
UNDER6ROUNDIN
City of Tukwila, WA
6200 Southcenter Boulevard
Tukwila, WA 98188
Last First
TRIDOR I nu,
Company Name (if bu mess)
City State Zip
Legal Description: LDt _' ti � � Me�� •..l>r. • at
L2000 -026 r ordi n 3 go. 2.001070 • • • o 7.
Assessor's Property Tax Parcel/Account Number(s): 261000 - 0010 261000 -0020
20010803000206
Lot No.
'l'ax Parcel No.
UND + RGROUNDING AGREEMENT
WAIVER TO UNI ERGROUNDING ORDINANCE
OBLIGATION FOR FUTURE UNDERGROUNDING
The proposed system upgrade at Poster Ileights 16 -lot subdivision development, File No
L2000 -026, at 47 ' Ave South and South 145'' Sltect requires undergroundtng per
Ordinance 486, 924 and 1321 ALOI1& 5. I44,th a'TQEET - 5EE fflrACHMEN't A,
In compliance with the requnements of Oidmance No 1607 the property owner of this
single- tanitly development has demonstrated application of the Underground Ordinance will
create undue hat dship if cart led out as part of the development
The Owner is obligated to participate in funding luture undergroundmg improvements for
their proportionate share o - said undeigiounding fronting their property Furthermore, if
the L I D /U L I D procer.s is used to carry out the construction of this undergroundtng,
the Owner waives the right to protest L 1 D or U L I D formation for this
undetgrounding Owner reams the right to contest the method of calculating assessments in
such L 1 D and the amount thereof to be levied against the Owner's subject pt operty, and
other propel ty owned by Owner which would be within such L I D
This Agteetnent shall be recorded by the City Cleik with the King County Auditor as
required by Chapter 35 91 RCW and the cost of said recording will be paid by the City
This Agreement shall be binding upon the parties, their respective heirs, legal
repiesentattves, assignees, transferees and successors 'I'his Agreement runs with the land
APPLICANT;
Applicant (Signature)
Street Address
STATE OF WASHINGTON
County of kIVkG
On this day personally appeared before me &H
to be known to be the individual(s) described in and who executed the within and foregoing
instrument, and acknowledged tha to she /they signed the same a ter /their free and
voluntary act and deed, for the uses and purposes therein mentioned
Given under my hand and official seal this 1 2 day of -9L
CITY OF TUKWILA
fr omuz,.. Works Director
Date
City, State, Zip
Signature
(Ykt b
Print Name
NOTARY PUBLIC IN AND FOR THE STATE
attachment a site plan
Balance Due: $ /948
Need Current Contractor Registration Card:
Need to Enter Contractor Information in Sierra:
.
Balance Due: $ /948
Need Current Contractor Registration Card:
Need to Enter Contractor Information in Sierra:
ALL BE DOUBLE G A FD AND
COMPLY 1994 STAT OF WASN ENERGY CODE '
TREATED WOOD /WEA MEN :PER ` UPC SEC 2317 STD, STM1
- `RECEIVED
detail wall section s-1
general notes
lower floor plan
upper level plan
foundation plan
optional bonus room plan
bonus room floor framing
lower floor framing
upper level floor framing
RECEIVED
CITY OF TUKWILA
FEB 2 6 ZOOZ
PERMIT CENTER
Upper Roof
1300 SQ FT/3O0.4.34SQ FT. 6627SQ IN - REQUIRED
-'`'PROVIDE 20-3 HOLE SCREENED VENT macs (.14 SQ IN) * 300 Sq IN
0-9 x 7 ROOF VENTS (S0 SQ IN) MI 400 SQ IN
. ; 2 BASE END VENTS 12x24 (140 ha) .. a 280 SQ IN
Amor Roof
FT /30O.1.00 SQ FT. 270 SQ IN - REQUIRED
: k IDE 14-3 'SOLE SCREENED VENT BLACKS (.14 !Q IN) a IN Sq IN
I, . ` 4-9 x 7 ROOF VENTS (SO SQ IN) a 200 SQ IN
t. au, WTI M SNAIL BE I 2 NEN /P NIB AN MONS
APPIIOVED DESIGN sEM 4'.
}AML METAL. WOOERS SHALL BE " STRONG
• TIE
!MONIES OR EQUAL .
TOTAL PROVIDED • NO SQ IN
lower level room framing
upper roof framing
roof framing bonus room option
nts, changes and variations from plans
and specifkations during construction
roof venting
shear wall schedule
section a-a
ALL WALLS ° Uti Z HATED" °" ARE Smolt WALLS. EXTERIOR WALLS
4 ' SHALL OE SHEATHED Was RATED SHEATHING (24/0, ON Olt COX)
AND NAILED AT ALL PANIC. EDGES (BLOCKED) PER SCHEDULE (UNO).
- #FLAILING AT INTERMEDIATE FRAMING TO BE AT 12" o.c. NAILING NOT
CALLED OUT SHALL U PER UK TABLE 2341 -R-1.
HOLDOWNS AND met FRAM HARD RARE BY SIMPSON OR EQUAL
BE PElt . O ING F � � W USE DOUBLE 9 ",.
STUDS MINIMUM (UNO). -
3.) USE MINIMUM OF (2) OOL.TS PER SILL PIECE WITH ONE BOLT LOCATED
NOT MORE THAN 12" NOR LESS THAN S' FROM EACH END OF THE PIECE.
memo BOLTS A MINIMUM OF r IM10 CONCRETE.
L141.) SE! NER - 272 FOR ALTERNATE NAILING / STAPLES.
Is
r
t, e e.6r5 1- it74 ) •
aMlr,"d ti7F:Tha Zs:r.,•• 4114•44/11” ae- :assraru�nad
CRAWLSPACE VENTILATION MIN NET AREA 1 SQ. FT FOR EACIL
ISO SQ FT OF FLOOR AREA OPENINGS TO BE PLACED AS CLOSE
TO CORNERS AS PRACTICAL AND SHALL PROVIDE OtOSS
VENTILATION ON AT LEAST no) oprosna SIDES, UDC SEC -
2313.7.
* GENERAL NOTES
•
4
' ATTIC VENTEIATION. 1/150 OF AMC AREA OR 1/300 IF HiLF IS
IN SOFFIT AND HALF IS 3' ABOVE PLATE LBW WIC SEC U05.3 .
/ AMC ACCESS MIN 22"X 30' WITH PUN 30" HYADROOM
IN ROOMS NOT PROVIDED wrno °MAIM WINDOWS OF 1120
OF FLOOR AREA OR 3 SQ FT , MECHAIVICAL VENTILATION SYSTEM,
CAPABLE OF PROVIDING AIR 011ANGES PER HOUR SHALL BE
PROVIDED UDC SEC. 1203.
•
. ouTsi VEPIT FANS • ■:14 . , RANGES ,., /OVENS !IE EPITE_ TO
AND FINISHED SEC 302. 4 (3) AND TABLE 34 UBC. gARAGE AND
GARAGE AND HOUSE OCCUPANCY SEPARATION MIN 1 HR TAPED.
BASEMENT SUPPORTS TO BE I HR TYPE 'X" OR EQUAL GYPSUM
TILE FOR SHOWER SHALL BE 6' ABOVE DRAIN WM1 WATER
RaszsrANT moan.
EGRESS IN EVERY SLUMP ROOM SHALL HAVE A MIN NET CLEAR
OPENING OF 5.7 SQ.FT., THE MIN NET CLEAR OPENING HEIGHT
SHALL BE 24" MIN , NET CLEAR OPENING WIDTH DIM. OF 20" ,
OOTTOM OF OPENING SHAU. NOT BE MORE THAN 44' ABOVE -
FIREPLACE CODE COMPLIANCE PER UBC CHAPTER 314 AND
; LOCAL BLDG DEPARTMENTS A1130 REBAR AS PER WIC SEC. 310ali _ ,..!
I HEARTH D/MISISIONS - HEARTH SHALL EXTEND MIN 16° FROM
THE FRONT, AND 11 MIN BEYOND EACH SIDE OF THE FIREPLACE
LARGER THE HEARTH EXTENSION SHALL BE 20" IN FRONT AND
.-12" TO EACH SIDE OF OPENING. CONCRETE OR MASONRY MUST
NOT BE SUPPORTED ON WOOD FRAMING.
APPL AND INSTALL OF INSULATION AND VAPOR BARRIER SHALL
COMPLY WITH 1994 STATE OF WASH ENERGY CODE.
- GLAM1G Di COMPLIANCE WITS SEC 2406 UBC STD NO 242 ANIi
. 1ASS, ,, LA : Iiii o; EXCEPTIONS ARE OUTLINED IN .
RECEIVED
CITY OF TUKVVILA
PERMIT CENTER
,SLAZING AND LOCATAD91. SUIDECT TO HUMAN IMPACT SUCH AS
- .GLASS ON DOORS. GAMING wmt 12a ON EITHER SIDE OF A
DOOR OPENING, GLAZING CLOSER 'THAN 18" TO A FLOOR OF
SHOWER DOOR AND THE TUB ENCLOSURE SHALL BE EITHER
- TEMPERED GLASS, LAMINATED SAFETY GLASS OR SHATTER
RESISTANT PLASTIC, OR WIRE REINFORCED GLASS FOR
I SLIDING GLASS DOORS GLAZING TO BE LAMINATED OR
- SHOWER ENCLOSURES SHALL BE APPROVED WIRE REINFORCED,
TEMPERED OR LAMINATED SAFETY OR SHATTER RESISTANT
MASTIC SEC 2406 UBC.
