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HomeMy WebLinkAboutPermit D02-158 - FOSTER HEIGHTS - LOT 4 NEW SINGLE FAMILY RESIDENCED02 -158 FOSTER HEIGHTS LOT 4 14520 47thAve. So. SEE ALSO: M02 -120 8 . /+j♦ City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2 Z Permit Center Authorized Signature: ^-- fie. em__-- Date: Z re 2 I hereby certify that I have read and examine this permit and know the same to be true and correct. All provisions of law and 6 J U ordinances governing this work will be complied with, whether specified herein or not. U 0 u, 0 The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws w = regulating construction or the p rforman e of work : am authorized to sign and obtain this developmen permit. N �` 0 Signature: / // Date: C. w { g J Print Name: ' r 2 G N C'1 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 Z t suspended or abandoned for a period of 180 days from the last inspection. Z 0 uj Ca O w < O H W W ` Z u. O . ai t o ~ O~ Lj Ni Z i '� ^nrl,.. S f�➢. 0.. ; - ,-" :, r. . yypp kIW fr; i s.JF : 41f.„ y n doc: Devperm D02 -158 Printed: 07 -01 -2002 • .. _ --v.• ._ - _ , .........C.._ . .a_ . tH. Vw+. WM( M .r.!rvrv.o..r.n.w..wrwrx*.M.M v.w...W&.. vVev.. �OJ.4. . � i r ,ViVt A, v y . • Ci ty of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS I I- Parcel No.: 2610000040 Permit Number: D02 -158 w Address: 14520 47 AV S TUKW Status: ISSUED Q 2 Suite No: Applied Date: 06/11/2002 U Tenant: FOSTER HEIGHTS - LOT 4 Issue Date: 07/01/2002 0 to w J 1: ** *BUILDING DEPARTMENT * ** to u. 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. w 0 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by Q that agency, including all gas o —' piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be w inspected by that agency Z = (206- 835 - 1111). 0 5: All mechanical work shall be under separate permit issued by the City of Tukwila. W O 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These 2 j documents are to be D 0. maintained and available until final inspection approval is granted. 0 H : 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. w Documents shall bear the seal and I 0 . signature of a Washington State Professional Engineer. ~ H 11 0 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 ti.i �• rating thereof. H 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as Z ~ 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: All wood to remain in placed concrete shall be treated wood. • 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State • Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 17: ** *PUBLIC WORKS DEPARTMENT * ** :.. 18: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 �;,. -�r hours in advance. 19: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. d h" 20: Any material spilled onto any street shall be cleaned up immediately. M 21: Clean and remove debris from City catch basin in and around hauling routes. Provide adequate temporary access as not to ti interfere with other vehicle movement or cause trucks to travel over curbs. All vehicles must make a complete stop prior to entering public right -of -way.; .,A 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into .' existing drainage facilities. x.t,. doc: Conditions D02 -158 Printed: 07 -01 -2002 e.,;az:.=` fie is :.1 r� "l4.Xi:""^• n,4 >nrJl.' ✓x:.NctGs�. 4c�� - i r:�r ti : , i a( ":•'''. " • , C it of I u kwi1a 'y Y x Y909 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 23: 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 Z greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. , 1 w Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and 6 = following storms. -J U UO 24: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All (n 0 disturbed areas of the site shall be u) W permanently stabilized prior to final construction approval. -I H 25: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and uj W W 0 prior to the Final Inspection. 26: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be g a maximum of 15 %. Turning radii LL < a shall be a minimum of 5'. a 27: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. H W 28: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. Z H 29: APPLICANT SHALL FOLLOW ALL THE CONDITIONS OF FINAL PLAT L2000 -026 AND COMPLY WITH GEOTECHNICAL H 0 REPORT PREPARED BY GEOSPECTRUM CONSULTANTS, INC. DATED FEBRUARY W H 10, 1998. GEOTECHNICAL ENGINEER SGHALL OBSERVE THE IMPLEMENTATION OF THE SINGLE FAMILY RESIDENCE PLANS ? Q DURING CONSTRUCTION. FIELD REPORTS ARE TO BE SUBMITTED U TO PUBLIC WORKS IN A TIMELY MANNER AND SHALL INCLUDE: A) TEMPORARY EROSION AND EXCAVATION B) O— IMPLEMENTATION OF FOOTINGS, FOUNDATIONS, RETAINING WALLS, DRIVEWAY W H. PLACEMENT AND ASSOCIATED DRAINAGE SYSTEM AND BACKFILL PLACEMENT. PRIOR TO FINAL PERMIT SIGN -OFF THE 0 I GEOTECHNICAL ENGINEER IS TO PROVIDE CERTIFICATION ON A LOT W ~ BY LOT BASIS THAT THE WORK HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS - Z REFER TO FEB 10, 1998 GEOTECHNICAL EVALUATION PREPARED BY W U GEOSPECTRUM CONSULTANTS, INC., P.O. BOX 276 • � ' ISSAQUAH, WA 98027 -0276, PHONE NO. (425)391 -4228. O Z 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. _ n .,--- , z,,,F / . Signature: e Date: Print Name: 7 / ? ( l� %; € . '' w I ' I .. :1:A: � t ' doc: Conditions D02 -158 Printed: 07 -01 -2002 . .wwt wrf • . Y :.. ' :.WidMS[J:tiu" r4i4.?. ::•145...'041.MYNf!s'wtvnwP twrcyNrrxwcM . .._ .� .._ .. , . . ....,...... ._ .,... „, . 5 , . I , , tf 4. . . .0 1 , s , CITY OF T( 'WILA • R STAFF USE ONLY . 4 ` g Permit Center Project Number: ��a 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 "1 O 158 t (206) 431 - 3670 Permit Number: 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. Project Name/Tenant: Value of C s c n: - O. r l - YL. �'XC-) \- 1 `' ©oo Site Address:, City State/Zip: umber: DO b Z o `T AO S v as Property Owner: Phone: Lo e∎ C� C,LASS ((._._ tl'-1 LS 2- o �'so . 1 C4 )- Street Addres . City State /Zip: Fax #t: . Alg?M no Jet cl Ersuu.A.c,L-Jt•---D A ` oz,2 ,kvU SID 1'nS Contractor: �� Phone: E Street Address: City State /Zip: Fax #: Architect: Phone: C... ?(L& & 0E:S1e cJ — ZS3 Le 3 \ 1p cs-t.0`-1 Street Address: City State /Zip: Fax #: 1L -12oS 7s ~�^ YL. -,vc ,;)A 9%01-1 Z &'ME Engineer: Phone: EC) t- C N•C- 3 0 e-cs-lo 1,( l Z Street Address: City State /Zip: Fax #t: 1 _21 2 5E 2 ,12 - 9 - ` S 1 t 6LJAC. D \ ON) ` MO I 0 -� ~ W CL Person: Phone: i aki Q DES VC\6 2 -5 L497 I CoShA QQ Street Address: _ City State /Zip: Fa #: U 0 I L-12�' S c 2-S -71-11 ?L. V \ , . � A t92e 1 - { �. eD t�- 4 0 ❑ cow Description of work to be done: / �`�,t�� �Z 7 "A iyd -J i f or 171-0 # ' U) u_ es fr w� Type of work: New Single - Family Residence ❑ Ad - Single - Family Residence 2� ❑ Interior Remodel- Single - Family Residence El Residential Accessory Structure* u j ❑ Remodel /Addition to Accessory Structure CI Garage(s) N a 2 . ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof H- _ Z I _ Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) I— O Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) W sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck U ❑ co Propose New Square Footage: 2000 sq. ft..pwe lling G.' sq. ft. Covered s I7! sq. ft. Garage /Carport ‘0 sg EITA "IS St G44ire(s) / sq. ft. Uncovered Deck (3 W w W 2 ~ U Floor Area Ratio: (total floor area of all structures divided by the area of the lot) d ��,�a Aze ( ,.. s ue u _ H *For an Accessory dwelling, provide the following: lit Z Lot area Floor area of principal dwelling Floor area of accessory dwelling U 2 ~ O * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Z • APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) El Channelization /Striping Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): , ❑ Flood Control Zone Hauling F Land Altering: ® Cut 1 IL cubic yds. ® Fill I I Z cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Water Meter /Permanent It 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- i f ~n,. ~ 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 a � pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon I � ' � r 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. rii . ' Date application accepted: Date application expires: Application taken b :initials l,` PP P PP P PP Y (initials) �. � 6 / / — D Z 42 . //-o2 .�. S l . PLEASE SIGN BACK OF APPLICATION FORM I. -' SIPERMIT.DOC 2/13/97 41 MINI■ "Ili all -' A L SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ■ Y 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 Y BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. 1 ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) El ❑ 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, z downspouts and foundation drains, and where drains tie -in. • 7. Parking plan. w 8. Lowest building elevation (if in Flood Control Zone). rr 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. o 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. u o 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the w shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). J • 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the w 0 high water mark. 2 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form g H -9). ❑ ❑ Foundation plan and details I- _ ❑ ❑ Floor plan z ❑ ❑ Roof plan w O w ❑ 71 Building elevations (all views) 2 • p ❑ ❑ Building height o cn ❑ ❑ Building cross - section ~ w W ❑ ❑ Structural framing plans and details necessary to completely describe construction I v ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available — 0 at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. v cn 1:71 ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, p I— , Variance, Shoreline or Tree Permit). z • ❑ ❑ 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 FREI:w ; by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and o btain 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 t ' : ' PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNS OR AUAHORIZ AGEN • � ; Signature: a Date: 6 `� f�� r te - D /� f li e�� 3 _ /1 o Fax #: j Print name: fr. c � � �8 Address cit /State /Zip: , Irma , Ala lap SFPERIVIIT.DOC 2/13/97 auk .aft .2 �' "" +uklx . ,,..n.u, ..w !,". ....... o ..a— ,vxw.. _.. ., .. a..........„...,.,. . _ "i'M.tliLlt''JaY• .. _ ...._... .. ""4.11 M•u . — ( .■ ...- — . -,-, . . . .../ .... • (/: °it) (e4iNt ' AI ' 4 .4 i t i City of 1..ukwila lioe . . 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 z RECEIPT re Ns 6 D Parcel No.: 2610000040 Permit Number: D02-158 _., 0 O 0 Address: 14520 47 AV S TUKW Status: PENDING u) ul Suite No: Applied Date: 06/11/2002 Applicant: FOSTER HEIGHTS - LOT 4 Issue Date: (0 ti.. , uj 0 Receipt No.: R020000770 Payment Amount: 1,432.18 ' 2 ? - g 5 u_ < u) D Initials: SKS Payment Date: 06/11/2002 10:41 AM 1 a User ID: 1165 Balance: $2,207.85 I— ILI Z - 1— 0 Z i Payee: LONG CLASSIC HOMES ILI tu 2 D D 0 0 ' 0 D. TRANSACTION LIST: 0 !— • Type Method Description Iii w I 0 Amount I— = 0 i Payment Check 594 1,432.18 tii Z 0 9- . P. X z . ACCOUNT ITEM LIST: Description Account Code Current Pmts , 1 PLAN CHECK - NONRES 000/345.830 1,432.18 . . . Total: 1,432.18 - - , ,,,m ',-- f OZ LPINO ' ;1-1';', 4lik,1";44L'hi,• ;;;;. .1: i 4.0 111 ii, , 10 i 777: )6/I.'', '7'i. , Trric-1 :77 -7 V5.1:14Q doc: Receipt Printed: 06-11-2002 • . , • • r .-- , ,•■ PERMIT NO.: 'b02.- I S TENANT NAME: 't 0 °-' --- 2.r t,.1 FSC, H`'✓ L01 BUILDING PERMITS INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status RI 10001 No changes will be made to the plans unless approved ' 0 2 Pre- construction by the Engineer and the Tukwila Building Division 3 Investigation 10002 Plumbing permits shall be obtained through King Co 4 OK to Occupy 10003 Electrical permits obtained through L & I 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit Z ❑ 6 Follow -up 10005 All permits, insp records & approved plans available • 1 z 7 Pre -Move Inspection 10006 All structural concrete shall be special inspected ,H Z 0 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified CC 2 ® 60 WA Ventilation/Indoor AQC inspector 6 D ❑ 70 NLEA Inspection/Modular Struct ❑ 10008 All high - strength bolting shall be special inspected U O ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected N 0 H 72 Marriage Lines . ❑ 10010 When special inspection is required...notify Tukwila ) W 90 Rested Building Division 3 95 Footing Drains ❑ 10011 The special inspector shall submit a final signed report CO u _ ® 100 Foundation Footings ❑ 10012 My new ceiling grid and light fixture installation w 0 DR 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid 2 ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment L g� n ❑ . 300 Concrete Slab/ lab Insulation sa 10015 Engineered truss drawings & talcs shall be on site Li- < 350 Crawl Space kt DE U.Pst e O R. 10016 Any exposed insulation backing material shall have tQ d 400 Shear Wall ailing ❑ 10017 Subgrade preparation including drainage, excavation s W 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying fire Z H 500 Roof Sheathing Nailing retardant class of roof Z 525 Plywood Deck Nailing ® 10019 All construction to be done in conformance w /approved Z fa 550 Exterior Wall Sheathing plans W • W ❑ 600 Masonry Chimney - ❑ 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project U to 700 Framing ❑ 10021 All food preparation establishments must have King Co 0 O to 750 Roof/Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of 800 Floor Insulation 10023 Notify Building Division prior to placing any concrete = W 801 Wall Insulation 0 10024 All spray applied fireproofing shall be special inspected l 802 Exterior Roof Insulation co 10025 All wood to remain in placed concrete shall be treated _ p . 51, 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected Z ❑ 815 Lighting and Controls ❑ 10027 Validity of Permit o N ❑ 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit 17- H a 1000 Interior Wallboard Fastening ° z 0 1001 Exterior Wallboard Fastening 1 10030 No occupancy of building until final insp by Bldg Div ❑ 1110 Pre -Move Inspection ❑ 10031 Comply with requirements of TMC 16.04 ❑ 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat 0 1120 Pre -Demo concrete ❑ 1140 Pre- reroof ❑ 10034 Removal of septic tanks require approval and 1 1400 Final -Fire compliance with King Co Health Dept. 1700 Final - Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect 1900 Final- Reroof ❑ 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit . ❑ 4000 Special - Concrete ❑ 10038 A C of O will be required for this permit ❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI who the limits of the SC Mall , ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress . ' ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 4004 Special - Welding gJ 10041 Ventilation is required for all new rooms & spaces ❑ 4005 Special - High - Strength Bolting ❑ 4006 Special - Structural Masonry 10042 Fuel burning appliances 10043 Appliances, a ❑ 4007 Special - Reinf Gypsum Concrete PP � , which t generate I' �` �� { .j :�•�: ❑ 4008 Special Insulating Conc Fill 10044 Water heater shall be anchored A;e.'A 1�I'' ❑ 4009 Special -Spray Fireproofing ❑ 10045 .Reroof +a: '`' , .fix, ❑ 4010 Special- Piling, Piers, Caissons ❑ Anchoring — All new construct and substantial f = '!; ;� ;s ❑ 4011 Special- Shotcrete improvement shall be anchored to prevent flotation" . '' !_• ` (3 4012 Special- Grading, Excav/Fill , ku ❑ 4013 Special- Retaining Wall \ 5 r } ❑ 4014 Special- Panels Plan Reviewer; C.� Date: 2 /Z'•riZ.„_ 'a flowi ❑ 4015 Special -Smoke Control System k /� g J / :140: , Permit Tech Date• ; ' ` '' r " '" ' -1 , ' [ r u 0 ti . ' y ��...,,--. ..._.,......,.,._..,.,,.M..n... ....... w...+ w....w.r.nva+...ar+wwtwnai... - r�.- -- .-...,+.« w. y .w... *.........,.,_.,..,,..... nnrn7a! *'wn.1•` >:x7 M1K.cxv+.....n. 1 ■ - ' Z F re n J UO . INSPECTION RECORD ❑ N i � - _ v� w Reta a copy with permit '" -S F INSPE ION NO. PERM •. / U) u_ CITY OF TUKWILA BUILDING DIVISION 4..4 la 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (216)431-3670 J i ' Pr.'-ct: Type of Inspecti.. Q Q moo 11116 - t.° 1- .ter • W A , dress: C! I' Date Called: i I V , � l J�)D3 � . Spe Date Wanted. 5 ) 1 No3 Requester � � 1 'nn D l l Ph ne NQ• � � O N s T?N1 0 1— =U Approved per applicable codes. El Corrections required prior to approval. I . F- .f COMMENTS: ' i11 Z , p o....,..i.v., --: - .. ;: s2 .. 0 u) e3,'",-til-&) i= -±- - Z ,. d\L- --- ce-) ... 1 - 4 , ,,et.„, ] I : n , ins ector: Date: 4 )‘) c ��'" is 1 0 s. a, y `, 47.00 REINSPECTION FE SQUIRED. Prior 1 t inspection, fee must be '4 i ' `t'`' ;v eC .4't paid at 6300 Southcenter BI d S uite 100. Cal to schedule reinspection. 1 Receipt No.: Date: ><fh 1 i�( I . ...... y" FR A , .. , ... .„,, , . ,,,,„ S,Va• r:: ill.i`liki S 0,,,A,.14,S K? :i.S,.. .15' i;.w.:' ∎, . -_. - _ - - • _ 2 ■ �Z INSPECTION RECORD o � 0�— }�$ v) w Retain a copy with permit a w 1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION w 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 Project: TS Type of Inspection: Q Address:, { D0� J . it r — ih St Date Called: 3 . 17--0 ifE H Special Instructions: LOS 3 -jg- 0 Date Wanted: a ? F - . p.. I- O Requester: . W w �rren 20 Phone No: 0 H 2S3- -1 6 -bo77 W — Approved'per applicable codes. 0 Corrections required prior to approval. H U COMMENTS: u. Z w � U = O (CAS /?f(u -C.„..._ j ./,t-,...A.., Z L( �` ■ i . S0 „I- U , P kli { s , t ,! . i , h..1 Date: al t Ins pector: �� c 1 ., ( 0 $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: :t, -tf f : ;�s.�: 4 r -4' .r l..1%.4A. +. %∎: v. .0 ,t ,. 4Y , ,' 6 - n k , r:.. ',, , j , r. .�- i;,V, r, tt $oA I / - S • -- 4IILA City of Tukwila N 'V' ( ;; 2 10 % Steven M. Mullet, Mayor 0 % J 4; •' ' , Fire Department Thomas P Keefe, Fire Chief • '',•, 1908 _ --- . z f • . ... - z • u.2 TUKWILA FIRE DEPARTMENT J U . FINAL APPROVAL FORM . 0 co 0 co w J I Ii Permit No. . I r.2 - I • co u _ i 3 uj O 3 �,l 2 itrc gQ ,gi w d = w Pro ' ect Name re 5 /I -•fn.- 1 1 I- Address / L T 14 , / 4/ er T ,, , c••c) ,el C Suite # w • W U 0 ' O N. a 1-. .: j 1 Retain current inspection schedule.. .. _ = W / l O N eeds shift inspection Z j U N •¥ Approved without correction notice O z Approved with correction notice issued 1 : ; • Sprinklers: / . ' Fire Alarm: } Hood & Duct: / Halon: /� I Monitor: • Pre -Fire: • Permits: { }7 .v ``'' ' ' . ' ''' ' 44 V / A / vim\ // E yf.� •� Authorized Signature Date ' „�' • oa f • • , FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 l,., J, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206.575 -4439 ,,;� ,rxz 1 ; . .. �� »..._.. ., ,»..«....�.•.�..K.A n-. �so�w, •+�'rtGClctw3+xmxa�taf+x,:+eitn ;+ +a+Mmtnarx.Mx.rt+ra�...,,...•�. ., .,. ,,- .... .._........._.,....,...,>.« w��. w. an .Rww.»...•.,a.uraw•tnti�yurEe. �J�:'tlY+ t 1 ; -- - ‘, _ • ! ... Z t.. Et I ? 1 : : : .:,' : ' '' - —J U 0 C) 3 * • ..' — INSPECTION RECORD DO 2.- 15 Co 0 u ) Retain a copy with permit u., X : ' '. : ' • , INSPECTION NO. PERMIT NO. 1 ' 1 CITY OF TUKWILA BUILDING DIVISION ui 0 ;.-: if P.m. z I-- - L1J w Requester: .- arrevi 2 D D CI 0 co Phone No: 263- 606-0 0 77 0 - 0 1- , DAPproved per applicable codes. 0 Corrections required prior to approval. I o F-- E 0 ; COMMENTS : , , Z 1)1) w to c.) ':. - , ii iteta A tt 04 - eadt • ...,. , ::t.::.:,..: Pi I- f;;; z ':''.....,. • : . . _ 000 e it.6 stn 44 ,, ii4L9+ . _ ... .... , -, f ) , , ,..:, , :,.:::. ,. , tthuk p gll I - ,i1' . , ,, , ' : .„ : -':,-:::',:-:,.' • ' - : ..:,,,,:p.3-?3,4Fz-4.5., :-.*: .: . . . .4..e.,- ,..., . K.4.A. r ' i - 4 - '. ., Inspector: . . j k . ;A Date: 1 1 / i i i yfru ( i 1 ' ; ' ' 0 $4700 REINSPECTION FEE REQUIRED. Prior to inspection, fee mus be . 4 : 2 ; ' . - . paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspec ion. ... wc , Receipt No Date: 1, P . ""' •Z.C.V..14114 , ‘ ,, 0'4 . t,, A t4.".t.'7•AO.L, • ,,,,.t ,•;-;s,. . 1 - J ; __ . , ■-, I ■ ...• ■ ../ .... Z . 1 1.■ Z w CL 2 6 M -.I 0 0 0 CO o to w INSPECTION RECORD , IL I -J 1- 1 -••' Retain a copy with permit DO Z.156 , ( ., ' INSPECTION NO..., 0 Ill J. . PERMIT NO. 2 CITY OF TUKWILA BUILDING DIVISION 046 . g =I' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 x 21 D Pr:ject: -/e 1 7 L Type of Ins •ectio9; , ( a • i 47 11 ,.... x I- al • - 18 I Ad)1471 ,...-- Date Calledif ti ....> _0 2__ . 1- 0 Special Instructions: Date Wanted: VIED y - 02-- p.m. i-. 2 D D 0 Requester4-.. 0 0 1)4 r rev) 0 - 0 !— "" Phone No 11 00 . I 0 I-- f- A pproved per applicable codes. eA 0 Corrections required to approval q p. . 4 : 0 1 Z • COMMENTS: , Ligi to . 0 — t• • -; 0 , - Z .;•. . : . , \ ., .4. ., , .. • -• __ ,. ' • ,...,, g . . . . , , I . . . Insp -.,- ' Nir i i ', - ,•19414 . •,• .. ,,,.„. ,,,,,,,:, ect' ; 'Date I ` / : i/v`"'" lA A. ,—,k...., kLA- / — i — 0 Z- pg $47 0 REINSPECT)ON FEE RE UIRED. Prior t inspection, fee must be / r2, i p,ard at 6300 Southcenter Blvd., uite 100. Cal to schedule reinspection. - • efeipt No,: Date: . , iii- ' • - . ' - ' - r‘ , ....;',?..- , ---. .-....___ . , . ....,,, - . , ,ostreassesseemsfitessmigaillei . .......„„.... . ' . , ,- , ..1 Z F—W q ••n ,moo -.,... + ?' �' it 2 t1 `, . i . Q U i I , - 'INSPiCTION RECORD , I CO ° ff R et ain a copy with permit �9 - a i- i INSPECTION NO. PERMIT NO. CO u_ CITY OF TUKWILA BUILDING DIVISION 4P%/670 w o . 2 } 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 J Pr 'ect: �/ � Ty Mn of I ecti u. Q "0 Siff fff! )/J "OI �n �G 1 � cLi Ia+k:)v) N ('1 d r ss: >> _ 57o 4 7 4/ S Date all cj� / n �) ? F Special ec ial Instructions: Date ront I � p 1— O g f o 2. p.m Z F— - Requester. / 2 w QC */ M ° Phone d 2 O c;;ll — (C010 ''' O RE P, w W Approved per applicable codes. ` 74 Corrections required prior to approval. 