GLAZING WITHIN 18" OF FLOOR AND GREATER THAN IN LEAST
DIMENSION SHALL COMPLY WITH IMPACT LOADS, SEE PLANS,
SEC 2406 AND UBC STD 24 A.
ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND ,
COMPLY WITH 1994 STATE OF WASH ENERGY CODE.
TREATED WOOD/WEATHER PER UBC SEC 2317 STD, STANDARDS '
detail s-1
general STRUCTural NOTES
4L CONSTRiC +ON 5 .4 5E N COWORIANCE r- L+E i4'=v'Rm B'.. , CODE
NEC) 1e91 EDITION WIT WASA'tiGT i STATE .VENDMENTS.
pE51G N LOAD5:
ROOF
LivE LOAD
DEAD '.-CAP
FLOOR
LIVE
DEAD LO
WIND
BASIC WIND 5PEED
EXPOSURE E, : = 1.0
SEISMIC
ZONE
Ca = 036, ; x 1 .0, R=5.5
25 P5F (SNQ i;;
15 PF.F
40 PSG /RESIDENTIAL:
10 PSF
80 MPH
4NSPECTiONS:
NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY
SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL.
!FOUNDATIONS:
PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WTH 2,000 PSF BEARING CAPACITY (ASSUMED).
$OTTOM OF EXTERIOR FOOTINGS SHALL SE MINIMUM i' -6" BELOW OUTSIDE FINISHED GRADE. BACKFILL
- WALLS WIN A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS.
CONCITE: .
THE SELECTION CIF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM
TO THE REQUIREMENTS OF THE UNIFORM"! BUILDING CODE, 1991 EDITION. !MATERIALS SHALL BE
PROPORTIONED TO PRODUCE A DENS, WORKABLE MIX HAVING A MAXIMUM SLUMS C= 4 iNCI -+ES WHICH
CAN BE PLACED UJITI4OUT SEGREGATION OR EXCESS FREE SURFACE WATER. USE MINIMUM -F'c = 2 PSI
WIN 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MXIMUM OF 6 GALLONS OF WATER
PER 94 LB SACK OF CEMENT. MAXIMUM SIZE OF AGGRREGATE i5 11/2" ALL CONCRETE SMALL BE
POURRED 1 1 BETWEEN CONTRUCTION OR EXPANSION JOINTS UNLESS SHOIN OTHERWISE.
• REINFORCING STEEL:
ALL ALL REINFORCING STEEL SHALL BE GRADE 40 DEFORMED BARS iN ACCORDANCE WITH 4S111
SPECIFICATION A -615. LAP ALL SPLICES 32 BAR DIAMETERS, OR 1' -6" MINIMUM ULESS OTHERWISE 5I -IOWN.
PROVIDE ELBOW EARS (32 DIA.) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN
FOOTINGS AND WALLS. R ZINFORCEMENT SHALL BE ACCU; T ELY PLACED AND ADEQUATELY SUPPORTED'
EY APPROVE, CHAIRS, 5FACE.IRS, OR TIES AND SECURED N PLACE DURING GROUT OR CONCRETE
PLACEMENT.
MINIMUM CONCRETE COVER FOR REINFORCING STEEL:
USE PROTECTION
BLAB AND WALL BARS:
INTERIOR FACES
EXPOSED TO WEATHER OR EARTH
FOOTING ''.•ARS 3"
TIMBER:
ALL LUMBER SHALL 5E 45 FOLLOWS UNLESS NOTED OTHERWISE:
BEAMS
POSTS
2x FRAMING
DF"2 OR BETTER
DF"2 OR BETTER
HP2 CR BETTER
1 1, 2
1I /2" ( AND SMALLER)
2" ("6 AND LARGER)
ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WI.JPA GRADING RULES FOR
WESTERN LUMBER ", LATEST EDITION. ALL I,UOCD IN CONTACT WITH CONCRETE SMALL BE PRESSURE
TREATED. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. ALL NAILS SHALL BE
GALVANIZED BOX CR CO ION NAILS. ALL MINIMUM NAILING SHALL BE PER LICE TABLE 23- i1 -B -i UN.C.
MACHINE BOLTS TO BE A -301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED
WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICBO APPROVED EQUAL.
ALL 4- ;ANGERS TO BE FASTENED TO WOOD WIN PROPER NAILS. ALL MOLES SHALL BE NAILED.
CsLtD LA1"'s1 N,4TED i110OD ME
GLUED LAr".INA ED WOOD BEAms (GLR3; TO BE N ACCO' A.NCE ,417I", ANSI STANVARD At901, AMERICAN
NATIONAL 5T AND,1RD ST :TU SLUED M: TED T E . ..15 ..15 STRSS C COQ INAT i ^.
FOQ 4`►; F:lL LA
24F- V4 '=o = 2 400 P5`) FOR 5rPLE SPANS AND 24F -V8 FOR C.1N7'LEVER AND :ONTN:,+CV6 SPANS. GL.E
SHALL BE CA+Hs'N WITH MOLD 1NI4IBITOR UNLESS ONER:JiSE EC7 ED, SEALER 5,-,ALL SE APPL=ED TO
ENDS cc .SILL ME!ISERS BOTTOM LAMINATION TO SE FREE OF UNWIND KNOTS LARGER 714/- 1/2
DIAMETER 4ITC STAMP AND CERTIFICATION r2EQU°,
PREFABRICAT5D JOISTS:
JOISTS SMALL SE A5 NOTED ON THE PLANS AisiD AS MANILFACTU BY TRUSS JOIST MACMILLAN CR
APPROVED EQUIVALENT. JOISTS TO EE ERECTED IN ACCORDANCE 'WITI- T? E FLANS AND THE
MANURACTURER'S DRAWINGS AND INTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE
DESIGN LOADS ARE NOT PERMITTED. PROVIDE E BRACING UNTIL SHEATHING MATERIAL HAS
BEEN INSTALLED. PROVIDE SOLID BLOCKiNG AT CONCENTRATED LOADS FROM ABOVE AND 1E5
5TIFFENERS PER MANUFACTURER'S DI
PARALLEL STRAND LUMBER (PSL):
PARALLEL STRAND LUMBER (PSL) TO BE BY TRUSS JOIST MACMILLAN (PAR4L.LAM) OR APPROVED
EQUIVALENT (Fb = 2,900 PSi, E = 2.0 x I06 PSI). MATERIAL SHALL BE DESIGNED .t MANUFACTURED TO
THE STANDARDS SET FCRTH iN NER -292 OR GCMG REPORT NO. 11161 -R SEARiNG LENGTH SHALL NOT SE
LESS THAN 1 1/2 ". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER. HEEL CUTS
SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER
.EARING UjALLI FRAMING: - ALL DOOR AND WINDOW i- HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE
4x10 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5' -0" OR LESS AND TWO
CRIPPLES AND ONE STUD FOR OPENINGS MORE 11-44N 5' -0" WIDE. ALL COLUMNS NOT CALLED OUT ON
THE PLANS SHALL BE TWO (2) STUDS. SPiKE LAMINATED COLUMNS TOGETHER WiTH 16d 6 16" O.C.
STAGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAILS WITH I6d g 8" O.C.
SHEAR WALLS:
ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL SE AS DETAILED ON THE DRAWINGS AND
NOTED IN THE SHEAR WALL SCHEDULE. USE AP.A RATED SHEATHING (24/0) WITN A MINIMUM PANEL EDGE
NAILING OF ad ® 6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL. BE COMMON WIRE
OR GALVANIZED BOX NAILS. BLOCK ALL UNSUPPORTED PANEL EDGES. ALL NAVE STRAP CONNECTORS
TO THE TOP PLATE AT EACH END WHEN THE DEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' MSTA24
CONNECTOR UN.O.
FLOOR AND ROCS FRAMING:
PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS TI-IAT EXTEND OVER MORE THAN HALF NE
LENGTH AND ALL AROUND ALL OPENINGS !N FLOORS AND ROOFS UN.O. APPLY 3 /4 i RATED SHEATHING
(40/20) GLUED AND NAILD TO FLOOR FRAMING- MEMSERS WITH ad COMMON OR GALVANIZED BOX NAILS
AT 6" O.C. AT ALL SUPPORTED EDGES AND 8d COMMON CR GALVANIZED BOX NAILS AT 12" O. C. AT
INTERIOR SUPPORTS. APPLY 1 /2" RATED SHEAT;ING (24/0) ON ROOF NAILED TO STIFFENERS CR R4FTERS
WITH ad COMMON OR GALVANIZED BOX NAILS AT SUPPORTED EDGES AND ad COMMON OR GALVANIZED
BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND
STAGGER PANEL EDGES.
ROOF TRUSSES:
TRUSSED TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH UBC SECTION 2321. DESIGN TO BE EY A
PROFESSIONAL ENGINEER LICENSED IN NE STATE OF WASHINGTON. MEMBERS SHALL BE SIZED TO
ACCOMDATE A 25 PSF SNOW LOAD AND ALL DEAD LOADS. EACH TRUUE'S SHALL BE PLANT FABRICATED
AND SHALL BEAR NE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM
SPACING. ALL MECHANICAL CONNECTORS SHALL BE 1050 APPROVED AND LOADS 51-4ALL BE IN
ACCORDANCE WITH NE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL
FRAMING -TO -TRUSS AND TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION
MATERIALS. FABRICATOR. SHALL SUBMIT Si-40P DRAWINGS TO THE BUILDING DEPARTMENT FOR
APPROVAL AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION.