1"' U COMMENTS: ^ ; j Z 0 I— Z v !2- r.4 e 1 -t ( '.:;sue p' /.v ,t,L 4 f " ‘-)i1 . ) _ , . ? s 4 ,o ., 1-7.91„..lef e . _ , t t ..- Ins p ector t. Date: LE,A 4'1..44 'ih et A.,,,,/' � 71'1 `' t x, El $47.00 REINSPECTION, E R EQUIRED. Prior to inspection, fee must be ,.,er ' r paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. { 1Receipt No.: Date:S�/��� - r a + •t :� ' . .. .. ._. .. ..... .. ir,::d+,tt',7rU'r +' G k:.' satlh: b4. 3x%. w." v..+ s<.,. it+; w ;ex..L'r•::4,ltr.'.rs+:i,i:; . .7Zr; /,'tF i . , ti f 1 - i , - `t.ir , ,` 1 s ) Z • H Z • \ , \ A , 1 , \ ' ,, 1"' ' , "- 2 U O Q :. �- • INSPECTION RECORD N W ' Retain a copy with permit " /5g INSPECTION NO. PERMIT NO. N CITY OF TUKWILA BUILDING DIVISION - uj 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr jec • Typ f Inspection ri : � Q rra — d Address* Date Called: H W 11496 1 7 4 5 In 0. o � Z= Special Instructions: Date Wante : O r /„ q p.m. Z F— C. LL! W 1 Requeste / -t n p , . Phonepl3 y�0b �65� r N � H . 2 W Approved per applicable codes. 0 Corrections required prior to approval. I U u- 0 . COMMENTS: 9‘_..124—.54,--‘...../ U Z - € 4 9 Q __j A ■ . 1 s b It 1 r : 4 A 4 ., I /CLc€ 1 I : . ,5� icyy[d, ` 'Ynt •kKY {i� kInspe or: Date: j: lff-i O' i 1 0 ( - 2- y /0 '''' i 21 , '47.00 REINSPECTION E REQUIRED. Pri to inspection, fee must be 5 Alf paid at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. . 4. ` k, 1 R-ceipt No.: Date: tir; t o ... ti- . . ..,. :'.+, G+}. HAi::tt. + .„4, -,a h,r3,i , „_ +air I$A, -,. ^S; ff II. 19" 1 { • -.1. 1 J .— sr ..� - ._r - \...' . :F re 2 W Ay( ...1 0 y :................. ......... ....... .:............ \ N p . ct INSPECTION REC D w = . 7 I�o� l' 5 g Retain a copy with ermit �- py p INSPECTION NO. PERMIT NO. - , N u CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 7 -5 l eA j t• / I Type f Inspection: ' • u " j -e- //144<fe ci— F4(tfr 1 . E. cy Addr Date Ca lled: h' _ l av 7 eve S /0//g/0 Z Special Instructions: Date Wanted: a.m Z 0 0 7 4 / ©/ 1�2 p. W W Requester: _ D t � 2C� - 1'� 0 N Phone No /' 0 -6017 0-- W El Approved per applicable codes. Corrections required prior to approval. H O COMMENTS: 1 ■ 1. � u AS t, In (�,-r i.5�-c., �> 1 rc "may w` v w N r, � ' 9'. ltiv r 1 '\+ . O F- ' A . 4.1-\•pr LOct 0 --A. , 4) L ' ■ te■ \04 S--e tAA I° et --/- I ,_ �1 , bru`T 1- I � ( II �r � � - PG r SC !- ,�tt1� . •'7 V t C S\ Proe Wot 11 C lrf9u t r-e 1 3X6+u( c ?In I'e1 c At('P " . ..L u1 -Ptr In hPln +r t Jc, ' , 4 \ ) i r . InO S 1 (-k\,, . - see Sir % - 16 1 CA SC r 5 1 5 .) r (P e-,,-1- `if) c_ KOIr ei te `�5 & c.. .. t i.,) _ a Ins► 1-44r c 0 r r A ioH.s - 40 IAA , Y . �': - 7. Sv r'ate� SA r ICI InAIr PA P1h ' t I (X)Y` "A /y/ � t :: g : Inspecto 11 (� Date: /FP,1,4 P . $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be '` + r Southcenter Blvd. Suite 100. Call to schedule reinspection. ;: paid at 6300 p M4]. Receipt No.: Date: {yL •t Y; ... .. .. .:J. ... .. , — .., . — - . , z ,i••• Z W CL 2 6 = ,:,:,. , . / . fiN z., al r ---- I...,....,;-, - r.'• 11 ...., 4 ' • . ■•■ ... .. 2' . .a. ■-•,...-..34 1.1,.;`, 7_, ...,.■,,,,ii:9 ,, ....e.i.,,,),Matl.,3n ,.. : `!‘ gt, A r wr "rt. t ; ikiin,;sg ',41,: , :s0 hr,l,e4.11;At4.11;,,,, „1:,:,,,,‘, 01 - . - - - - - -- , - ,-., «J' Z 1 . *z :,: 6 �s 0 0 0 , INSPECTION RECORD -- W I : ;.:.: - : Retain a copy with permit h1? `/ o r .� f- 1 : c. INSPECTION NO. PER il : W 0 CI TY OF TUKWILA BUILDING DIVISION 7 . b, 2 ` 6300 J '" . 00 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ! ` Pro' T y pe of Inspection: CO 4ti; •-' r r ='. . - Addr s• Date Called: t = t.- S. ./ 557 ? /7 �o ,` Special Instructions �. Date Wanted: r a,m` ? Z 1— r q r Requester.) j U 0 7i41../ L. o Pho No: •', 0I— a C3) , o6 G3 /--:, = W s Approved per applicable codes. Corrections required prior to approval. 1 1-- O . COMMENT , W Z ray,: . U to 0 Ai f �? (.n/14'/� / 1 c S't 544 -e" o / (3) l 'cT 4/�i ©v s - � - 's - /•sli t. / ' }.. `. - t7 � "7t-$ iii[ / -)" -,v. n �.,�,�/ Vii: '.> 11/797 ea,r ` .Sh� /r//G `e ' .-< r .... pai - c! .1- ,9 r2i ze i�f"/ : /7 rf -rs / # 2,_. ,, :; t ::-; , Lw � •sti ` . . neli : - p ., Inspe • Date: rsf'" } g: ' ' ' - / it : . 47 REINSPECTIO FEE REQUIRED. P or to i nspection, fee must be a> .4° • ' ; . ,•. p at X 300 Southcenter Blvd., Suite 1' 0. Call to sch reins J a - f . Receipt No.: ., j Date: i lls 1 {R;: irrl. Syr) !'.tor.` t. . -...... ,-- ' ... e' ..:: • ., ..,.. Inspect ,2 - : Date: r, P,:r ‘.,7.1 R 4 0% v 1 6 2 tive „t,i,;'' ::,..:,:,': , n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ',;;''::. : 1-4 paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I ..1.'14.:*.z,.. ,'',.::' : Receipt No.: Date: EVA to -,.. r , ..-- , ( ■ . I ...., -. ) Z < • ' I W .m i,r,-,:;;;.--, - : ‘. - . ---._-:___.„..;.- :.::_::.,, 6 5 _.., 0 0 o will ...i I— Retain a copy with /5 g permit 0 u_ INSPECT!' N NO 1 . PERMIT NO • , 0 U.1 Y . CITY OF TUKWILA BUILDING DIVISION . , • ■ 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 u_ a i.:;:-. • D Project: ., ....- ‘..„1 ..,.- /4 „i ,_ , . . , . ,...= ...., .. Address:, 57 () J . Date called: ' Z t. fl 4 /7 ..■`& S 72-57-a0 I— 0 .-.;x., I— Special instructions: Date wanted: ...--- ) . LIJ uj '' -.2. .. .u,...., %;(,...24_,-;) 7 ...-"7. RequesN: 4 D CI :..`:. rNi : i ..e. ■,../ — Phone: 0 1— u! . 1 Wpproved per applicable codes. 111 Corrections required prior to approval. Lt. 1 — ' — 0 . C .. .. , '' . - COMMENTS: lii CO' C.) . -‘... . — -±- E- L , .. ■ 0 ' Z I .1„.- 6 ) I c:.]::... .:•:: : . ....i , 4..,..• : • . 1 1 ' • . . .7. ..::, dt ••. t,. •,•--- . 1:-'1' -- tp,-.1 ',•, f.••',.:.• ... /r;' !;!'■.'.. - * :: ' ''': ''''''''r-M'kw.,0 ; 4 41/1 . 11 - '•: !', f • • ; 1. ' ...,,,:: %,.:',,..- 1 1 0 MI i l '. ... - • ■• ■ ,'• ; , ''''' ' • ' ,;7: ‘,:"- • 1.. '" : , , ■ ,g7grikaTFA :=, , .. ' i El ga 1 . ;""rie!?mtmi tr 't:,1 • : ns • ". ct • r Date: 4.44/4. ././1.4treA. 1 . ''.-::` Ili . :$47.00 REINSPEC ON FEE REQUIRE . Prior to inspection, fee must be paid t":,:: at 6300 Southcenter Blvd., Suite 100 Call to schedule reinspection. TI•Ne.0 '''''';' .'''i :. Receipt No Date: . C '• ; :3'317Ai' , il . • ., .t'! up p , 14 .1441,,-.; ,, ol 2 01::is.::.'7:c_, k:,:t.4 '..,', ,;, : ::',..,:, v.,. 4 -'-., , ,,,:i.: — - -,P* .. '.....,.: 'ogr.. - q , .. . , `'.1 , 1;.7.,.:,:,.t ;' 4 ,.." .;1 ` 7 2,.;,, , ;;;;:,■ ;,.:, ,,..; ,. 1 E ,,h. S.: ,:o ' I i ......... — -— — -- — - ' ' — 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431- 3670 2 Q E` Project: Type of Inspection: u. Q I F o9f er Heights S n I CO cn Address: Date called:' 'z H { 1 4 17 Ave S 7 I p- 0` z. _ ' I ' S instructions: Date wanted: , <a i m� Q s l' "' , Z 0 Lot 4 7- 1 Z. p.m . Q , Z 1— Requester: p551 2 T r av l is Houser . P D .: Phone: 'O O CO �:_ h -7 93 - -3©`15 01- ,,, n Approved per •,j• ' licable codes. ' j Corr tions required prior to approval. H 0 1 �'t COMMENTS:_ ,. u_ --^' Z p ku ) r 1 { U 5 D ( it 02- •S, "Rr Q. .1 t6 f 9.A,t g-t z ,... �u� -ate, S , t, 17) N: ..w v-2) . : • n 1 C f : 5 4 .r .. ,, .., . .. , -. . - •4 —.___....--r ` `` ' 1 111 lnsp t Date: '< � . CCU C( 02_ t„ � ...E.)$47 0o REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid , t ?t`u . a t . . ° �; at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. ;, { r' 4 � 1 Receipt No Date: , fir. ' 1., it -...w. 4.' . S i r i :ro a +. - 4t �/.tr„ir:ti?'i as ., + .c':.. fN4rc ...�+�.'.�r, :, :nr1• 1 KIM. ' .. ...... ... � eL.:.:.da i1Y ,.f�: r:!' • Nib,*ev. ,. ,. .4%.,, `.A„JT.,i:: L. �ru ° i�w 1 t:.y� e k G <. +. i. %tsi�;i>�.. e�.s;�ua �,vki �_ e Fia's�5:.. fiz 9 ;;:�}�, 1 ■ - , . .. -..., ( . .- - --"- `....--- -- ......9 I \-,..• ( ■ .., • ..- Z < • ' 1 1.. li re 5 * , ', ' • : __I0 ' 00 • . INSPECTION RECORD ) • cow Pig ,,;:, . , ,. ill $i *: %, -.3 ,9 2/ . 51 ...1 fl.,--.;'?.:. ' Retain a copy with permit 0 u .. , .,-.. so . , Special in is ructions: Date wanted: Z O • ' Lot 14 7- ! 9' 0 €4 ( p. os tit = 0 Requester: 6 . �`.,. \.,, 7r vi c auser P o N l ' Phone' �� t o H ' r -i 6 -1 3 3D `15' w W f _ I— U Approved per •J.. Iicable codes. Corrections required prior to approval. ; ; tt. ~O l i t' . COMMENTS: .... W CO • I k ,-'' . k . 5D - 7/(if 62._ . I.5 . v t, .AAA..,.. a ', vi t, • 1 . ` utr,sz � , S % L), T7> ,'V, VI _ c .4 . s. { tr" 1 .T., j ii"4 n ■ ! teZe. u »s ky Insp t ���wy�y{{ Date: .. 7 7 ` • «:w lt, flI flf 'It l 0$47 00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid -, i j s at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , , 1 Receipt No: Date: ;, s - .. jy l ��({ . .,. +. • ■ . r ... , v . .... . .h , . Jai. .'.>1'thHihw +relk.WP,,'40..i 1 1" •:• r 4tiJ. 40.1, S. fit 0N.1 r ,' 1 • • z S 1— W • • t y , . ' J . t ..a .. j • ( t NO • 'A z VJ • y ;tips WI: • i F YY� ,} . J -. t • s a y., ' t LL Q ! _ .' ''§-7'.- P Ya tN�{tK { as H l w. r O . • t�zxiJ .y17•,,, n sRt+' t , k • 4 s i • t' i i t . f t 1 t ..\\ ` h } 4 a {rif7z ..; . „... • ( t�'h3 p t �x' i C f FI . rF4s;?" sykvr '3 °ftil�` :�^:r' ..r L u:�. • • ':F. t. y , t..Fl t!. •.tR'; . , v ,. . A 5�n.(+ . , II ` � 'A:S { ■ ( .• ..f • '. _ --_--- - -•.:1' ,--,...,, :47,, , . - - , — — — -- - , ,,, , . .. , , — ‘,) „ ..„ — , , — ,.,...„,,, — • . ' ' • INSPECTION RECORD Y 2 . .. . ,. ' * , • H Retain a copy with permit l ..: li' INSPECTION NO. / PERMIT NO. . (J) V.' . ,.-.' 01 - Y . 0f, TUKWILA BUILDING DIVISION WO \ D (206)431-367r 1 ; 5 :'' - 6300 Southcenter Blvd, #100, Rikwila, WA 9818; ..-,..;•.- . Piol45e 44:3 ....Leyi id Taetio(flii(-isa c 0 ti . . '-1:- ;.: ., Ad r P Jo< Q k .: , : ci 7 t 4tif Date called: 7 i/0 : f 1 Special i nstructions: Date wanted: 7 o 5 ';' . .-' 1 Request p.m 4 . i , .:':,, . ‘ • . I Da" -- ?, PEi 77 (77 fxpi.. P (Q 3 77 3.,.., .62:_i ; 1 ., od, ::: ' Approved pet applicable codes. In Corrections required prior to approval. , :.1. , ;,:': ' . COMMENTS: \ - .f , --,. 7. • , . .., Ac.,....,; _ ...: . '-,..:-.-:- , • fl- . .... .. .: . .. - , ■ , , , , .--- . J. Z I 1 41:( . • - ce w 6 g - CO CI CO UJ U./ I ill 0 2 ?- g 5 u. D ..,..,-- J. uj Z 1.- I- Z I-- ILI Lu• 2 D a O gri %.0 es 1 .... CI i 4 17.1 : a " () U. ., %., i UJ ...: z Vt wo . %., 11.1. .• n II ..... z ...,. ,- ... ....' _...^ ) 1 .. I • w.,...:.,-, l'i•:'.. .. \ 4; '` .. I t ,: .;',.;".. :.-4 ...; i . , l et , ,, iy.1 , ! ,.. ,. e:, . ' : • , !:: t f .. '• ,,,, 'tilt f ', 1. , ..1,4„ ■ •■ 1 , Ei4 r , : t r 1 Inspector Date : . ; ■N " -14 :': El $47.00 EINSPECTION REQUIRED. Prior to inspection, fee must be paid • at 6300 Southcenter BlvcE Suite 100. Call to schedule reinspection. ..... Receipt No: Date: i ., , i RIFINTIMP. :.•,, • t.01 4 . : i i... - . ...:.. *. , ,,, i i: ; . :: . ,,,,: t). .,.. a ^ S• , .. ,, , , - .:1.2 , ;, ,, ./,,......14,'„4,C,';''ai...+•; - ,, : - .;' ' '':i'i.,;3 i, i ', ', \+ ,,,,Itoay u, ,,.,,;, ,‘,.,:,;,,. 1 , ::,,,:;x4 t 'i:..5.4.7T gh...,.'0 1 I t i ......„.—_—..... . . z , -, -I- ■ - ..- - ■-e.r , ■ . 1 ■ PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: 4OM( 14f5 L0t 4 . . Location: 4OS 146 SL . , Fileft: D02- I5 8 z Action: dII&.I . 'x w • 6 Date: 40 C103 0 o N o CO U1 Reviewed By: c J OQA"(L.Q, 5 or w (0 w w 2 PRIOR HISTORY AND CORRESPONDENCE FRANCHISE UTILITY COORDINATION g a D 1 52 CODE REQUIREMENTS COMP PLAN CIP W OVERLAY PROGRAM MISC. STUDIES MAINTENANCE NEEDS z ~ z1- RFA WD 125 VAL -VUE w w Do PW STANDARDS PRE -APP PROBLEM AREAS o L. o 1- w W IV f piat/t- 51/tt ' 4 . 0 . . S /o/e) s�io� • w Z Qv(' Vcish ya clAd2/1-t_ eet ivE coeitei-- (..) o I • /0/ 4. W r y d , . eV ' Z - / - v ifif 3 of rnb1I,L ,S / K comet t e e, c e) li rz o pf ez49,e .1-(4-6 p4, /ham i •° 6 / 2 %z S`to 4j/rt t. S ,5 -1 coy K G 1 / Q. ... 41,4044, s s , (z AA,e,4J C8 ai N e c vii O Tent 3 rises / IL nele-avy 4442,1. 14 as A -r )11.44' ii / 141- 7 ; 0 l'61/4'e'/ ,,,::A ' „,„,,p,„„ ' CZ th,„A. e,/ at,e,- 11„a",,,, /2 !? Poe') i 1 11 1 (-644-e_ I's ot& w -i„,,, im .1 Oh Id v. ic:,;441, {/ v k µsty ` 3 I" s: i,ockK A o 9 "F z•. P ,; t. ;e rn i ,, E,2 . 0 c z O N rn z•• O� C) m m m = + v - o v c rn -� O - I =z m - � C D r � m o _ = m cn ✓ w O c) c)r c E 73 z �� z 05/21/1999 23:29 20Vd 1X3N NO O3nNIiNo 0 N r ..L yr , +e JAN -17 -1999 SUN 09:29AM ID: RJOHNSTON i ld d3u3 CriaLl A'1MQ mom. m0 rim oL9e•..c (rot Said Wal • 0111 ;•c$ IWO 'MAPS WON vM 'OMNIMO • WE 1110it "8'14 lbyd YIC1 axioms tr smsit utIVA. ultX " NOM urimU1.149 ��D�Kwto imam Wndt■tgt • 1••it4#0 > IMMO"' WP* OUI + S1u4TflS UOD 1•I1 PAGE 06 :01 AdOO •T -, .• 7 r . • 7 . VIII V a - — . 1 ' .lr -I • •1 i • • • • . . • : w M ,P 1Q- t o w e r 'jN W • T •• I p k. A 'ON P :NOM W WuedaP aulplinq 1 PVWOO 'O )I , o 0 �A 0 # 8 •0 0 MillinciAtitid Wes. WV PAGE:6 ' - �.•_• I ILA 0 ' • City o Tukwila S teven M M � ; ullet, Mayor CP ` Department of Community Development Steve Lancaster, Director 1808 _ January 16, 2003 , H w Mr. Charles Prib —' v 14205 SE 255 P1 O Kent WA 98042 co w 0 RE: CORRECTION LETTER #1 to Revision #1 2 Development Permit Application Number D02 -158 Q Foster Heights Lot 4 N 4808 S 146 St = w Z � i r -' r -:' _ • PUBLIC WORKS DEPARTMENT COMMENTS z DATE: , ;�.. z January 15, 2003 rt 2 6 � PROJECT: Foster Heights Lot 4 v p 0 al PERMIT NO D02 - 158 w= w PLAN REVIEWER:Contact Joanna Spencer at (206) 433 -0179 if you have any w O questions regarding the following comments. ga. = a ; 1. Please submit a letter from the geotechnical engineer approving rockeries and its drainage with a statement that they have reviewed the revised plan sheet and that lot 4 ? ~' z� was constructed in accordance with the geotechnical recommendations. w uj ON oi- ? w w` i.. = V. 9- ' Z O • T � I r "f Ni . ., a_...,�._.- �....... o... r• xws.. as. , c:ca.:;.n.:a3iLCa.«.rwix °..:., a.r ... ....a. -.i. n ut.. .L.;P� +P "• s G;ntri3 rtiwJ: :,'w.C.�w:j"-tAyu ,;o! ;,:w;. CITY O► TUKWILA 71.tY 60 • ~� H ..1 5 o ' 4 l '..., Pe rmit Cen Boulevard % %a - 6300 Southcen , Suite 100, N .. 0,,. 4 Tukwila, W 98188 ACTIVITY # : - 1 9 6 i ' � _ Telephone: (206) 431 -3670 ' Cf O D A �t WASHINGTON STATE ENERGY CODE RECEIVED z %% 1:61 RESIDENTIAL COMPLIANCE FORM CITY OFTUKWILA • 1 z �0 ��'� , PRESCRIPTIVE APPROACH .JUN 1 1 2002 ce 1 I - .i - r- - 5. Glazing, skylight, and door U- factors may be weighted to meet the U- factor requirements. „„yy a i ' S} Plan Reviews For'off ciaf: :use onl 5 ' � Y) � • M �. The sele Option Is appropriate far thi dwelling de n sig YES ❑ NO 0 ; • NOTES. i`. a roveaf;B . :::.::.:... Qate' • Revised x/25101 Washington State University Energy Pro ram C 5Z17 ::67 zoo ode 1501 tt P g Y S� :... q; `, j ' ,6 / w a y i r ,, an ti ,rte Y?'.`a: 't( ., _ .. ., , . ... ..,,,, .,;c :.Rr: „4i- :;l�SSi �, .,:a.rz;•.aax,a ,v .,:�a�: +::ltf ;4r.y;;... ::Si.:q f. xM+.w.:i: raw • 'A.: eaM r:Via. . ".. r. _...i- •ii1L.:.r.r .cs...0 .i;r:.4.,r..'tura., xmw.. w.a +.m:w +r. >«.:.m....nn..,....s swr,rxM.'+�'QF!7ny'rk 1 5 • • • J� : w;sy • CITY OF TUKWILA . o i ,� z : Permit Center .. r PERMIT NO. DATE: PROJECT NAME: , K-4 A../ o } WASHINGTON STATE VENTILATION AND � �. INDOOR AIR QUALITY CODE. U Mechanical' ventilation criteria using prescriptive J 9p p N � methods for Group R Occupancies four stories and w less. (Group R Occupancies: Hotels, apartment houses, g congregate residences, dwellings and lodging houses.) = w Each dwelling unit or guest room shall be equipped with source specific and z o whole house ventilation systems. w w Source specific exhaust fans are required in the following locations: o bathrooms, laundries and kitchens. w 2 U Minimum fan flow rating = 50 cfm @ 0.25 inches water gauge for bathrooms ! o ...and laundries, and 100 cfm @ 0.25 inches water gauge for kitchen exhaust fans. ,l; z • U =. { RS Locate exhaust fans on plan(s) and note fan flow performance .z rating for each fan. . gr Exhaust ducts shall be equipped with back -draft dampers. . Note this requirement on. plans. • • j 11 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: i s ' s, V,I.A.Q. Section 303;4.1 S ` " Section 303.4.2 Section 303.4.3 s , . :. Section 303.4.4 Indicate on plans a proposed system to be used. 03 - / (Refer to attached code sections, select one, and list here: ¢ . - '' . .a:n• V b' `Ue '^ uit:.:.. 1co'..: .+'AY',1(1ltlM'WSYil94EUV,*-xn:» ycr.. . M' 1.. 11Yf rt:J,w yNtkb/aT+MVeahx.an.w.nnn nour34vm V'YKKhI id.)d:fir. . , ,_, Z 1— # 4 BAR 0 16" O.C. - VER1TCAL LU u : O N • Q 'SIMPSON' HOLDOWN II i f 0 I II: 1-- U PER PLAN =, 6 -0" MAX L- o w z M BAR 10" O.C. . ' d d 4 R. /-- NOR IZONTAL. d Z a" d (2.4 k . �r �� � � � � j � 4 BAR CONT. �rYP� . /\ \ / /// RE CEIVED --0---20"--a----.— Sn �" CITY OF TUKWILA — 2' -10" — J UN 1 1 2002 COPYRIGHT 2001 SEGA ENGINEERS PERMIT CENTER IN.. 440. . CRIPPLE WALL FRAMING AT FOUNDATION 4. •4, 4 J ., LONG CLASSIC HOMES SCALE: NONE t ' ' - ~ � ''�� S , FOSTER HE IGNTS LOTS I - 16 . ? , i s �r4°' SEGA Engineers :r . t ' 28608 k. . ,.: ,' . O �FCfSIT:R ��,, r / Structural ■ & Civil Consulting Engineers x o ,.SfoNAL' 22928 31 ST SE • Hlack Diamond, Nashington 98010 gty '• ' t ?:' 1 ! • , y 02, (080) 888- 1017 •FAX 888 -LO . .r . n�' ` I -- Fttitnle 3/12i 0 ....1 i -_ .. ... .,.4- airs ±�'7:`AS,!5i 7J�C41}':Yz`tSYG'•�. hi•.. };,as....,,... ,..., dN! K.-:` f:q +ril5x.9;'a:•iG.+:rnm,u,.�#" h�:i 7!Mi`�''.: �:(!P,u�+4IX' ?*.0 '1 .. ... '4l�i ='• . MO 1 .as+ - . -- - - \� r ', • ! ' y'V g: i�[iS'grpr�,N. nS+•gs:P .. ._.... • ; 1. . ' : STRUCTURAL CALCULATIONS z,-: • • 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 w wood framed single family residence. The roof framing is manufactured trusses, 6= the floor framing is wood I- joists, and the foundation is typical concrete strip o footings with a daylight basement. .. N W .J The use of these calculations is limited to a single subdivision referenced on the co o cover sheet. The cover sheet should have an original signature in blue ink over w the seal. Please contact SEGA Engineers for use at other sites. 2 u a SEGA Engineers will use that degree of care and skill ordinarily exercised under coa similar circumstances by members of the engineering profession in this local. No Z i other warranty, either expressed or implied is made in connection with our o rending of professional services. For any dispute, claim, or action arising out of w w this design, SEGA Engineers shall have liability limited to the amount of the total 2 fee received by SEGA Engineers. o o1- Questions regarding the attached should be addressed to SEGA Engineers. 0 : w o Greg Thesenvitz, PE w Z SEGA Engineers o z Le . H ,7 I,S.N xy t, p • 3 0040 At t• tom Wiz j ww.. • . .,...... _ ..._,. ». • —.- _ — - -- , - ' • • • • GENERAL CONSTRUCTION NOTES: All construction shall conform to the Uniform Building Code (UBC), 1997 edition. The contractor shall be responsible for all safety precautions and methods, techniques, and sequences or procedures required to perform the specified work. The contractor shall verify all c dimensions and all conditions at job site including building and site conditions before commencing work and be responsible for same. The contractor shall provide temporary - bracing as required until all permanent connections and stiffeners have been installed. The • _ contractor shall coordinate with the building department for all building department required inspections. Do not scale drawings. Use only written dimensions. The details shown are typical w re and shall be used for like or similar conditions not shown. Variations and modifications to work Z I— . 2 Q o N ' . W W ' I U U. E= —O • W, c o •- U = O ~: • Z R I 7r t,"1 S. �t.rn; pfiti t «, 4 11:'1 Copyright 1999 SEGA Engineers . 111 ( 7 - - ._ - - -- i I _ . .' { •VI + V:: .1 . • ' , ! F r . zzQ W 2 m i) 0 WI H N u. W 1 /2" RATED SHEATHING 'SIMPSON' 1-11 g 5< Sd 6" O.G. FRAMING ANCHOR. 1 w z = 2x VENTED BLOCKING. / /rr� z W NAIL TO TRUSS 9 , EACH END. .. ° .." UN ∎r , ® 00 H ■....1 ,►��� = U 1 "-- a TRUSS PER PLAN 0 _ „ ■ SHEATHING AND NAILING z ~ PER PLAN OR SCHEDULE. DBL 2x TOP PLATE. . LAP SPLICE 4' -0" MIN. 4 NAIL w/ 16d TYPICAL. R00F FRAMING CONNECTION . LCH "450 SCALE: 1" : I' if' E r ,�(1Rj��1��jP�{ Y eft . • SEGA Engineers . , r . r • � , /Structural be Civil Consulting Engineers T ,•,. 22028 312th ST SE • Black Diamond, Washington 90010 ` s`t (380) 888 -1017 • FAX 888 -1018 6 — k4-2,„,....,....„ .. .. ... ......,...... .., ,.,,...w .................. . r.,•,:.. s*. ., .. � wMU�•'',•..,, r... .., '..��.m�e.^.i'.e5i •, 4z :•( iN�•saslA4K9.a 2:4.S.M .. wrnenwAu , .r!s.!*:eoir+&sVY+t4NK� . , . - - -_ __ ., __ r, I - , ,•.� • ' ,. %" RATED SHEATHING ` 8d 9 4" 0.C.—\ Z 11 i g 1 8d 9 6" O.C. [ I/2fl RATED SHEATHING 1 .1 i1 TRUSS PER PLAN-- zz 1111 r4 2 JU 0 W . � � J H 2x FLATUJISE BLOCKING • -mmig' 0 u. 6 16" O.C. W /(2)10dE4 2 END 4 (4) 10d TO TOP I j a PLATE. i I SHEATHING 4 NAILING z w PER PLAN. z i F 1 /2" ATED SEATHING- Sd 6 4" co 0 I-- WW . H H �Z • U = O i- z TRUSS PER PLAN. 1 rAi 1 A 'SIMPSON' DTC FRAMING jk_, j • ANCHOR 9 12" O.C. I I _ (NO GAP) U.N.O. • SHEATHING 4 NAILING 2x STUD PER PLAN. licz Li 0 INTERIOR 54-E4 � LJ4LL ' TRUSS " H ; ' is j. ri'-' LCH '450 SCALE" 1" - 1' ~:,:r SEGA Engineers ,, /Structural & Civil Consulting Engineers 4ittliV 22928 312th ST SE • Black Dymond, Washington 98010 ¢ .� . (360) 888-1017 • FAX 888 -1018 V j 7Y r i d rt �k� ":r: .... �......t:_ .:+.r +'. MWYRki2'lf .. ..ati1+.hJ tiw' {sr:a + «�J:1: MNHxw.me✓n.wn•uc.M.wMY,�....,: .... .�rvm ...........,......_. .. ' , - - , t- : r �, 1 • ' r • • • . • ■ ■ z ¢ 6_ LAI SOLE PLATE NAILING. o 'SIMPSON' I- 1OLDOWN USE 16d 16" O.G MIN. ° wI STRAP PER PLAN SOL ID RIM JOIST � w o I j SHEATHING 4 NAILING Mp 3 /4" SUBFLOOR N a PER PLAN. SPLICE TO w � _ OCCUR ON COMMMON s:,,....„....,...,..,,,,,,,„.„.,,,..