GENERAL CONSTRUCTION NOTES:
ALL CONSTRUCTION SHALL CONFORM TO NE UNIFORM BUILDING CODE (UBC), 199'1 EDITION. NE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND
SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK. NE CONTRACTOR SHALL
VERIFY ALL DIMENSIONS AND ALL CONDITONS AT NE JOB SiTE INCLUDING BUILDING AND SITE
CONDTIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. NE CONTRACTOR SHALL
PROVIDE TEMPORARY BRACING 4,5 REQUIRED UNTiL ALL PERMANENT CONNECTIONS AND STIFFENERS
HAVE BEEN INSTALLED. NE CNTRACTOR SHALL COORDINATE WIN NE BUILDING DEPARTMENT FOR ALL
BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN
DIMENSIONS. NE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS
NOT 51- 401.1.I. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON NE DRAWINGS SHALL NOT BE
CARRIED OUT WITHOUT NE WRITTEN PERMISSION FRO THE ARCHITECT OR ENGINEER.
APPROVED
APR 2 2 2CO2
ii■S NU
etr LDING DI`t' %t^N
RECEIVED
CITY OF TUKWILA
FEB 2 6 2002
PERMIT CENTER
Ilan Ate TWO CRIPPLES AND STUD O .
5 Ir WIDE. ALL COLUMNS Nur Cum OUT ON TNE
SHALL GE 2 STUDS, S *mamma) COLUMNS .
VaTH 16d Sr *6" 0 modem TOP PLATE
MIN 4' AND MI= PER UDC TABLE 23-11-11-1.
DOUBLE JOISTS ALL
MINT EXTEND OVER MORE THAN ONE HALF ins mem MD
WROUND ALL OPT Ili FLOOR AND ROOFS, APPLY 3/4$
TED PLYWOOD (40/20) NAILED TO FLOOR MOWN MENDERS
larnt Id GALVANIZED BOX MAILS AT 6" O.C. AT ALL SUPPORTED
AND Id GALVANIZED BOX NAILS AT 12' O.C. AT
1IUPPORTs UNLESS NOTED OTIWRWISE ON PLANS. APPLY 1/2"
;RATED SHEATHING (24/0) ON ROOF NAILED TO STIFFENERS OR
WItTM a •ALVAN1ZED NAILS AT 12" O.C. AT GAIL! ENDS
` > O.C. AT ALL OTHER SUPPORTED EDGES, AND 8d GALVANIZED
• ► NAILS AT 12" O.C. AT INTERIOR SUPPORTS UNLESS NOTED
tionstwist ON PLANS. .
4= I.00CD1G OF INTERIOR EDGES NOT REQUIRED UNLESS NOTED
. ON THE PLANS.
Y SHFATMIIG PERPENDKULAR TO FRAMMIG AND STAGGER
._- PANEL EDGES. . •
itINDRAILS TO HAVE END RETURNED AND TO BE MIN 34" AND
311" ABOVE TREAD NO IG. v
''44ANIDGRIP PORTION ON HANDRAIL MALL NOV DE USS THAN i
3' NOR MORE THAN 2' IN CROSS SECTIONAL DIMENSION OR
SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. '
'HANDRAIL PROJECTOR FROM THE WALL SHALL HAVE NOT LESS
1 1./3" IN SETWEEM THE WALL AND THE HANDRAIL SEC
ALL FIRE SLOOONG BETWEEN STRINGER AT TOP AND
BOTTOM IN WALL ALONG STRINGERS PU SEC 2516(f) UDC '
WAWA SPACE UNDER STAIRS TO HAVE sir TYPE "X"
'WALL. BOARD AT WALLS AND SOFFITS PER SEC 3306(m)
4OUNDATION AN) FLOOR SLM =MUM SMALL BE _ To
X300 Ps . MAX %wow TO anew RATX) 5 1/2 SACK
4Et CUBIC YARD OF canconi Me S 314 GAL WATER PER 04 LB
'SACK OF CEMENT. -- ..r . - _ -r - r . '''..' ' r
IPS1 ASSUMEDCOMPRESSIVE STRENGTH AT'S DAY&
t.: covE.RAGE OF sun 3" DOT ln, r SlolS. - • 4 - . "
A USE r NOMINAL
t IMAMS HEADERS AND LAMS:
4 OF*2
. r NOMINAL DF01
'ISTUDS 2X4 OR 2X6 FIR 02.10)
FifIGLU LAM BEAMS 24 F-V4 (Fb *2440 PSI) FOR
PPM CANITU EVER AND COW SlA1Et 24148 _ . �„
I'VE PLANS FOR PLYWOOD.
STRUCTURAL FRAMING
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (1)
SILL PLATE
NAILING
ANCHOR
BOLTS (3)
REMARKS
USE 3x STUDS • ABUTTING
PANEL EDGES 4
STAGGER EDGE NAILING.
I
EXMOOR S€A1MING PER
P-AN OR SCHEDULE
ed•4'
2:x BLOCKING al 16d
NAL • 8' OC
I. RATED SHEATHNG
TRiS6 OR RAFTER
PER p-.AN
82ID
2 BLOQCNG
FRAMING AT INTERIOR SWEAR WALL
2x STUD PER PLAN
T
gt• RATED y€AT141I3
ed • 6' OC.
2x vENTED Bi-JCKIrCa.
NAIL TO TRUSS I
EACH END.
SHEATHING AND NAILING
PER PLAN OR SCHEDULE.
mradrimnrribeihrn
GIRDER TRUSS
PER PLAN
2x SAID PF.-R PLAN. USE
DE=L STUD • ENDS OF
SHEAR W.ALL5 4 14OLDOUN5.
5HEA1THiNG I NAILING
PER PLAN.
'SIMPSON' 14OLDC(Lt4
PER PLAN.
24"
CONTINUOUS FTC.
REINFORCEMENT
L
STEM WALL
FRAMM ANCHOR
L. "7%
FOUNDATION AT CRAWL SPACE
2x STUD
TRUSS PER PLAN
'SMPSON' 14$20
MIST STRAP.
DBL 2x TOP
PLATE
SOLE PLATE NAILING.
USE 16d I I6" OC. MIN.
3 / 4 " SHEATHING
2x PT SILL WITH ANCHOR BOLT
PER PLAN OR SCHEDULE. USE
kb". • 60" OC. MIN.
'4 BAR CONTINUOUS.
(TYP
'4 BAR CONTINUOUS
(TYP.)
1
MAX
DBL 2x TOP PLATE
LAP SPLICE 4
MIN. 4 NAIL W I6d
• 6' OC. STAGGED
It' RATS
SHEATHING
ad • 6' OC.
SWATHING 4 NAIL NG
PER PLAN OR bNEAR
WALL 5C €DULE
'5MPSON' HOLDOLLN
STRAP PER PLAN
5HE4TNING 4 NAILING
PER PLAN. SPLICE TO
OCCUR ON COPfrMON
'MEMBER OR BLOCKING
2x STUDS PER PLAN.
(BEAM AT WI)
NOTE:
DO NOT BACKFILL UNTIL FLOOR
SHEATHING, PONY WALL SHEATHING,
AND SLAB ON GRADE ARE
INSTALLED PER PLAN.
2x PT SILL w/
%" +ANCHOR BOLT
• 32 "OC. WO.
04 BAR • 10" O.C.
HORIZONTAL
°5 BAR • 10" OC.
VERTICAL
4 "0 FTG DRAIN
820
ROOF FRAMING • GABLE END
d
r
I'-[," L..._
14 l FOUNDATION AT BASEMENT
7 -6AOLE END TIRL 66
'SIMPS N' A35
• 32' OC.
/ DL 2x TOP PLATE.
LAP SPLICE 4'-0'
r• Mft 4 NAL .116d
8' OC. STAGGERED.
SOLE PLATE NAILING.
USE I6d I 16' OC. MIN.
SOLID RIM JOIST
3 4' SUBFL.00R
2x DBL TOP PLATE.
LAP SPLICE 6' -0"
MM. 4 NAIL W 16d
• 6' O.C. STAGGERED.
TYPICAL FLOOR FRAMING CONNECTION
'SIMPSON' A35
JOIST PER PLAN
3/4" SHEATHING (40/20)
JOIST PER PLAN
-I (I 2) 4 4 BAR •TOP
4" SLAB ON GRADE
FOUNDATION PENETRATION
t s RATED SHEATHING
(2410)
SHEAR WALL SCHEDULE
I
SWATH * NAILING
PER PLAN OR SCHEDULE
51 EATH NG PER PLAN
OR SCHEDULE
'4 BAR CONTINUOUS
(TYP TOP 4 BOTTOM)
'SIMP'SON' 14O DOLLN
PER PLAN
FOUNDATION AT SLAB ON GRADE
tzf 1 \ 4 1
ock 2 11-*111
Rio
to \
2x PT SILL ua/ i "+
ANCHOR BOLT.
DBL 2x TOP PLATE
LAP SPLICE 4'-0'
Mk 4 NAIL so/ i6d
# 8' OG. STAGGERED
2x STIE PER PLAN.