„,,,. ? ~ MEMBER OR BLOCKING z w I ? o { III o N 3 '.-- CI ~ to L11 : JOIST PER PLAN 0 V _ :p . 2x DBL TOP PLATE. o �; II LAP SPLICE 4' -0" z MN. 4 NAIL w/ 16d . 6 S" O.C. STAGGERED. l COPYRIGHT 1999, SEGA ENGINEERS 2x STUDS PER PLAN. 0 • (BEAM AT SIM.) - TY ICAL FLOOR FRAMING CONNECTION LCH "450 SCALE: I" = 1' . ,'i ' 41: 1 ; ti�ia ' J,. SEGA Engineers, °6.i /Structural & Civil Consulting Engineers 3 ;�n w r •",# • r. 22928 312th ST SE • Black Diamond, Washington 98010 5 , i ■ (300) 886 -1017 • FAX 886 -1010 ;�,idl LI l .......�....,..- .+w +.umwr«nww ..xa.. MRaIMJ�!.:# AfRNM�en• rw.. ........�,�. .................. w+.:..WU1N ■ — 1 t . ..r - - ._r I \_. • . • SHEATHING PER PLAN OR SCHEDULE. i` SOLE PLATE NAILING. r I USE 16d 9 8" O.C. MIN. I SOLE PLATE NAILING I USE 16d 9 8" 0. c. MIN. I 3 /4" SUBFLOOR I Z �� _- . r te F W re 'SIMPSON' HOLDOUJN ` STRAP PER PLAN -I o N ;L. u) LIJ J DOUBLE JOIST , Q J co a f ad 6 3" O.G. z 0 . 3 /4" SUBFLOOR w w N 'SIMPSON' A35 °°'-. . . �' 8" O.G. I 0 ■ i— F= lL ° . T 1 N . i 1.1 . U O ~ I Z ►1 is t . 1 JOIST PER PLAN CONTINUOUS ' RIM JOIST SHEATHING 4 NAILING ' - PER PLAN COPYRIGHT 1999 SEGA ENGINEERS A, r.. CD FLOOR FRAMING e'INTERIOR SHE4R WALL a , -4x: LCH "450 SCALE" 1" - I' * F t S EGA Engineers ' ,n, ` �'a�u,; /Structural & Civil Consulting Engineers ), :; -i,r, . 22928 312th ST SE • Black Diamond, Washington 98010 MO ' (360) 888 -1017 • FAX 888 -1018 Ktpa i . r -.._, _. r ' -- _ _ c-- - T -- 1 - ' - -' .i i • MIN. (3) 2x STUDS 6 . PHD TYPE HOLDOUJN. • z D =F OLO PER PLAN. ,6 D PER MANFR REQ'TS. 1 /2 ° RATED SHEATHING + /INSTALL N o w + SIMPSO SSTB ANCHOR BOLT cu - , - • • . . : !` b:;�i� 1 s •i . _. __... . . ...... _ ._ . SEGA Engineers Project LCH #450 Structural & Civil Consulting Engineers Insulation 1.1 al 2 Misc. 1.5 14.2 psf u_a p N n =0 LL Snow 25 psf (115% Load Duration) 1-- _ Reduction, Rs -0.82 psf z t'" 6/12 pitch = 27 deg z 0 1— , Total Roof Load 38.4 psf D p U N FLOOR o H ui DL 3 / 4 " Plywood 2.3 psf H c0 2x10@16 "oc 2.8 Liz. i Flooring 0.5 .. z 5 /8" GWB 2.8 v =` • Misc. 1.5 0 • 9.9psf ? LL Residential 40 psf Total Floor Load 49.9 psf DECKS DL 2 x Decking 4.3 psf • . . 2x10 @16 "oc 2.8 Misc 1.5 8.6 LL Residential 40 psf fi , ._; r ,. Total Deck Load 48.6 psf , "" tir ; ,- WALLS • Siding 3.0 ? -- , 1 /2I Plywood 1.5 psf ` • K•'Rya* �,1 Iva': 'fi 2x6 @16 "oc 1.7 graes. -. Insul 0.6 1 /2" GWB "i5. •..�: 2.2 ' . N . fr ,, 9.0 psf ;s . Copyright 1999, SEGA Engineers 3 x, Yr • ■ I 1 e " t - X1.11 ".1 ■ • . ▪ SEGA Engineers / Project LCH #450 w/ Bsmt /Structural & Civil Consulting Engineers • Job No. 99 -083 By: GAT 22928 SE 312 ST (360) 886 -1017 Black Diamond, WA 98010 Checked Date: 01/04/01 Sht. 1,i. ' LATERAL LOADS - SEISMIC Sect. 1630 z Maximum Base Shear, V = 2.5 C I W Eq. 30 -5 1 s H R rt � where, 6 Ca = 0.36 Zone 3, SD, Table 16 -Q 0 0 I = 1 Table 16 -K co W R = 5.5 Table 16 -N tu H W = Seismic Weight N u w For W: g i Wroor (32ft) (45ft) (16psf)+ (2) (30ft+ 45ft) (4.Oft) (9psf) = 28 kips g 5 . WAoor (30ft) (47ft) (16psf)+ (2) (30ft+ 47ft) (8.Oft) (9psf) = 34 kips Nm WAoor = (30ft) (31ft) (16 psf) + (2) (30ft+ 31ft) (8.O ft) (9 psf) = 24 kips H = W total = . 86 kips z t- . Design Base Shear , V = ( .164 ) ( 86 kip ) = 14.0 kip z Ill w E = ( 1.00) ( 14 kip ) = 10.0 kip Eq. 30 -1, Sect. 1630.1.1 1.4 vim i O- WIND o ~ Design Wind Pressure, p = C C q I Eq. 20 -1, Sect. 1620 H c. where, ' C = 0.62 0 -15 ft Exposure B Table 16 -G U = 0.67 20ft 0J- = 0.72 25 ft z = 0.76 . 30 ft = 0.84 . 40ft C = 1.3 Method 2 Table 16 -H 1 qs = 16.4 psf 80 mph Figure 16 -1 =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 P30 = ( 0.76 ) ( 1.3 ) (16.4 psf) ( 1 ) = 16.20 psf P40 = ( 0.84) (1.3) (16.4 psf) ( 1 ) =17.91 psf `` Design Base Shear: (Wind) `" Vab = 30 ft 10 ft 13.2 s + 30 ft 5ft 14.3 psf) 'c° ',' ; >. .4 + (30ft ) (5ft ) (15.4psf) + f 28ft ) (5ft) (16.2psf) "z . 47- - + (10ft) (4ft) (17.9psf) =11.4 kips ' af l 41! ' Ves= (50ft) (10ft ) (13.2psf) + (50ft ) (5ft) (14.3 psf) + (43ft) (5ft) (15.4 psf) + (16ft) (5ft) (16.2 psf) 1 ,, :h + (8ft.) (aft ) (17.9 psf) =15.2 kips Therefore, Wind Loads Govern for Lateral Design - Each Way e "' ° ;:, ; Copyright 2001, SEGA Engineers 4t { t f..t Y.ilyCN:KIY!M+YMbi.e✓V.mv.:YSVf tLANf.M�1M ?AY'M1'.MfhH.ww.. w.........t.rn...1.. . .'...... .....u..s- , Ri �+v�:fr ,. L . . � �p'".f»,.... -. -- •,,gyp. . „.... «... . ..... ,- ... �.,.....,.w....- .e..w. P`+ -t<uu. ... - - - --- ; - \..., , • ' - SEGA Engineers / PROJECT L .** i Structural & Civil Consulting Engineers "� �r+?7' JOB NO. q $ � _ 0 FIGURED BY c1A 22928 SE 312th ST • Black Diainond, Washington 98010 �f ' (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATE l `�/o SHEET . 6 - OF w ■ -� N 1.14.t_ ` 1 v 00 ■ P�F' CO o ! kiK (`Lz)(4' ; ( Z 13)( 51 0 ( 0 , l er ) 1 - ( 1E )( 4 QS = 1 /53# co = i H ■ ),'3'�' . wo = 19s3 / 3�, � = c �' z ,� a a ' - /C3 3 z)1( 3 )(/s135" )t (g')( /4, ) -( n(f3.Zeq = _7, Z I F \// 2-'5F1- n� P uj l � . . 393/ ... _ S � ® 0 . . o N . . (Z)3`1 z - M.. •- •• -. - - -- .. ._._._ -_..._ .... ........._._ . _ ._..._._......_...._..... q _._. _ . iii w / o I- /4.01 jy - /c° , Z I r . ' 1 . ; ' - "A',..!;\:: - 7 : . 57718 1 s J1 ,z IA/PILL Z , its' ..1q 5 3. / # . .. k 'i4 1 -t i (i.'' r /3 = 44` ... . 7 = I I '3f ,--- A 4 - pi- r • 1) .Q.0 ' l e r N.,.,.. \ vF " 5:743* ; ^ * • 2g /r;.s 44rr / 1 6 Av • r 4 ;:1w / g /�d• N kin., r Of:it.r' M :4 _._._ _.. ... .. .. _. .....__. IN ,,,,,. e Copyright 2001. SEGA Engineers < <^^FF r y. ., . . , ... ...,...... ...« . _ . r ....M.,,, t shear wall design shear wall 3 shear wall 4 , ■ Z F- W re 2 W JU . UO CO W . , . . J H • N u_ ' W O SHEAR WALL SCHEDULE 5 u_ < u) a = Mark Minimum Sheathing Sole Plate Anchor Remarks z H Sheathing (1) Nailing (1) Nailing Bolts (3) Z O. i> Min. 3 /8 ' T1 -11 6d © 6" o.c. 16d @ 8 "o.c. 5 /8 @ 60" o.c. Q = 195 plf U0 or OSB O 0 I- W W 1 /2" OSB 8d @ 4" o.c. 16d @ 4 "o.c. 5 /8" @ 32" o.c. Q. 350 plf H 0 / or CDX u_ O .z W - 1 / 2 " OSB 8d @ 3" o.c. N/A 5 / @ 19.2" O.C. % = 450 plf � I or CDX Use 3x studs at z • panel edges and ' stagger nails ::::: 1 /2' OSB 10d @ 2" o.c. N/A 5 /8" @ 16" o.c. Qall = 600 plf • or CDX Use 3x studs at , ' panel edges and stagger nails. - Notes: 1) All walls designated " P•" 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 ...,..„...,..,2 � 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 "i walls shall use double studs minimum (UNO). ",' :"s. 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 :ii, O ' }' "`` minimum.2" x 2" x 3 /16 “ • i t • , % -- - - - • N u- 1V1r. Richard Schroeder ' - Happy Valley Land Company • g Q _ P.O Box 1324 . n Issaquah, WA 98027 - . • a uj z . Subject: . GEOTECHNICAL EVALUATION - . . z o - . • Proposed 1-Lot Foster Heights .Plat Develop UJ . South 146th Street & 51st Avenue South .. - - D o 1 _ Tukwila, Washington. o - Project No. 98- 103 -01' . . _ - iv Dear Dick, o This report presents the results of our geotechnical investigation -performed - on the- w N ; site of the proposed Foster Heights residential development. The purpose of the _ p r - i nvestigation was to provide geotechnical engineering evaluations of the site z 1-- ! 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 1 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 3 t - - about 5 to 10 feet will be required for street construction. i <�. • - I ~ Development of the single family. residence lots is expected.. to be one or two story r•s 1,. ;,,t, - wood frame homes. Foundation load information is not available at this time but for N , 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 O rs.�,..ro,; above values by more than 25 %, this office should be notified. �e � } a,• Wit r°�;' -� j `� .In. , i , i i i .'...., „., K N 1 Y .` ®v4•iln. _ .m. 891-4228 Fax: (206) 391 -4228 - . .. .... ....... ........... . ....:., ,,. -. • „..n.,..:. . , , . ) . . Happy Valley Land Co. - - • February 10, 1998 • - SCOPE OF WORK - - - ' - Our geotechnical evaluation included subsurface exploration, engineering ' . evaluations and the preparation of this report. The scope of work included the - following specific tasks: •• - z o Reviewed published geologic mapping of the site vicinity. , i z Ce W o Performed a reconnaissance of the site to observed surface conditions. 2 - . 01 a , - o Observed the excavation of 5 test pits to depths ranging from 4 to 6 o - feet below the ground and excavated one hand -auger test pit on Lot . 16. Approximate locations of the test pits are shown on Figure 2. J U) LL . - o Continuously logged ` - w o • y gged 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. a CO d - o Performed geotechnical engineering evaluations of the site and . i W . • - - developed geotechnical recommendations for site grading and general z site development. _ z o � I o Prepared this geotechnical report summarizing our findings and _ - 2 o recommendations. - - N - - oi- W - - - OBSERVED SiTE CONDITIONS x W i-- .... • At the time of our field investigation the property was undeveloped except for the z %, „, - existing residence and out - buildings on lots 5; 15 and 16 as shown on Figure' 2. 0 co Project No. 98- 103 -01 Page 2 • - .:. - - Ti ,: .+ .... . ` .- 'W:'=, , - ' - with time. Care should be exercised when interpolating or extrapolating subsurface U soils =and ground water conditions between or beyond our test pits. V o SITE EVALUATIONS General - - . - V The referenced geologic map of Figure 1 indicates the site 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. V - -- Based on our explorations the site soils_are sandy silt and silty very fine sand glacial .i. p Y Y rY 9 typically weathered, soft/loose and very moist to wet in the upper , �a`�"� `- `9 till soils which are t YP Y Y PP ��: ~, :_ 2 to 3 feet becoming very stiff to hard below those depths. Fill soils were observed �' in the vicinity of lots 5, 15 and 16. - i t. Y �., 4 1t4 The upper weathered site soils and fill are not considered suitable for direct support Jy.nc . w ,. i ,g . , of pavements or foundations, however, in our opinion the site can be developed as ,, :: 1 planned provided that our- recommendations are followed. ; ',:,;:'44:0,(1, 'fi , ; ( 1 Project No. 98- 103 -01 V Page 3 ''' � 'C' : . ) - .. .. • Happy Valley Lance Co. - February 10,.1998 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 o the • unweathered glacial soils which underlie the site are generally stable with regard to gross stability Z There is always risk involved with construction on or near a slope and the lot ' 1 w owners - must be willing to accept the risk of future instability which may result in W 6 damage to their property or neighboring property. In general slope failures are 6D most likely to be shallow failures occurring during the winter and spring months due o o • to increased soil moisture conditions and during earthquake shaking due to - ° _ additional dynamic loads on the slope: • In our opinion the risk of damage due to w i i nstability on Lots 1-4 and 6 -14 is low. The risk of instability damage on Lots 5, 15 u) LL and 16 is considered moderate to high due to the wet conditions, the steeper slopes ua o and existing fill. In addition the risk of shallow failures of the very steep road cut - - 2 along 51st Avenue South is considered high. Risk of slope failure can be reduced g - by incorporating proper engineering design and providing and maintaining control of - N D surface runoff and subsurface drainage, i w ZI . Site Grading Considerations - - w o - w Currently no street grading plan or street profiles exist, however we expect that D o cut/fill depths should be on the order of about 10 feet or less. We expect that the • o . - . 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 = w should be excavated from the street subgrade areas to expose stiff /hard soils and f- ' structural fill placed to the final street subgrade. 4 - - o - _ - - Based on our experience the onsite soils will be quite moisture sensitive with regard o to grading and compaction characteristics and the measured moisture contents o I- indicate that the onsite soils are currently too wet to obtain adequate compaction. z • - • 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 consid suitable for foundation • k r - . support. Foundations should enetrate through the upper unsuitable soils to bear `s� ��r � i ort P 9 PP � in very stiff /hard natural soils. In our opinion conventional spread footings founded r k } ^i` t very provide good PP on the ve stiff /hard natural -soils should rovide ood su ort for the residence x 1 +: " ,_. • structures. Where grading is per to level specific lots for development, all fill t' 1 should be placed and compacted as structural fill. t` + -- . . �a x k ` -1 . . . c %1 ;F� � a . a Project No. 98- 103 -01 Page° ' "� • • . • • Happy Valley Land Co. .. • February 10; .1998 • - RECOMMENDATIONS • 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 during construction. . z Sjte Grading - - w . . • 6= Site grading is expected to consist primarily of excavation and fill placement to o o prepare the access roads subgrade, create building pads and backfill utility CO w - trenches and possibly retaining walls. Stripping depth required in areas with no J x existing fill is expected to be about 2 to 3 feet. Excavation of the on -site glacial till co u _ • materials is expected to be difficult at depths greater than about 5 or 6 feet. Onsite IA o soils are not generally considered suitable for use in compacted fills. because in our 2 experience these soils are quite moisture sensitive with regard to trafficability and g - compaction characteristics and are currently too wet for adequate compaction. if - D. a grading is scheduled for the late summer months moisture conditions of the onsite 1 w soils may be more suitable for compaction. Site grading will likely require the use z 1 _of imported granular fill soils for proper compaction and drainage. 1- o . - .. z 1-- - •--- Onsite soils are not considered suitable for backfill against retaining walls because ? o they will not be adequately free- draining. Retaining wall backfill will require clean H sand /gravel soils. . . - - - o S2 III W Recommendations for site preparation, temporary . excavations; structural fill, I . permanent slopes .and street subgrade preparation are presented below. ' LL o z Site Preparation: Existing vegetation, debris, .and soft or loose soils and existing fill - o cn should be stripped from the areas that are to be graded.- During rough grading, F= z excess soils may be stockpiled for later use. Soils containing more than 1% by z weight of organic 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. i t J : ;. Based on the subsurface conditions encountered in our test pits, it is our opinion f` . that sloped temporary excavations may: be made vertically to depths less than 4 : . (3 ; 1 _�' feet. Deeper temporary excavations up to 10 feet should be made at slope , ,( •i0I gradients no steeper than 1: 1 (horizontal:vertical) for the loose to medium dense yy = i,!,A,:: soils and 3/4 : 1 (horizontal:vertical) for the . glacial till soils, however it should be - r ' { `' noted that the contractor is responsible for safety and maintenance of construction slopes. t ^. f Page Project No. 98- 103 -01 r .F . *` va "` e 5 a _........ ti....Ae..k aR4tni'R 1.40.2.4.444 4 !01 , .4.r i kr Hr ^. +X ' • rt �(• • x'- ,/ , sue^. ' .A f..� _� t-t., 4 r • • ' 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. - - . • z Structural Fill: Provided that soil moisture can be reduced and maintained near a z optimum, excavated onsite soils may be used for structural fill. However these soils w are expected to be moisture sensitive and are currently too wet for practical ' compaction. Therefore_ imported granular fill soils should be used if moisture 0 0.1 o conditions cannot be adequately controlled. Loose soils, formwork and debris • o o • should be removed prior to placing fill or backfill. Imported free - draining granular co w 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. co w Onsite soils or imported granular fill should be placed in horizontal lifts not w o exceeding 8 inches in loose thickness and compacted to at least 90 percent of the - 2 maximum dry density as determined by the ASTM D1557 -91 test method. u. j - - a Imported granular should consist of clean, well - graded sand and gravel materials - x w :. 0 free of organic debris and other deleterious material. Imported material for wall z F , , • •: • , - Happy Valley Land Co. -• February 10, 1998 - of the subgrade fill should be compacted to at least 95 percent of the ASTM D1557- ' - 91 maximum dry density. : gesidential Spread E9otintg Foundation . • z - Conventional spread footings founded on undisturbed very stiff /hard natural soils . a should provide good support for residential structures within the proposed plat. All (1-- CL z footings should be founded at least 18 inches below the lowest adjacent final grade - and should be deepened as required to penetrate existing soft/loose natural soils o and fill to bear on very stiff /hard natural soils. In addition, square footings and N o continuous footings running parallel to the slope should be deepened as required to un w provide a set back at least 12 feet horizontally from the face of the slope. Footings should also be setback beyond a 1:1 (h:v) "projection from adjacent lower footings. w All footings should be stepped as necessary to maintain a horizontal bearing w o surface. - m _ • - Suitable•very, stiff /hard bearing soils are expected to be at depths of about 2 to •3 co 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 . - As an alternative to deep spread footings to penetrate soft/loose soils or fill and /or w w . satisfy slo setback requirements, foundation loads may be transferred from the - . - recommended minimum foundation depths to the recommended bearing soils by a ' c.) N monolith of lean concrete having a minimum compressive strength of 1000 psi. The o - - .. width of an unreinforced lean concrete monolith should be at least as wide as the . w w • footing or at least one -half of the Monolith height, whichever is greater. Reinforced - x o - 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 _ Ili z dense /very dense bearing soils under observation by our office and backfilled as c.) N - soon as possible with the lean concrete to the footing elevation. pi � . . - 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 #4 ^of • friction acting at the base - of foundations and by passive earth pressure. A for short durations of loading which r::� ' - 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 againstrk�; -'; undisturbed natural soils or properly compacted_ structural fill. Lai. r ;.: • The - bearing values indicated above are for the total dead load plus frequently ¢f, ;'xt� its ?� ' G applied live loads. if normal code requirements are applied for design, the vertical ' x°.`.; bearing values may be increased by 50% for 4 a - , :j: , , .;,3.' 98- 103 -01 7 ,... • Project No. Page �, ,., -, , :41. jvt fi! „,,,3 F•k ... ....,,, •U- x «•M+tw•.4KhrvWV:.iti^.ur v.. n.w4; M ...,.. a.t, ,.. '!: ,2' i x1' b i • ' Happy Valley Land Co. _ - February 10, 1.998 include the effects of wind or seismic forces. Allowable lateral passive pressures . - . may be increased by 33% for wind and seismic forces. • - Regaining 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 )-- z .. the wall design and method of backfilling and can range from 0.1% to 0.3x/0 of the ce 1 wall height. Design pressures for cantilevered walls given below assume that the 6 n / 0 top of the wall wi(i deflect at least 0.2 of the wall height. o o co 0 co . Static design of permanent cantilevered retaining walls which support a horizontal • i surf ace of properly compacted clean free - draining granular material may be based co u . on an _equivalent fluid density of 35 pcf. This pressure assumes that there is no w o water pressure behind the wall. A uniform lateral pressure due to backfill surcharge 2 should be computed using a coefficient of 0.25 times the uniform vertical surcharge �� a load. D - D. Static design of walls structurally braced against movement should be based on an z I . equivalent fluid density of 60 pcf. This pressure assumes that the wall supports a o - horizontal backfill of properly compacted free- draining (imported). granular material z i— and that there is no water pressure behind the wall. Uniform lateral pressure due to j o a uniform vertical surcharge behind a braced wall should be computed using a • . coefficient of 0.45 times the uniform vertical surcharge load. . • o . . " . Seismic design of retaining walls should include a dynamic soil loading based on a - I LLI 0.24g 475 -year UBC recurrence ground motion level. Dynamic soil pressure should 1 . be assumed to have an inverted triangular distribution. The dynamic soil pressure o _. at the top of the wall should be at least 20H (psf) where H is the height of the wall w 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 z 1- 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 wails. As a minimum, the - drainage zone horizontal dimension should be 3 feet or 1/2 the wall height, - M rc.:' Ott ,'�_� "� Project No 98- 103- 01 Page 9 � g, �� r .. . , _ .• • , • • 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 z implemented and to make any supplemental design recommendations which may be . l required. . !