USE DBL • HOLDO(IN.
SLAB CS GRADE PER
PLAN OvER 6 MIL vAPOR
BARRIER ON COMPACT
BASE.
'4 BAR CCNT. (TYP.)
NOTES
I) ALL WALLS DESIGNATED" ®" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE
SHEATHED WITH RATED SHEATHING (24/0, OSB OR CDX) AND NAILED AT ALL
PANEL EDGES (BLOCKED) PER SCHEDULE). NAILING AT INTERMEDIATE FRAMING
TO BE AT 12" OC. NAILING NOT CALLED OUT SHALL BE PER UCB TABLE 23- II -B -1.
RECEIVED
CITY OF TUKWILA
FEB 2 6 2002
PERMIT CENTER
2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMP CN STRONG TIE OR EQUIVALENT
TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINAMlM.
3) USE MINIMUM OF TIUO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE
THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINI
OF 1" INTO CONCRETE. WASHERS TOE MINIMUM 2' x 2" x 3/16 ".
EXPIRES: 3/12/0 I
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
'rZhe Public Works utilities inspector.
Date: By:
'REVIEWED AND APPROVED
FOR OEOTECH$I CAL DRAINAGE
- .CONSIDERATIONS. "'
NOV 2 1 2002
•
PERMIT CENTER
DATE
1
REVISIONS
NO DATE
APPROVED BY
TYPE OF REVISION
LONG CLASSIC HOMES
ENUM1iCLAW,WA
aav::wr<m
DRAWN S
REVISED
LOT 15 FOSTER HEIGHTS
KING COUNTY, WA
DRAWIN N M'ER
SITE, UTILITY , DRAINAGE PLAN F 5
APPR BY
LPA E GAL CEL A: DESC RIPTION OF RECORD
THE WEST HALF OF LOTS 10 AND 11. B100( 4. ADAMS HOME ACRE TRACTS. ACCORDING TO THE PLAT THEREOF. RECORDED
IN VOLUME 11 OF PLATS, PAGE(S) 31, IN KING COUNTY, WASHINGTON:
TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 15 FEET OF THE EAST HALF OF LOT 11. SAID
BLOCK 4 AS SET FORTH IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 3573883
PARCEL B:
LOT 12. BLOCK 4. ADAMS HOME TRACTS. ACCORDING TO NE PLAT THEREOF. RECORDED IN VOLUME
31. IN KING COUNTY, WASHINGTON.
PARCEL C:
VEST HALF OF LOT 13. BLOCK 4, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME It OF
PLATS. PAGE(S) 31, IN KING COUNTY, WASHINGTON.
PARCEL 0:
LOT 14. BLOCK 4. ADAMS HOME ACRE TRACTS. ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 11 OF PLATS.
PAGE(S) 31, IN KING COUNTY, WASHINGTON.
METES AND BOUNDS LEGAL DESCRIPTION
A PORTION OF BLOCK 4 OF ADAMS HOME TRACTS ACCORDING TO THE PLAT THEREOF AS RECORDED IN VOLUME 11 OF PLATS.
PAGE 31 IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID BLOCK 4; THENCE NORTH 0130'37 EAST ALONG THE EAST UNE OF SAID
BLOCK 103.09 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 01 30 EAST ALONG SAID EAST UNE
103.09 FEET; THENCE NORTH 87'53'42" WEST 189.29 FEET; THENCE NORTH 0127'47' EAST 206.31 FEET; THENCE NORTH
87'51'26' WEST 189.46 FEET; THENCE SOUTH 01'24'57' WEST 10122 FEET; THENCE NORTH 87'5234" WEST 126.11 FEET;
THENCE SOUTH 01'23'03' WEST 309.78 FEET; THENCE SOUTH 6T55'58" EAST 315.06 FEET; THENCE NORTH 012747'
EAST 103.16 FEET; THENCE SOUTH 87'54'50" EAST 189.20 FEET TO THE POINT OF BEGINNING.
EXCEPT THEREFROM THE ROAD RIGHT OF WAYS AS SHOWN TO BE DEDICATED TO THE PUBLIC ON THE MAP PAGE
(PAGE 3 OF 3) OF THIS PLAT.
DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS, THAT WE, THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HERON
DESCRIBED DO HEREBY MAKE A SUBDIVISION THEREOF PURSUANT TO ,tRCW 58.17.16. THE UNDERSIGNED FURTHER
DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SAID SUBDIVISION AND THE SAME IS MADE WITH THE
FREE CONSENT AND IN ACCORDANCE MTH THE DESIRE OF THE OWNER(S).
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE THE UNDERSIGNED, OWNERS IN FEE SIMPLE AND UEN HOLDERS OF THE
LAND HEREBY PLATTED, HEREBY DECLARE. DEDICATE AND CONVEY TO THE CITY OF TUKWILA FOR THE USE OF NE PUBUC
FOREVER ALL STREETS, WATER, STORM DRAINAGE AND SANITARY SEWER SYSTEMS LOCATED ON EASEMENTS AND RIGHTS-
OF-WAY SHOWN THEREON AND THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSSTENT WITH THE USE THEREOF
FOR PUBLIC ROADWAY AND UTILITY PURPOSES; ALSO THE RIGHT TO MAKE ALL NECESSARI SLOPES FOR CUTS AND FILLS
UPON THE LOTS AND BLOCKS SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND ALLEYS
SHOWN THEREON.
THIS DEDICATION OF THE PROPOSED PUBUC ROADWAYS AND UT1UTIES IS SUBJECT TO THEIR COMPLETION BY THE DEVELOPER
AND THE ACCEPTANCE AND APPROVAL BY THE PUBLIC WORKS DIRECTOR THAT THEY HAVE BEEN COMPLETED TO CITY STANDARDS.
WE AND ALL OF OUR SUCCESSORS WAIVE ALL CLAIMS FOR DAMAGES AGAINST ANY GOVERNMENTAL AUTHORITY ARISING FROM THE
CONSTRUCTION AND MAINTENANCE OF PUBLIC FACILITIES AND PUBLIC PROPERTY .YITHIN THE SUBDIVISION. (17.04.060 8.2.)
IN WMTN : ' REOF WE HAVE SET OUR HANDS AND SEALS.
MICHAEL K AN
. PRESIDEN , TRIDOR, INC.
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
) SS
)
COUNTY OF KING
STATE OF WASHINGTON )
) SS
COUNTY OF KING
5URVEYOR CERTIFICATE
PRELIMINARY PLAT NO. L98 -0019
FINAL PLAT NO. L2000 -026
ON THE 3 RD LAY OF :q 20 01__ BEFORE ME, THE
UNDERSIGNED NOTARY PUBUC IN AND FOR THE STATE OF WASHINGTON,
PERSONALLY APPEARED MICHAEL S.K. CHAN
TO ME KNOWN TO BE PRESIDENT OF TRIDOR, INC.,
A WASHINGTON CORPORATION. THAT EXECUTED THE FOREGOING INSTRUMENT. AND
ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND
DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN
MENTIONED AND ON OATH STATED THAT 4-I WAS
AUTHORIZED TO EXECUTE SAID INSTRUMENT.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND .\ND AFFIYED `.IV
OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN.
PRINT NAME OF NOT Y QHruS JIAe� In AN
SIGNATURE OF / -
i /
NOTARY PUBLIC
t
DATED 3_ 2 0o I
MY APPOINTMENT EXPIRES SA-4 t o9
ON THE R P _DAY OF .-7 L 200 ( BEFORE ME, THE
UNDERSIGNED NOTARY PUBLIC IN AND FO THE STATE OF WASHINGTON.
PERSONALLY APPEARED J4 1K.- L;�, 2n (�
TO ME KNOWN TO BE VI. D: , =s,ti. , Zy,.L3" OF CITYBANK,
THAT EXECUTED THE FOREGOING INSTRUMENT, AND
ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND
DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN
MENTIONED AND ON OATH STATED THAT 4'E WAS
AUTHORIZED TO EXECUTE SAID INSTRUMENT.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY
OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN.
STATE OF WASHINGTON •
COUNTY OF 4/7
REGISTERED
AS A LAND SURVEYOR BY THE STATE WASHINGTON, CERTIFY THAT THIS PLAT
IS BASED ON AN ACTUAL SURVEY OF E LAND DESCRIBED HEREIN, CONDUCTED
BY ME OR UNDER MY SUPERVISION: T1-IAT THE DISTANCES, COURSES AND ANGLES
ARE SHC'1N`I THE.RCUN GUr'.r..i iLr; A NJ THAT % OTHER T; IAN T1
MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND
LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT.
FOSTER HEIGHTS
A PORTION OF THE NE1 /4, SEC.22, T.23N., R.4E.
KING COUNTY, WASHINGTON
CITY OF TUKWILA
STATE OF WASHINGTON
COUNTY OF K, ,4 q
PRINT NAME OF NO;FARY eh2Fs Sl e A.„/
SIGNATURE OF / �)/, // _ _ /_ ,
NOTARY PUBUC
DATED ZuEtt 3, Zoe I
MY APPOINTMENT EXPIRES StAft 09 ,: 2 - 0 03
11 OF PLATS, PAGE(S)
EXPIRES 11/30/02
I1
ar,' OF TUKWILA APPROVALS
FIJBUC WORKS DIRECTOR'S CERTIFICATE
1 HEREBY APPROVE THE SURVEY DATA. NE LAYOUT OF THE STREETS, ALLEYS AND OTHER RIGHTS -OF -WAY,
DESIGN OF SEWAGE AND WATER SYSTEMS, DRAINAGE SYSTEMS AND OTHER STRUCTURES.