- w X 1 .. - Observations and Testing During Construction c.) o co 0 Recommendations given in this report are based on the assumption that all LU i development construction will be performed under engineering observations and co u _ testing. All structural fill and backfill areas should be observed by a representative w o of this office after stripping and prior to placing fill. Proper fill placement and 2 compaction should be verified with field and laboratory density testing by a qualified LL a _ testing laboratory: All footing excavations should be observed prior to placement of a _ steel and concrete to see that footings are founded on satisfactory bearing materials - I w and have proper slope setback. z - )-o zi- , CLOSURE • ww i U Q _ - This report was *prepared - for specific application to the subject site and for the `� use of the Ha Valley Land Company and their representatives. The ° w exclusive s Happy y p Y P w w . findings and conclusions of this report were prepared with the skill and care i 0 ordinarily exercised by local members of ' the . geotechnical profession practicing �, o - under similar conditions in the same locality. • We make no other warranty, either w z • • 'express or implied. - . v=. Variations may exist in site conditions between those described in this report and • z 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.. . . - Respectfully submitted, GEOSPECTRUM ONSULTANTS, INC: • - -. • • . A - 6 ,9 --- ,. ..D00,•:* ' . • - ja V . °Vevii IV -.N. ,-.T: •i iit ,,,,, ' r , . � , .! (0 James A. Doolitt . �„ , Fu rinci al Engineer r • � �, a t .4 : • -i/ a, , End: Figures 1 and 2 ..% .'236 • ' a .; ., Appendix A - • q Grsr E° � • • •� Dist: 1/Addressee 4 tr 1 r: 2/Baima & Holmberg, Inc. EXPIRES 3/19/ i• Y M 7 ? • - I 1y. '3: Project No. 98 -103 -01 Page 10 r ' :;' _ , • • .. • - i � 1 , C O♦ am 7�' � , , __ rM 9,-:i � _ t • n j -- i . , fb/y..•r W e ! . 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Wit, lam s , ., � '. . - -- • �. ;Y . - t t \ Jr » , i .5 t ' - 1( =� Q • . .1.- ..12....L - ...• - ---- 6 ..... ; -y_•-• " .r,. ! . `/ a 1 r [ W �` . \, \^ . ^.n' ,tv16^ 1 :J9ti T \....'-...---‘, \. :/ ;' • t • / � ��1 ".per .V.• j Qa •\ ' "/ L l' O • i ' , l i . ••* *\ , .. • verton . y :'�:'g \/ I t (�� G”` ' y � - `�� •t. - LU Z - ., ` ; • j • ..1\ ' \ / /` \ , :: "� , 1 i nom•_ -` . CO �. ,. ..: �` F. h arroi t � •.c� i�'• ��'• -'� • '� '• : j� ,f '• ] ! - 1 t ■• ' , .•• �'�'- f . ' • .. .--t _ 1 w, S i -� may \ ma c • �; '°r.. :�" t• ' l (- 1. . 1 • ,...,„,,,..--.„10.0.---- ...;.://•-•„ ■ ,. , ; 1 „.. .., . (.., .. p . • \ i :.;•: 0..t.,. - / `T' it • .w.,n,nslen „r 4. � •• ".. '•t• +, 1 ,`, L �1. , ` • • • f f • • Cori . . : .• 1 f • • • ' 1 1. 2N 1 : .10 • • i .• � , I 1 / • / vSL∎ � : ' • t \•, . • : . i s I , • • ■ ' P • Q i � ••' . J . •- ! ... Q • t •' :I' ,' ! / ' R r% L . • , - 26 Ft ' :.% 1 • Vi .( / . - :fi ; , 1. I , 1 \ - • -. .\ ` • ' ' • t . j ;.t `\ L Qa 11•\" g:` \ •• \ . - �� \ • � t `! / k '� ' ,.. =. P f 1 ,,, • lE 1 7aCOMA � \,, ; .'/ t �:.�,,. \, \mot - 1)1 ,s_�J�..ff ,, 1 � j : �` 1 ',• .'' si i I v ..\..y• .i: C•• . I f \ ► 'U•.\ •3�. — .G .:"�. ..•• .ail'. +', . .. _ i%!s` ref: Preliminary Geologic Map of Seattle - �!!� • and Vicinty, Washington, by Waldron, - ' ''' ”` s.' `'` , , ; t ,n • Liesch, Mullineaux and Cr'andell, USGS. . _ . t Map I -354, 1962, scale: 1 " =2640' - �. SITE VICINITY • GEOLOGIC H P a' - " , _ . . ;; ,, Proposed Foster Heights Develc� �- ,:., GEOSPECTRUM CONSULTANTS, INC. 146th e 51st Ave S u t. South 1.bth Stre t & „= �!,;!,!.!< �:-• Washin won . , i ?Lkwi 1.- 1 , Gaorocnnlccl Enpinaarinp ono' Earrn Scl nco• »3;y � t _, _ °I ll _ Ul lami •••• _ • E el) •, • • 5 • . E = . G, , 41:t I:, PEI O SI; t\4 , , 4 . O • c•I'''' 11 cra cx _ . } • __ _ __ _ , • , ..- - - _ _ r rr x h ,„ . :,:- f NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN PL. � r s k- .-1-; THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • t _� - � • - •�r _ . �.. -_ � _ r Sli � , t r - n. fi ;; ' i r�J` _ t r? A s 3 k _ ;: LIVIA _ '- }. .t I:::; thy! d t - _ -.,_, • . • - . V TEST PIT NO - 3 . • Logged By JAD V - • ' Date 1/23/98 Bev. 422' V z Depth USCS Soil Description (%) , ' 1' w oc - 6 Topsoil /Organics soft m dk brn v 1 ML Sandy Silt very fine --__ _._ _ o w /occ gravel to 3" wet gray- UJ - - Dirown - Seepage � • 1 to 2 - firm very mottled 40.6 --- -- i to O iii — . 3 — w /trace clay S e r Y • • moist 8ra�vn .. — • r e -brown i a to . -4 — • - hard _ = 0 - - F' _ 5 — .. z t.-. • -'. - —' _ W W _ 6 .— - _ _. _ . 2 Q U 7 — Maximum depth 4.5 feet: = 0 • Seepage at approximately 1 - 2 feet. - to t u =U , . . - �0 .TEST PIT NO. 4 N • Logged By .IAr) _ _ • Date 1123/98 E lev. 423' - z = - Topsoil /Organics loose moist • dark - rnwn 1 - SM Silty very fine Sand ve ry brown n , -- - moist brawn . . 2 -- • w/ occ. gravel to 3" — — - — - medium mottled 19.1 • dense ra - 3 — �roin - & . e n rw # 4 — d • - - dense _ mi _ b moist gray t SP Sand, fine -me - o _ _ — - — — — 24.1 rCavin — 1 . ; .. 5 — wet feepage „ h • 6 - _ - SM Silty fine Sand v.dense v.moist gray -brn tt f . ° ' " ..N _ Maximum depth 6 ft. r.. ^ =K Seepage at approximately 4.5 - 5.5 feet. • - ; TS ; • s. ,,, ', 4 ,:3, r ��; •.M le i, Y: TEST PIT LOGS i,.,,,, -,:, GEOSPECTRUM CONSULTANTS, INC. Proposed Foster Heights Development Ap : - . South 146th Street & 51st Avenue South ? _ . t t� , �:a. �� .., fa Washington i x Y. u kw T Gootoc Inlcc21 Enolnoor/no cn ' Eorttf Sclonco, Proj. No98 - 1 Q3 Date 2/98 Figt:rs ri ,„,..,... y.1 ll, 0,,,V ,, 1 •ro , -� _ - • TEST PIT NO. 5 - . Logged By JAD . • . Date Elev. 428' • • 1 /23/98 Depth W (ft,plows USCS Soil Description ( %) z 0 — Topsoil /Organics soft . mos dark , 1 z w /abundant roots to 1" wet brown I w 1 ML Sandy Silt, very fine wet ra 37.3 ag — r v 0 ` ' ` 2 — occ gravel to 3" � ro � vn S . u) w fir i _ & g — — — --- — — w = m -' �-- 3 very 9y 17. N I_ & Silty fine Sand -- — O 4 — Yli moist brown • w � a — H = . — 6 — E- O - _ zi . 7 Maximum depth 4 feet. _ . . Seepage at approximately 1.5 - 2.5 feet. m o U 0 Y al- • TEST PIT NO. 6 - al � Logged By JAD LL' z Date 1/23/98 - Elev. 408' iii v� . U ve 0 ' Topsoil /Sod wet dk -brn FILL p I' y —L Sandy Silt/Silty fine Sand i i ed �- z • • 1 — rn - It - rn • 30.4 2 — brown • \ . — 3 — Very PL.1C.k — __ _ — 11be av-T moist rn • 4 — — comes m Sandy � � � — _ �e d mottled brn 20.5 to dense & r d-brn 5 ' Maximum depth 5 ft. •• . ?� � ., $., ! 7 Water at 9 inches after 15 minute. N . 'Mr��i r s r : +f, r.l r }* ..-- • �. ', Ft ^ for t T EST PIT LOGS . � ,�, y ;;,�x Proposed Foster Heights Development lott:w°y GEOSPECTRUM CONSULTANTS, INC. 9 p y :g, South 146th Street & 51st Avenue South �\ , -. ,..: � .. "' 1.«\i: �, : ,,,x.p..,. , ,' a A , u �. �` r = : .. Washington u i Tukwila, Cootocnn/cal and Ecn'n Sc/oncoa .;?t. ? ,'. •,• Prof. No98 -103 Date 2/98 I Figure A 1 . 1 - i ' - - .r/ �i ■ ■ ; gent by: Earth Consultants 425 746 0860; 01/11/0') 3:44PM; #811;Page 6/17 ., A. I, I - 1. Earth Consultants Inc. �I , � (n• )U iii iiv,1094 )ux+G•. (;,..b.KLti(& K l,)�9�i.u))r,u.0 s,ii•)ilkr(... 1 January 11, 2002 E -9920 +f- LU ;r ? FILE COPY..... _ .. __,. o City of Tukwila - . N c3 Department of Community Development w i 6300 South Center Boulevard, Suite 100 co u_ Tukwila, Washington 98188 uj 0 Attention: Ms. Joanna Spencer, Development Engineer u. j =d Subject: Geotechnical Review - Lot 4 F . w Proposed Foster Heights Subdivision Residences ? ~ South 146" Street and 51" Avenue South w o . King County, Washington 2 o U Reference: Geospectrum Consultants, Inc. o F- Geotechnical Evaluation _ 0 Foster Heights Plat Development LL � Tukwila, Washington . z v N Drawing FH -4 0I- i Site, Utility, and Drainage Plan z . . , Foster Heights, Lot 4 t _ Dear Ms. Spencer: • . . .. In accordance with your request, Earth Consultants, Inc. (ECI) has reviewed the . . ' referenced geotechnical engineering study and drainage plan for Lot 4. 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 4. RECEIVED r , . CITY OF TUKWILA r �" ',' J tiJ �'� �. `J 02 ; 1 4 b f t 5 8 PERMIT CENTE „4 f. _' Vic' ; {7i a. t 4 /:)02 1805.136tn Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643.3780 FAX (425) 746 -0860 Tole Free (88B; 739 -6670 V1 55 .,„„!..‘.....,..,,t ..,,...................... ...........„.....„.... K t . , . . Sent by: Earth Consultants 425 746 0860; 01/11/02 3:44PM;JetFax #611;Page 7/17 Xr City of Tukwila E -9920 January 11, 2002 Page 2 z We trust this information meets the geotechnical plan review requirements for Lot F 4. If additional information is required, please call w ': re ? Respectfully submitted, c.) o co { EARTH CONSULTANTS, INC. � 1 N 0 A. c al o r l rs N + ( 1/ (p2, LL? ,14,16 LLI r► �, *Aso -� ``, z I- e oNAL z ° Raymond A. Coglas, P.E. uj Project Manager fEXPIRES 7/2 -1 24102- 1 RAC /Ime w W W I V i cc: . Lon Classic H z ' Attention: Mr. Doug Pulley iii o i ,e r as „; • Earth Consultants, Inc. f0. NOVO - , . ..r . ' _ _ WAMT4'UN 5.5B 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 10/15/99 FILE: C: \ \WATTSUN5 \ \LCH450.WS HOUSE ID: LCH450 Site: Analyst: CAV Cllr , urisdiction: Q Doors U -0.390 36.0 14.0 LL' AG Wall Al 1 .1 Jet Z U -0.062 2538 157.4 di Ceiling, Attic U -0.036 1410 50.8 v Infiltration PERMITCENTER ACH -0.350 21060ft3( 134.9) p I- -- Z Reference UA 508 - - - - - -- — PROPOSED DESIGN COMPONENTS Component Description Value X Area = UA , Floor R19 vented. Joist 16oc U -0.041 1410 57.8 Glazing @12% 2g1 Wood /Vinyl <1/2 ", Clr U -0.630 279.0 175.8 Doors Metal 1 3/4 ", urethane flush +tb f! U -0.140 36.0 5.0 AG Wall R19 STD Lap Wood U -0.062 2610 161.8 Ceiling R30 blown Attic STD baffled U -0.036 1410 50.8 Infiltration Standard Air Sealing ACH -0.350 21060ft3 134.9 `' w Proposed UA 451` ' Struc Mass Light Frame, Sheetrock walls M- 3.000 2340 7020•,,' �'� ,1 1)02 4 14.10 I 5 8 0 „ 13 4t ' i Rt ? Items in parentheses not included in COMPONENT PERFORMANCE totals. ?•., ;, Page 1. j n AIWWWW . uu�. ..., ,.,w,., ,..�,.M __. ..._...._._ ..._,.... . ( , .■ .- J.- . - — _ _ - .--•- I - v-_ N. WAT'f'SUN 5.5B 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 10/15/99 FILE: C: \ \WATTSUN5 \ \LCH450.WS HOUSE ID: LCH450 HEATING /COOLING /VENTILATING SYSTEMS PROPOSED Z Heating System Type: Gas Furnace Make: DEFAULT Z System Efficiency: 78 % c[ N V - 0 17. H PROPOSED DUCT SYSTEM z Location Avg Rvalue Surface Area 1 SUPPLY Vented crawlspace R- 8.0 468.0 ft2 4 RETURN Attic or garage R- 8.0 93.6 ft2 • GLAZING ORIENTATION " PROPOSED PROPOSED South ft2 North 279.0ft2 Southeast : Northwest : East West ,' ,' Northeast : Southwest Eff S Glz: 2.4% ,A ` r v t , - , A ter. 1+ttr� * . , 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. '`' ° "'''�'' ,) i+, kl?+ xV. Ahh�'* nrrF+ grartcn- wH, :Krvv.rrr+zw.ao: rew Meer. w...... ,...•,...w,.;;tt»y..o..,•.... ........ « .....w..,«;e., t . i -\.iz r ".� ' • . . f- f- �\\ .am\, �\\\\\� a\\\\\o m\\\ . \• \,air. „„) ��\\\„.., ,\r- \„ ,..,�r\ „: ar\„,„:\�\r\ o l�\�... U A L. ” '66 , D o ;�. § . . : 1 D • z S \ , .