I CERTIFY THAT THE SUBOIVIDEIj HAS COMPUED WITH ONE OF THE FOLLOWING:
A. ALL IMPROVEMENTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS TITLE
AND WITH THE PRELIMINARY PLAT APPROVAL AND THAT ORIGINAL AND REPRODUCIBLE MYLAR OR
ELECTRONIC RECORDS IN A FORMAT APPROVED BY PUBLIC WORKS AND MEETING CURRENT PUBLIC WORKS
DRAWING STANDARDS FOR ROAD. UTILITY AND DRAINAGE CONSTRUCTION PLANS CERTIFIED BY THE
DESIGNING ENGINEER AS BEING - AS CONSTRUCTED' HAVE BEEN SUBMITTED FOR CITY RECORDS.
B. AN, AGREEMENT AND BOND OR OTHER FINANCIAL SECURITY HAVE BEEN EXECUTED IN ACCORDANCE
WITH SECTION 17.24.030 OF THIS TITLE SUFFICIENT TO ASSURE COMPLETION OF REQUIRED IMPROVEMENTS
AND CONSTRUCTION PLANS.
EXAMINE% AND APPROVED BY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS
TtYS
r ICE'sss-hC1 s l .f t IT
DIRECTOR
CITY TREASURE'S CERTIFICATE
THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS. AND ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY
THAT IS DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBUC USE ARE PAID IN FULL.
.. ?leolot
FINANCE DIRECTOR DATE
JMAYOR AND CITY CLERK'S APPROVAL
EXAMINED AND APP
THIS Cyl DAY
TUKWILA •'AYOR
kING COUNTY APPROVALS
KING COUNTY TREASURER'S CERTIFICATE
I CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT
„ ICUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR; THAT THERE ARE NO DELINQUENT SPECIAL
ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS
ON ANY OF THE PROPERTY HEREIN DEDICATED AS STREETS. ALLEYS, OR FOR OTHER PUBLIC USE
ARE PAID IN FULL
THIS 1±1 DAY OFjU
VED BY THE CITY OF TUKWILA
2004 .
•
TY KING COUNTY ' F
, NG COUNTY (TREASURER
EXAMINED AND APPROVED THIS _ f �AYOF 2 ' 2044f A.D.
KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR
RECORDING CERTIFICATE
FILED FOR RECORD AT THE REOUEST OF THE CITY OF TUKMLA THIS
1 0AL A.D., AT �� MINUT SS PAT
RECORDED IN VOLUME _ 2oo_OF PLATS, PAGES B /
kING COUNTY, WASHINGTON.
DIVISION ON OF RDS AND ELECTIONS
DEPUTY DIRECTOR, KING COUNTY
DEPARTMENT OF RECORDS AND ELECTIONS
DIRECTOR, KING
DEPARTMENT OF
RRECORDING NO.�Qd � d� �d�t7QOO �v
"NOTE"
rmassfamostarommemerrestffloseamemencraisastrx
WATER AND SANITARY SEWER SERVICE PROVIDED BY DISTRICTS.
PREPARED BY
DRAWN BYI
[Nees 6 hoimiztii1.4 Inc.
ENGINEERS & SURVEYORS
100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027
JOB NO. 1736 -001
MM
CHECKED BYI
WSH
DATEI
RECORDS OF
COUNTY (Fj15SESSOR
RECORDS AND ELECTIONS
RECEIVE
JUL ► 9 2001
TUKWILA
PUBLIC WORKS
(425) 392 - 0250
1736 -1 FP.DWG
SHEETs
UTILITY EASEMENTS
N4 EASEMENT iS HEREBY RESERVED FOR AND GRANTED TO SEATTLE an' L GIT,
US WEST TELEPHONE COMPANY, AT &T CABLE TV COMPANY AND OTHER UTIUTiES AND
THEIR RESPECTIVE SUCCESSORS AND ASSIGNS. UNDER AND UPON THE EXTERIOR 10 FEET
OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING EXISTING OR PROPOSED
ACCESS RIGHTS OF WAY AND TRACTS (BOTH PRIVATE AND PUBUC. AS WELL AS AN
EASEMENT WITHIN ALL PRIVATE ROADS, TRACTS, AND DRIVES, IN WHICH TO WSTALL,
LAY, CONSTRUCT, RENEW. OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS
WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS
SUBDIVISION. AND OTHER PROPERTY. WITH uTiUTY SERVICES. TOGETHER 1MTH THE RIGHT
TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED_
NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT. OR FOR TELEPHONE USE.
CABLE TELEVISION, FIRE OR POLICE SIGNALS. OR FOR OTHER PURPOSES. SHALL BE PLACED
UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT
ATTACHED TO A BUILDING.
RESTRICTIONS
1. NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED ANO SOLD
OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP
OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR
THE USE DISTRICT IN WHICH LOCATED.
NOTES:
1. SET I/2" REBAR AND CAP (LS 01332) AT ALL REAR CORNERS. SET TACK IN LEAD IN CURB
AT THE SIDE LOT UNES PRODUCED TO AN INTERSECTION WI TH THE CURB UNE.
2. TRACT "A" iS A JOINT ACCESS AND UTILITY TRACT.
3. THE LOT OWNERS OF LOTS 9. 10 AND 11 HAVE AN UNDIVIDED OWNERSHIP IN TRACT `A" AND
SHALL BE RESPONSIBLE FOR THE MAINTENANCE THEREOF.
4. THE RVE (5) FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 6 AND 7 IS FOR
THE BENEFIT OF LOT 5 AND 6. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE
MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITiES THEY HAVE BENEFIT OF USE.
AND SHALL EQUALLY SHARE iN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE
FACILITIES ' ISED IN COMMON.
5. THE FIVE (:;) FOOT DRAINAGE EASEMENT WITHIN LOTS 2, 13 AND 14 IS FOR THE BENEFIT CF
LOTS 13, 14 AND 15. THE OWNER OF SAID LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE
OF THAT PORTION OF THE DRAINAGE FAaLITiES THEY HAVE RENEflT OF USE. A'1n SMALL..
EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED
IN COMMON
6. THE FIVE W.,j FOOT DRAINAGE EASEMENT WITHIN LOT . IS FOR THE BENEFIT OF LOT 10.
THE OWNER OF SAID LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION
OF THE DRAINAGE FACIUTIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE iN
THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES USED IN COMMON.
7. THE FIVE (5) FOOT DRAINAGE EASEMENT WITHIN LOTS 1, 2 AND 3 IS FOR THE BENEFIT OF
LOTS 1, 2, 3 AND 4. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE
MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE.
AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE
FACIUTIES USED IN COMMON.
8. THE FIVE (5) FOOT DRAINAGE EASEMENT WITHIN LOTS 14 AND 15 IS FOR THE BENEFIT OF
LOT 16. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF
THAT PORTION OF THE DRAINAGE FACIUTIES THAT THEY HAVE BENEFIT OF USE, AND
SHALL EQUALLY SHARE THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES
USED IN COMMON.
9. THE TEN (10) FOOT DRAINAGE EASEMENT WITHIN LOT 9 IS FOR THE BENEFIT OF LOTS 1 -4.
THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION
OF THE DRAINAGE FACIUTIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE iN
THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES USED IN COMMON.
10. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS
SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM
DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FiLE
WITH THE CITY OF TUKMLA PUBUC WORKS DEPARTMENT. THIS PLAN SHALL BE SUBMITTED
WiTH THE APPUCATION FOR ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE
CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE
LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS. THE SYSTEMS SHALL
BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND AND SHALL COMPLY WITH PLANS
ON FILE.
11. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE
APPROVED PLAN AND PROFILE ON ALE WITH THE CITY OF TUKWILA
DEPARTMENT OF PUBUC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE
WRITTEN APPROVAL FROM THE PROPER AGENCY.
12. THE RESIDENCE ON LOT 15 SHALL BE PROVIDED WITH A SPRINKLER SYSTEM.
13. THE OWNERS OF LOTS 10 AND 11 OWN AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THE TREES
PLANTED ON THOSE LOTS AS REPLACEMENT TREES FOR TREES REMOVED IN STEEP SLOPE SENSITIVE AREAS.
LOTS 10 AND 11 ALSO OWN AND ARE RESPONSIBLE FOR THE MAINTENANCE OF THE TREES PLANTED TO
SCREEN THE STORM WATER DETENTION VAULT LOCATED ON THESE LOTS. THESE TREES ARE IDENTIFIED AS THE
"TREE REPLACEMENT AND VAULT SCREENING EASEMENT" AREA ON THE PLAT MAP. THESE TREES ARE
SUBJECT TO THE PROVISIONS OF TMC 18.54, TREE REGULATIONS, AND SHALL NOT BE REMOVED WITHOUT
PRIOR APPROVAL FROM THE CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT.
NOTE
THE DEVELOPER SHALL COMPLY WITH GEOTECHNICAL REPORT PREPARED BY GEOSPECTRUM
CONSULTANTS. INC. DATED FEBRUARY 10, 1998 AND SUBSEQUENT GEOTECHNICAL REPORTS.
APPLICANT IS TO INCLUDE. AS PART OF THEIR SINGLE FAMILY PERMIT APPLICATION, A LETTER FROM
THEIR GEOTECHNICAL ENGINEER THAT CERTIFIES ON A LOT BY LOT BASIS THAT THE HOME FOOTING AND
FOUNDATION DESIGN INCLUDING FOOTING/FOUNDATION DRAINAGE SYSTEM ADDRESSES AND FULFILLS THEIR
GEOTECHNICAL RECOMMENDATIONS.
DURING HOME CONSTRUCTION, THE GEOTECHNICAL ENGINEER IS TO OBSERVE THE IMPLEMENTATION OF
THE HOUSE DEVELOPMENT PLANS. FIELD REPORTS ARE TO BE SUBMITTED TO THE CITY AND TO
INCLUDE:
A) TEMPORARY EROSION CONTROL AND TEMPORARY EXCAVATIONS,
B) IMPLEMENTATIONS OF FOOTINGS. FOUNDATIONS. RETAINING WALLS. DRIVEWAY PLACEMENT
ANO ASSOCIATED DRAINAGE SYSTEM AND PLACEMENT OF BACKFILL
THE GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT BY LOT BASIS THAT THE WORK
HAS BEEN ACCOMPUSHED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS.
EACH OWNER IN ITS PURCHASE OF A LOT, HEREBY ACKNOWLEDGES THAT THE PLAT OF FOSTER HEIGHTS,
AS APPROVED BY THE CITY OF TUKWILA, CONTAINS AREAS CONSISTING OF STEEP SLOPES. EACH OWNER
HEREBY RELEASES THE CITY OF TUKWILA AND ITS OFFICERS. AGENTS AND EMPLOYEES FROM ALL CLAIMS.
' ` . ' ACTIONS, CAUSES OF ACTION. COSTS, ATTORNEYS AND EXPERTS FEES OR PROPERTY DAMAGE ARISING
FROM THE PRESENCE OF 3rEP SLOPES 'rri11:N THE PLAT, PROVIDED, THAT !HIS RELEASE SHALL UT
APPLY TO CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, A TTORNEY'S AND EXPERTS FEES AND
PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF
TUKWILA, ITS OFFICERS. AGENTS AND EMPLOYEES.
PRELIMINARY PLAT NO. L98 -0019
FINAL PLAT NO. L2000 -026
6
FOSTER HEIGHTS
A PORTION OF THE NE1 /4, SEC.22, T.23N., R.4E.
KING COUNTY, WASHINGTON
CITY OF TUKWILA
L
Nt
ai
0
I
S %UPE
O Y W y� 4
PARCEL 'D'
T.L. 0040000560 i
PREPARED BY
DRAWN BYI
S 87'52'34 E
126.11'
S 8 7'5 5' 58 "
VICINITY MAP
NTS
S. 144TH ST.
I T__
N
0
S 87'51'26 E
PARCEL 'A'
T.L. 0040000539
PARCEL 'B'
T.L 0040000550
PARCEL 'C'
T.L. 0040000554
315.06'
189.20'
0
0
7
•
S. 146TH ST.
INSTRUMENTATION
INSTRUMENT USED: FiVE SECOND TOTAL STATION.
FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM
WAS 1: 22000.
INDEX LOCATION:
THE NE1 /4 OF SEC. 22, T. 23 N., R. 4 E., W.M.
B ASIS OF BEARING:
NORTH LINE OF NORTHEAST QUARTER
N 87'49'18' W PER R.O.S. RECORDED IN VOLUME 30 OF SURVEYS. PAGE 57
S 87 '53'42" E 189.29'
S 87 '54'50"
189.20'
CLOSURE OF LOOPS
Zalma
ENGINEERS & S U R V E Y O R S
100 FRONT STREET SOUTH iSSAQUAH, WASHINGTON 98027 (425) 392 - 0250
JOB NO. 1736 -001 1736 -1 FP.DWG
CHECKED BYI DATE' SHEET'
MM WSH 6 -13 -01 2 OF 3
VOL, i PG.
v)
O
0
w
0
6
� 4
4 3
RECEIVED
JUL 1 9 2001
TUKWILA
PUBLIC WORKS
4
'I r
WITH COPPER PLUG &
PUNCH MARK J 04 NO
OF LiNE (ENCASED)
VISITED 7 -22 -97
1 318.09
FD 4 - x4 - L.C4NC. MCN.
WITH COPPER PLUG &
PUNCH MARK (ENCASED)
20 SANITARY SEINER
F 2" BRASS DISC
IN CONC. WITH PUNCH
MARK (ENCASED)
VISITED 7 -22 -97
WEST LINE LOT 1SOCk 4
ADAMS S HOME TRACTS
NORTH LINE LOT 14 BLOCK 4
r ADAMS HOME TRACTS
SIDEWALK
EASEMENT I SEF NOTE
PAGE 2
SEE NOTE 7 i �t
FADE 2 ! 5' WATER ESM'T
DEDICATED TO
- - J _- 1 _ wD 125, TYP
PRELIMINARY PLAT NO. L98-0019
FINAL PLAT NO. L2000 -026
10'
UTILITY
I EASEMENT
1 10' SANITARY
. SE xER E SM
_ _ _RECCRDING NO
j;,, 19990812000314
I SEE NOTE 8ONPAGE 2
I I OJW JV. f t.
I\ \ r 5" WATER ESM'T
SEE NOTE 4
ON PAGE 2
A PORTION OF THE NE1 /4, $EC.22, T.23N., R.4E.
KING COUNTY, WASHINGTON
CITY OF TUKWILA
90.76
SEE NOTE 5 &SON SHEET 2
OF 3 OF THIS PLAT.
6 500 SO F T Q o
SEE NOTE 4 2
ON PACE 2
5' PRIVATE i ! i
DRAINAGE
EASEMENT I
7 -1
3
FOSTER HEIGHTS
[ NORTH LINE w1/2 LOT 10 BLO 4
ADAMS HOME TRACTS
S
8751
E 189.46
.35.82
„ , SEE NOT: 5 ON PAGE 2
\ \c a , 15' POWER ESM'T
\ \
TO JLAI ILE C
ITY
/ 5' PRIVATE NAGE J '\ LIGHT - UPON P
/ uRAi ).1 C '
EASEMENT \
i 14 N� 4 i
6500 SC. FT _ _ - ,
\ \SEE NOTE 5 & 8 ON PAGE
� , �'+ 15" POWER ESM' /
SOUTH 145th STREET ,
ESM'T PER PECCUROIN0 NO. 1 999.3720003;44
y -- cit.� AtIV - - - - 5" PRIVATE DRAINAGE
6500 SO. FT
SEE NOTE 4
ON PACE 2
;o
BASIS OF 9EARING
10' PRIVATE I
62.88
SEE NOTE 5
Z ON PAGE 2
0 12
IJ
5547 S0. FT.
79 v u.
DRAINAGE
EASEMENT
8 9 \ \ -
r 6533 SO. FT. 1
6500 S0. FT. I SEE NOTE 3 ON PAGE
10' SANITARY T i SEE NOTE 9 ON PAGE 2 '"
SEWER ESM'T � _ -r 5'
RECORDING NO
199908120003141
60"88 - / _ 2
3.3
6500 S0. FT. - `�
7 �i
60.63
S 8836'57" E
2
6500 SO. FT
I SEE NOTE 7
PAGE 2
10' SANITARY
SEWER ESM'T
RECORDING NO
199908
1 !
6500 SO. FT.
SEE NOTE 7
PAGE 2
DRAWN BY'
MM
M
WATER ES
68.21
S 87 £ 315.06
DEDICATED TO THE PUBLIC FOR ROAD PURPOSES
UPON THE RECORDING OF THIS PLA S 146TH S
1'O' UTILITY
• EASE SENT ` ' '\
SANITARY SEWER EASEMENTS
AS SHOWN ARE PEP RECORDING
NUMBER 199903! 200031 4
W
n
0
2 _.EAST t INE w1/2 LOT 13 BLOCK 4
/
ADAMS HOME TRACTS
0 20 40
LEGEND
=OUNO MONu'MENr AS NOTED
® MONUMENT To BE SET
ROS RECORD OF SI;RvEY RECORDED ■N
VOLUME 30 OF SURVEYS, PAGE 57
OPIC:NAL _OT LINES
SET REBAP AND CAP. LS# ;
EAST LINE OF W1 /2 LOTS 10 AND 11
BLOCK 4 ADAMS HOME TRACTS
CURVE TABLE
NO DELTA RADIUS LENGTH
C1 9000'00" 25.00 .39.27
C2 72 25.00 31.76
C3 .37'38'36 46.00 30.22
C4 51'42'32" 46.00 41.51
C5 73'31'21" 46.00 59.03
C6 62'49'32" 46.00 50.44
C7 40'43'38" 46.00 32.70
CS 13'37'54" 25.00 5.95
C9 90'00'00" 25.00 39.27
C12 89 25.00 38.97
CI, 6211'01" 25.00 27.13
LINE TABLE
N(;. BEARING DISTANCE
LI S 8832'13' E 5.00
L2 S 25'42'41" E ' 16.9 7
L.: S 25'42'41" E 7.52
L4 S 25'42'41" C 3.46
NORTH LINE I 2 BLOC',
s\D aIJR r,:tu_ :PA;_TS
15' IiP.L;TY ISM'T
REC. NO 1 ;9903 1 2000315
L
wa «o ESU'T
S d 189.29
132. 1:5
PRIVATE
ORAINA. •
11 EASEMENT I
6500 SO.
FT
650 2 NOTE 3 ON RAG, 1 t 1 I 2
NOTE 6 O N SAC:.
NOTE ! 3 JN PAOE 2
112.54 • 1-'
` 8754'50' E 139.36
- 6503 S0 FT. 10
w 10. SAN. SEWER EASEMENT
° -
` n aECORDING NO.1999031 _2000314
1 \ SEE NOTE 3 ON PAGE 2
SEE NOTE 6 ON PACE 2
\ SEE NOTE 13 ON PAGE 2
120.99
5 8 E 189.20
SOUTH LINE LOT 12 BLOCK 4
ADAMS laCMC 'PACTS
CHECKED BY1
WSH
II
ED. CONC. MON. MTH
LEAD & PUNCH MARK
(ENCASED)
VISITED 7 -22 -97
PREPARED BY
Balma & Holmberg Inc.
25' PUBLIC DRAINAGE
EASEM'EN'T .AND
PRIVATE TREE
REPLACMENT
AND VAULT
SCREENING
EASEM N T
_ I CALCULATED
REEVED
JUL 1 P 710'
TUKWILA
PUBLIC WORKS
E N G I N t E R 5 & 3 I1 R V E Y O R S
100 FRONT STREET SOUTH ISSAQUAH, WASHINGTON 98027 (425) 392 - 0250
JOB NO. 1736 -001 1736 -1 FP.DwG
DATE' SHEET'
6 -13 -01 3 OF 3
INTERSECTION
POSITION
4 y •
DESIGNED TJR
DRAWN JEF
CHECKED TJR
T� SERIACE
LOT 15 OILY
- I I 45' D.I. C142
ESIAT
1 \ 1
\ 1 -8" 45' BftsID (NJ)
W/ THRUST BLOCKING
a WATVP cwt 1 \ 1 I
5' WAiER ESMT.
I- DEDICATED TO I
WD 126, TYP.
16 -BOX MAILBOX RAkCK
WITH MINIMUM
5' CLEARANCE BETWOrN
MAILBOX & BACK OF IDEWAI$<
-SEE DETAIL
WOOD FEN
/ POSH
EXIST. WET
O`Bi'
D ABI4NDO D PER
.O.E. jEQUI MENTS
I 9 TF1 AFFIC EARING
I LID ON METIER BOX
TOP OF CURB = 464.23±
1 -FIRE HYDRANT PER
DISTRICT STANDARDS
1 -8 "x6" TEE (MJxFL)
1 -6" GATE VALVE (FL)
W/ THRUST BLOCKING
1 -FIRE HYDRANT PER
DISTRICT STANDARDS
1 -8 "x6" TEE (MJxFL)
1 -6" GATE VALVE (FL)
W/ THRUST BLOCKING
TYPE III
BARRICADE
1 -8" TEE (FL) ,It !
2 -8" GATE VALVE (FLxMJ) '
1 -8" ADAPTER (FLxMJ)
W/ THRUST BLOCKING I
REVISED PER PACE REVIEW
S FINAL Gn1RBLTE4 P IAN
.S
2 REVISED PER PACE & CITY REVIEW
REVISION
87'24" iy 126.11'
O
1 -8" TAPPING TEE (FL)
1 -8" TAPPING GATE VALVE (FLxMJ)
WI THRUST BLOCKING
► /r�kn 4 ow TJ R
X21 /II RGH TJR
JEF TJR
DATE by APP'D
S /146TH
1 HLSE_ PLANS ARL "AS- BUILT"
AND THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
DATE:: s -z000
G11�
WILLIAM SHUPE H(II MBERG PLS 11332
1 -FIRE HYDRANT PER
DISTRICT STANDARDS
1 -8 "x6" TEE ( MJxFL)
1 -8" PLUG (MJ)
1 -6" GATE VALVE (FL)
W/ THRUST BLOCKING
1. ALL MATERIAL SPECIFICATIONS AND CONSTRUCTION
TECHNIQUES SHALL CONFORM TO THE REQUIREMENTS OF WATER
DISTRICT 125.
2. ALL LOTS SHALL HAVE INDIVIDUAL PRV'S, INSTALLED ON THE
DOWNSTREAM SIDE OF THE METERS.
3. THE LOT 15 RESIDENCE SHALL BE PROVIDED WITH A
SPRINKLER SYSTEM.
1 -8" VERTICAL 22.5' BEND (MJ)
WLTHRUST BLOCKING
I (RELOATE \EXISTNG '
. (FIRE' HYDRA,NT\ TO I
BEHIND SID WA
SCALE
SURVEY TEAM
RID ROOK
1 -4 "x8" TEE (FLxMJ)
1 -8" GATE VALVE (FLxMJ)
1 -4 "x8" REDUCER (FL)
W/ THRUST BLOCKING
ABANDON EXISTING
WATER METER &
PLUG CORP STOP
( ) AT THE MAIN
JUNE 16, 1999
EXPIRES 11 /30/00
OWNER
TRIDOR INC.
ATTN. SCOTT WIKLOF
2226 EWOTT
SEATTLE, WA 98121
206/443 - 7735
LEGAL DESCRIPTION
LOTS 12 AND 14, TOGETHER WITH THE WEST HALF OF LOTS
10, 11 AND 13, ALL IN BLOCK 4, PLAT OF ADAMS HOME
TRACTS, RECORDED IN VOLUME 11 OF PLATS, PAGE 31,
RECORDS OF KING COUNTY, WASHINGTON.
FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE
LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000.
IN ACCORDANCE WITH WAC 332 - 130 -100.
DATUM
ASSUMED DATUM
WATER DISTRICT NO.125 STANDARD NOTES:
1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED
FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION
SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN
SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL
CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1- 800 - 424 -5555)
PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE
CONTACTED IF A UTILITY CONFLICT EXISTS.
2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS
IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION.
3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING.
4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE
REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE
ENGINEER'S DESIGN.
5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS, AND WD #125 SPECIFICATIONS.
6. CONTRACTOR SHALL FURNISH ALL MATERIALS.
7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR
MECHANICAL JOINT, CEMENT LINED (ANSI A21.4), EXTERIOR COATED WITH
COAL TAR VARNISH. INSTALLATION TO BE IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON
AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21.10,
A21.11, 816.2, B16.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI
AND WILL BE CEMENT LINED.
8. ALL GATE VALVES TO BE MUELLER. ALL HYDRANTS TO BE MUELLER.
9. CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR. WD #125
SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS
IN ADVANCE.
10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED.
11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED
STEEL, OR ROMAC SST WITH STAINLESS STEEL FLANGE.
12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES
AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND LIVE TAPS.
13. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES.
14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES.
15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125
SUPERINTENDENT.
16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD
#125 SUPERINTENDENT OR DISTRICT ENGINEER.
18. REFER TO WD #125 CONDITIONS AND STANDARDS, FOR ALL REMAINING
NOTES AND DETAILS.
19. PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING
WATER METER.
20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'.
21. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION.
22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST
REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT
ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95%
MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D -1557. ALL OTHER AREAS
TO BE 90% MAXIMUM DENSITY MODIFIED PROCTOR.
23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE
INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS.
24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA
REQUIREMENTS.
25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY
CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER.
26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES,
VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE
RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO.
125 STANDARDS.
27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE
WITNESSED EILIsygg NO 125. \
U fl UNE, ITS corny
Call
before you
d�9•
1- 800 - 424 -5555
UNDERGROUND SERVICE USA
VICINITY MAP
NTS
NOTE:
- SITE
TRIDOR INC.
FOSTER HEIGHTS WATER EXTENSION
WATER PLAN
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 - 800 - 424 - 5555 .
JOB NO. 99154 -80
4
KING COUNTY WATER DISTRICT NO. 125
CPU F1LE t 1422 -4WI A.DWG
0
+43.47
STREET
LIGHT
(TYP.)
FIRE
• HYDRANT
5' PRIVA
DRAINAGE ESMT
5' PRIVATE
DRAINAGE
EASEMENT
•
5' WATER ESMT.
DEDICATED TO
WD 125, TYP.
-BOX MAILBOX RACK
TH MINIMUM
LEARANCE BETWEEN
BOX & BACK OF SIDEWALK
DETAIL
5'
WALK
MENT
LOT LINE TO BE
'ELIMINATED
3
4 * -
tj
WOOD FENCE
POST!.
POST •
5' PRIVATE
DRAINAGE
ESMT
8" SE WE
PRIVATE
C8# 14
PRIVATE ,
MIN. 20' WIDE DRIVEWAY
FOR FIRE DEPARTMENT
TURNAROUND
"NO PARKING ON
ASPHALT" SIGNS ALONG
WALKWAY ® 100'
SPACING, TYP.
WIDEN EXISTING ASPHALT
EXISTING tt ROAD 5' MIN. FOR PEDESTRIAN
T AS IO WALKWAY TO 46TH AVE S.
- SEE DETAIL
ENTERING SIGHT DISTANCE
438 FEET LOOKING WEST
323 FEET LOOKING EAST
(INSTRUMENT HEIGHT = 3.50 FEET,
MEASURED 10 FEET OFF EDGE OF
ASPHALT, OBJECT HEIGHT = 4.25 FEET)
POSTED SPEED LIMIT = 25 MPH
STA. 3 +25
END
IMPROVEMENTS
TOP OF CURB-464.23±
f. ,
RELOCATE EXISTING
FENCE AS NEEDED, -
TYP.
TYPE III
BARRICADE
B 8" THERMOPLASTIC EDGE
ARATE PEDESTRIAN
•o FROM AUTOS .
TO CITY OF .1UKWILA
FOSTER HEIGHTS
YARD -
CESFIRE S HYDRANT
ESMT
EXISTING •
Call
before you
DIg.
1 -500- 424 -5555
UNDERGROUND SERVICE (USA
NOTE:
THESE PLANS ARE "AS- BUILT"
AND THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
WILLIAM SHUPE HOL M BE �332
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555.
4
SHEET
7 of 8
JOB NO. 1422 -004
DRAVING NO. 1422 - 4C1
- -4
'ENCL
"NO PARKING ON
ASPHALT" SIGNS ALONG
WALKWAY ® 100'
SPACING, TYP.
1_
STA. 3 +00
ENTERING SIGHT DISTANCE
438 FEET LOOKING WEST
323 FEET LOOKING EAST
(INSTRUMENT HEIGHT = 3.50 FEET,
MEASURED 10 FEET OFF EDGE OF
ASPHALT, OBJECT HEIGHT = 4.25 FEET)
POSTED SPEED LIMIT = 25 MPH
TYPE III
BARRICADEi
STA. 3+25
END I \\ \
IMPROVEMENTS
STA. 3+10, 27'LT
CURB INLET BOX
RIM =46374 463,
IN V= 4'56.99.-3
END ROOCERY
TOP =466.0
TOE =463.2
TOP= 468.0
TOE =464.2
TOP OF CURB = 464.23±
TOP =468.9
TOE =465.0
S -A. 1+ 50
-BEGIN ROCKERY
TOP =469.0
TOE =466.5
RELOCATE UTIUTIES
AS NEEDED. TYP.
RELOCATE EXISTING
FENCE AS HEEDED. -
WIDEN EXISTING ASPHALT TYP
EXISTING ROAD 5' MIN. FOR PEDESTRIAN _
T AS WALKWAY TO 46TH AVE S.
TYP. - SEE DETAIL
ita
1
1
GB
R 1Ay �'�73.eq
guy ti t7 /. 4.4
o . 'C 2C
STA. 3+24, 13.25 RT
CB# 12, TYPE I
RIM= 4 744{,1.7f.
INV =4587634511.78
32' --12" SD 0 4 -6911 2.81 %,
� STA. 1 2 +92.4. 13.25'RT i
CB# `1, TYPE I i I
RIM=4C2.31
I 4NyZ
INV= 4
` \ WHEELCHAIR i
AMP, TYP.
`...k � 44 ' 2" S D
b & '
1 MILIMIL\1III AIMI IP - - ___ tyIIIIINKi i
• - - -- - _ 7 -
STA. 0 +49\ 13.2 \ ' T
cst 10, TYPE I
I W / VANED (RATE DRAT AGE EMT
I ` RIM 6Fi
4$8 .451. 4 1 ` y�/ VANE "GRA
STREE INV = 461-26 434.
IGH Rlld - 110.0
L T ' ;
(TYP.)‘ WATER .
1
EDICAT E O
\ 6 w 125, ". \
\ \ ` 1
5' WAN1ER ESM T.
DEDICATED TO II
WD 125. TYP. 1
BOX MAILBOX Ri\CK
TH MINIMUM
ARAN CE BETWEEN
OX do BACK IDEWALII(
DETAIL
101 '-12" HDPP D
1C 14{1449 ; i9. I
W /(2) PIPE ANCHORS
PACED ALONG PIPE I
SEE DETAIL I
\ . 1 I
1 1101
EXIST,. WE Td if
I 1 AB AND 1
O14ED PER
O.E. REQUI MENTIS
[ AIN AGE E I l _
RIVA+E CB# 6
\
W/ LOOKING G
1tIM = 4 7.00
INV= 4.2a -QG 95
\ I `�
PRIVATE 1 I
CB# 13, TYPE 11 r
WI LOCKING
VANED GRATFo
RIM =411 0
" THERMOPLASTI
MIN. 20 MADE DRIVEWAX' I 1 ( / I
EXIST: CB
RIM =377.7
INV= 5.0
SCALE 1' = 30'
° 1O CITY CIF
8" ADS N -12
TIGHTUNE I
FROM ROCKERY
DRAIN 0 1% MAIN.
FOSTER HEIGHTS
146TH ° ST.
CAU ON
TO SD C
VERIFY C
R,M : 454. z
/NV c 430.61
ATERLINE PRIOR STA. 2 +49.89
STRUCTION TO CB# 12, TYPE I
ARANCE W/ VANED GRATE
RIM = 443+6±
;; - < - (MATCH PAVING)
CB# 7, TYPE I
WI THROUGH
CURB INLET
RIM = 4'396 4 ,4. /S
INV= 4'8-60 434 .4E
CB# 5, TYPE II -54"
W/ SOLID LOCKING UD
STA. 2 +74, 18.5'RT
RIM= 42i.GG 4Z(..19
INV = 44'&66 4 -17.63
N 87'53'42"
V - *#•4-16 --�-- !d
0
THESE PLANS ARE "AS- BUILT"
AND THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
DATE: !Z- O5 -z°OO
'WILLIAM M SHUPE SHUPE HOL ER PLS 332
CB# 4, TYPE II - 48
WI SOUD LOCKING LID
RIM = 43.66± 413
INV =464,13 408 4
15' UTILITY
`[ EASEMENT
CONSTRUCT/REBUILD
ROCKLINED DITCH
-SEE DETAIL
CB# 3, TYPE II -48" rL
WI SOUD LOCKING LID
RIM =38696
INV= 388-414W)
INV =3 4A(S)
I Zo
4.24'^ 12" HDPP 0 2
W/ (2) PIPE ANCHORS
SPACED ALONG PIPE
EXISTING 12
DETENTION/WATER
QUALITY VAULT
- SEE DETAIL
•
CB# 2, TYPE II -48"
RIM = 38+46± 3 79.73
INV= 376, 67(12 "W) 3 76.33
INV =3 73.20(6 "dc12 "E)3 73
CB# 1, TYPE I
CONSTRUCT OVER
EXIST. SD
RIM = 3464 375./I
(MATCH ROAD)
INV =374 (VERIFY 31Z.74
PRIOR TO VAULT
CONSTRUCTION)
Call
before you
D� 9.
1- 800 - 424 -5555
UNDERGROUND SERVICE (USA)
OWNER
HAPPY VALLEY LAND CO.
P.O. BOX 1324
ISSAQUAH, WA 98027
INSTRUMENTATION
NOTE
VICINITY MAP
NTS
INDEX
1 ROAD /STORM /GRADING PLAN
2 ROAD /STORM PROFILES
3 ROAD /STORM PROFILES
4 OFFSITE WALKWAY
5 NOTES /DETAILS
6 STANDARD DETAILS
7 COMPOSITE UTILITY PLAN
8 T.E.S.C. PLAN
INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE
MEASURING UNIT.
FIELD SURVEY CONTROL WAS BY CLOSED TRA\ERSE
LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000,
IN ACCORDANCE WITH WAC 332 - 130 -100.
1. UNLESS OTHERWISE SPECIFIED, ALL STORM
PIPE (SD) SHALL BE ADS N -12 OR EQUAL.
2. STREET LIGHT MATERIALS AND
CONSTRUCTION SHALL MEET CITY OF
TUKWILA STANDARDS.
3. INTERIOR ROADS SHALL HAVE
THERMOPLASTIC CROSSWALK AND STOP BAR
STRIPING AND CENTERLINE BUTTONS.
4. INSTALL STREET NAME SIGNS, STOP
SIGNS, ETC. PER CITY OF TUKWILA
STANDARDS.
APPROXIMATE CUT = 1.150 CUBIC YARDS
APPROXIMATE FILL = 400 CUBIC YARDS
LEGAL DESCRIPTION
LOTS 12 AND 14, TOGETHER WITH THE WEST HALF OF LOTS
10, 11 AND 13, ALL IN BLOCK 4, PLAT OF ADAMS HOME
TRACTS, RECORDED IN VOLUME 11 OF PLATS, PAGE 31,
RECORDS OF KING COUNTY, WASHINGTON.
caost
A \� ORIMC IMOONNOUID
MAITY UNIX rYS OOMY
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 - 5555.
DATE 2/10/98
JOB NO, 1422 -004
DRAWING NO.1422 -4C1
SHEET Q
File: D 02 -0051
35mm Drawing
#1
11 X 17 /MINTED ON NO. 1000N CIEARPRINT •
ref: Preliminary Plat Map by Baima & Holmberg Inc.
dated 9/12/97, reduced scale 1" =.60'
I 15' EASEMENT drainage/seepage GEOSPECTRUM CONSULTANTS, INC.
Proj. No.98 -103
SITE EXPLORATIONS PLAN
Proposed Foster Heights Development
South 146th Street & 51st Avenue South
Tukwila, Washington
Date 2/98
Figure