� W 1 -2 1 , re .. . - T:7 >i U U a . ti 3=2 > i I, � -2 > 1 CD W = U) LL O f \ \ cc i \ \ o R -2 6 LL t I . e . U d I W ZI o s F. 4 - 2 1 Z O 4'� 1 i c WW G D, • H2 -2 1 U N \ , 1GR -2 . 1 .. .. \ 0 H- ,F \ — -- -- - - - - • W 1 2 • iR -1 Z . . Iola 1 0 ipir, 0 I ,„�__ im; 'cm o` r dU i r 0 ill 1 • • . '-I - RECEIVED . . tTV OF Tool/ILA . , . k-- - 9 ,_ 3 , 9 . - 0 . I . . . 10 ` -0 ' 20' -0' PERMIT C ENrpp 7 ---- " -12.---- FILE COPY , : 1 • TCLL .25 PSF PITCH 6/12 SAVED AT: L: \LAYOUTS \LNGCLSIC '01,y44. x�4 TCOL 7 PSF TYP OH 1' -6" SAVED AS: 450 -A l• % : ;'tf „ . . BCOL • 10x PSF 2 i e V.„ , j • is.. � r DRAW BY LL Scale: 1/B” Date: 10 -05 -1999 � „ ' 1 yy'” TOTAL 42x PSF LONG CLASSIC - 1 `o, ;�';� • wal 4 f z ?r ■ - -. - -\.Gr -.4.1 ,'` 1 Z -Z IY 2 ... .. „ . • • :00 • U 0 • LUMBER �„ 1FICATIONS 20- 0- 0 HIP SETBACK 0- t, 1 FROM END WALL ANSI /1PI SINGLE MEMBER FONh__. W4WRDH J I • LOAD DURATION INCREASE . 1.15 4 1 1• -3023 0 1 2651 w 1 - - I -' . SIZE SPECIE GRADE PANEL IS) • T 2- -2904 0 2- 2637 w 2- 160 NIL TOP CHORDS: • LOADING T 3- -2637 B 3- 2651 W 3• 0 W 0 2x 4 MSR 7650E 1- 5 T 4• -2904 W 4- 160 DOT1OM CHORDS: TC UNIF LLI 50.0)404( 14.0)- 64.0 PLF 0' .0' TO 0' .0" VERT ' T 5- -3023 w 5. -9 • 2x 4 MSR , 165oF I - 3 • TC UNIF LL 125.0) 35.0)- 160.0 PLF 0' .0' TO 12' .0" VERT J WEDS: TC UNIF LL I 50.0) 4DL I 14.0)- 64.0 PLF 12' .0' 10 20' .0' VERT LEFT - 1679 RIGHT - 1679 IL Q • 2x 4 HF STO /STUD 1- 5 BC UNIF LLI .0) 25.0)• 25.0 PLF 0' .0' TO 20'. .0' VERT - d • BEARING AREA REQUIRED (SO. IN) I TC MAX PURL IN SPACING 24" OC. UON. TC CONC LLI 465.7) +CIL( 130.7)- 597.3 LDS Q 0' . .0' JOINT 1 2.69 OF / 4.15 HF / 3.95 SPF. 1 _ BC MAX PURLIN SPACING 120' OC. UON. T C CONC LLI 466.7)4OLI 130.7)- 5 97.3 LOS P 12' .0 JOINT 6 2.69 OF / 4.15 HF / 3.95 SPF Z (^,- • • NOTE: ]1f..8RAC1NG AT 24" D.C. FOR • Z 0. • • ALL FLAT TOP CHORD AREAS NOT SHEATHED. W uj MAX LL DEFL - -.119' Q 7 L/360 • .647' 2 D MAX TL DEFL - -.i72' 8 7 L/240 - 977' NOTE: 1X4 bracing at 24' o. c. A = U MAX IiORIZ. LL DEFL ■ 055 - . Q 6 maximum for all flat top chord A' �Ot� 0 ' . MAX HORIZ. TI DEFL - 078'. 0,6 areas where Shown w. 4,i\- - 4,i\- F w y ` �. 7 - ]]_]] - -- -- 7 11 - 11 _ �r c r r� = W o C - 7x7 C -4x7.7 .. �� x► LL 0 _• . 6.0::::::0010000000. � C- 2.5x3.4 �JG.00 �� lS8 U VJ • C 2 . 5x 3.4 � 4 '•f f. g-- o �• k__ AL Z • coi 2x4 wedge Q 2x4 wedge. • 1 Exp1P _6 - -L I • en 441 •, . • C -3x9.4 C -3x4.3 C -3x6 (Si C -3x7.7 C-3x9.4 • • y..- ......_.. _.�- - -- - y . 20 -00 -00 ) - • • • 'Scale: 0.3125 ,: i. • • JOD NAME: 8H- 20 -6 -42n } n �Y„ e. ! ; . • .i..d'"'pt FILE NO. WARNINGS: General Notes, unless otherwise noted: ,ti ` s th d ..7 }•�• 4 1. Read all General Notes and Warnings before construction of trusses I Design to support b wn ads as sham. �,} " , 8 A - Zo - 6. 4 2. - 2. Guider and erection tarmador should be advised of an General Notes and 2. Design assumes top chart to be laterally braced at 2 o.c. and bottom r 3�' Warnigs before construction commences. chord at 10'•0' o.c MU. it tba and 12' -0' o C. mu. if root. $1 ` rte DATE 3. 1414 compression web bracing must be imaatted where sham •. 3 244 impact bridging at lateral bracing recommended where sham .4. 4. Al lateral bra such resisting elements su as temporary and permanent 4. Instaxalion of truss is the responsib7dy of the respective contractor. 7-- 6 --- 99 boxing, must be designed and provided by designer of complete structure. S Design assumes trusses are to be used in a non - corrosive environment and 43 4 Truss-Span assumes no responsibility ility t such bracing are lot - dry condition of use. i" r ' •` ` :, c 7,:mi.. y l S. No bad should be applied to any component axhl alter bracing and fasteners 6 Design assumes AA Dearig at all am. a it parts shown. Shim wedge necessary TRUSS • DES IGN BY are conpl and at no time shah bads M greater then design loads be 7. Design assumes adequate drainage is provided. own. f � SPAN > 5, :, applied to any components. 8. Plates shire be bated on both tags of truss. and placed so their center iiy ' ; t . .D�4H�a�if^ 6 hus s •Span has no con hot over and assumes no resporesponsibility la ths ielaxat orh a xomporheroa. Fees coincide well jowq center l rtes. 1 { ` f v 9. DOinricate size elplatein inches . Lumbermen s Building Cente G i ; ,,,, 7. This design is furnished subjea to the Fmitations on truss designs set forth 10 For basic design values e1 the Computrus Plate. indicated by the peF4'C' i pi t . • SE O. NO. by the Truss Plate MOW(' in 1118.91 Summary Sheet'. a copy of which wia set I.0 G O. R.R. 4211. - 'h . , be tun:shed by Tiuss•Span, upon fequest. 11. TM Compurus NM Section Plate is indicated by the pxehe'CN', the c� designaa (18) indicates 10 ga material is used M others are 20 ga. 1', t ., r KCri „as'. • 4 r. .swaw _., • jtie. "1M r . 0, "'irr',. ' •h., , r.' - 9 4.• : , ;r. ..t.. , n..:.w.,:+. u n r 'b'J.' rio. y. r:• + f ,o- a.., rq .r `rY{ rr "F+i'. t, 1 !^iV 4i .� 4 ?�4i`N. �?%1'R'yr,; r+, '4'.'t54�)x_a:'(;'e,Y•45x::'P', i <�,! r'ah -_ 1 - - - - - - -- l r f -. , • • Z ■ • = :1 � QQ W � . J U . • • jr I U O `�. • • N 0 • I J U) LL1 . a . ,J ...1 I- CO • • IUMOER SPECIFICATIONS muss SPAN 26' .00' ANSI /TPI SINGLE MEMBER FORCES wewnON LL • • w U • U T r i • O~ 10 -00-00 10 -00-00 • Z f 12 12 . • 6.00 � Is Q6 .00 • • rn C-2.5'3.4 C-2.513.4 , I ' 4- • v • • rC • O , . • o '- 4" A x L e 1Tl v � %� /: 9/ • Ca C ls6r C 3t4.3 C 314.3 C 3t6t r o ' A 4v, NALe C- 34115) l - -- - 20-00-00 I �S -1 ; z . ,, , , , • EXPI { ',n ~1 Scale: I/4` i s Inn NAME• in-2 • , }� . FILE NO. • wARNINOS: G•nerat Notes, unless otherwise noted. i D" I. Read al the General Notes and Warnings gs before construction of busses. I. Design b support bads as dawn. , , e 2, Outdo and erection contractor should be advised o1 al General Notes and 2, Design assumes top lard to be laterally at 2'•0 o,c, and bottom -r,.', ` Warnings beta' construction commences. ' chord al 10'•0 o t max. H m toot and 12 o c ax. H roof. 3 Iae compression web bracing must be installed where sham r. 3. 2x4 toped bridging a lateral b shown tearing recommended where sha r r. u t DATE 4. Al Literal Same resisting elements such as Temporary and permanent a Installation of Truss is the resparrsAiAy d the respecticontractor. icontractor. � ' 7 a/ 99 b must b. d and provided designer d complete structure. S Design assumes trusses are to be used b a rao-corrosiv environment and in vs s b 44 u r / 1 des no s ch foe N ,� „r 4. assumes no responsibility la such bracing are l'dry condt on o1 use. • 4R , µ4 . ", S No bad should be applied 10 any component until after bracing and bsteners 6 Design assumes lull bearing at as parts shown Shim or $ necessary TRUSS SPAN ` IlAqj a re complete. a a t no Arne should bads b• elder than design bads be 7, Des assumes adequate drainage ` 'v DESIGN BY P 'gn Design q nageis povided. arm . { ., .ppied 10 any components. E. Plates shall be loafed on bah boss of truss. and placed so 141 cantos ' . 6. Tr ws•Spm has no corded over snot assumes no responsibility lot dM Goes coincide web Obi onto Goes. ar' `✓ installation olourponent$. •• - 9. Digesindicate$1eofplateminches Lumbermen 1 s Building Centers r•rx .� s . T. This design Is furnished subject to the Imlatians on tons designs set forth 10 for basic design values of the Cenptrus flate. Indicated by the metro •C k" � i � ,; SEO.NO. M the Truss FlMeM+s flro•fllsumrry Sheer. a copy olwfildrwil see l.C.BO.RR.42It. Cppy (c) Computrus It e . b• furnished by Trs•Span upon request. 11, 714 Computn Pla n Net Section te Is iodated bf the lash CN , the >4 x designator Ile) indicates 1E pa malarial is used. NI others see 20 ga. d,. ,, fi €1 • .,...,,, ..., •... _......„...».....,,.,,. ...,. ++„;•.r- .w n,.,.,5,..w.ir liarrr ;••; : , rvwY,+va..n�no.w=•..w w. nor„...._».,. a.«....,....,..,,....,.•..,. .._..., .............. ... ............,......, ...- ...,,•,„ , { . ...,- - -- - - -. • . 0 . • • -i , • Z W CL _ . W� 0 0 • No 111111111111 1 . Ili X ... (.0 IL WO r LUseER SPECIFICATIONS TRUSS SPAN 30'- .00' ANSI /1PI 2 MEMBER FORCES 4WADH 2 LOAD DURATION INCREASE - 1.15 • T 1- -5840 8 1- 5122 W 1- 256 M 7- 1696 J SIZE SPECIE GRADE PANELS) SPACED 24.0' O.C. T 2- -5856 8 2- 6218 W 2- 1480 W B- 38 U. Q 7OP CHORDS: T 3- -5276 B 3- 6218 M 3- -1722 N 9- -1496 co - 2x 4 MSR 1650F 1- B LOADING • T 4- -5360 8 4- 3984 N 4- 1672 N10- 1276 = d BOTTOM CHORDS: LL ( 25.01 •0L ( 7,0) ON TOP CHORD - 32.0 PSF T 5- -5360 B 5- 3984 N 5- -1056 W11- 52 f. - III 2x 6 MSR 1650F 1- 6 IX. ON eDITON CHORD - 5.0 PSF T 6■ -3166 8 6- 3174 N 6- -324. Z H p WEBS: TOTAL LOAD - 37.0 PSF . 7 7- -3.332 2x 4 HF STD /STUD 1 -11 T 8- -3620 Z 5 . 7C UNIF LL4OL- 160.0 PLF 8' .0' TO 10' .0' VERT W I C MAX PURLIN SPACING 24' OC. UON. BC UNIF LL +DL- 25.0 PLF 0' .0' TO 10' .0' VERT LEFT - 3076 RIGHT 0. 1914 W -. BC MAX PURLIN SPACING 120' OC UO N. V m • NC T C CO LL•OL- 598.0 LOS Q 8' .0' BEARING AREA REOUIREO (S0. IN) u NOTE: 1X3 BRACING Al 24' O.C. FOR .fir * BC CONC LL•OL- 1603.0 LBS 9 9' 11.3' JOINT 1 4.92 OF / 7.60 HF / 7,24 SPF Q - ALL FLAT TOP CHORD AREAS NOT SHEATHED..` ( 2 ) complete trusses required. JOINT 9 3.06 OF / 4.73 HF / 4.50 SPF 0 1- OFF PANEL SPLICE NOTE: Join together with 3 - x_131 OIA GUN nails staggered at W IL1 • Off pane) point splices are located II 9' - oc throughout top chords. MAX LL DEFL ■ -.103' Q12 1/360 • .969' .. o at 1/5 the panel length 4/- 6' at 12 throughout bottom chords. MAX TL OWL - -.240' 912 L/240 ■ 1.454' Q (- either . end of the panel indicated. ( A ft A ( 1 oc throughout webs. MAX HORIZ. LL DEFL - .027' Q 9 O except end panels. Note: Stagger splices on ad)acent members. . MAX HORI2. TL DEFL 0. .065' 9 9 111 Z U = ** Hanger to apply conc. load(s) E- 1 • to all' members. .. O 7 -11 -11 14 -00 -10 7-11 -11 o � *vJAS/ o • o 12 12 • 6.00 ( C -4x9.4 _ C -4 'Q6.00 . sON . o e C 5x9.4 C-3x4.3 .C- 5x9.4 _ !. tl7 . , C - 3x4.3 C -3x4.3 - . Jf?`173 it, .. ` `C- 5x9.4 .� �., C -5x9.1 SIONAI, I 1. 1111.. ..- ... - / ,, ..ti J . '' .) ;41. r_ . '� ■ �" 4a - 3x4.3 C- 5.5x9.4 ; C 5.5x9,4 C- 5.5x9,4 C-314.3 ° L I PIRE3 W1Ulo1 J C -3x6 CN- 5.5x11.9151 • • :: C -3x6 ,, , :- .:ix, (Wedge required at heel (s)( }; l ! 10 -00 -00 �• 30 -00-00 � u ti�•:��',r1 r Scale: 3/16' *: .,., � .. JO@ NAME: H1GA This 9�)nn Dry :limed from computer input by Lt1M-ABlIN .. ? t. . -. . watwra•: Oe-0rd Notes, hates elherww noted: ; . i I /Wad d a . 1. n. Canned *N . .. d w...M wInane- . ►•r.. r.n •r Inane- 1. Design to support W n. Il Wade as show f gn conforms to UBC -97 AnVer: 1 .07 (1L) -W ' yk1; ; ,. 7. err+. wad - «n.e .- rnoctw shout. be ✓.h.+ of w Crwr wtw and 2. Design assume. the top and bottom lends to be laterally braced at , `y " :7• w MM• d.r.d.0 -awn ......r. 1. 2'-0 o.c. and el 1 2'-0 c.c. respeFervdy. , I 5'tier wsix 3. des •••Y •...•- - lowly wore b. a..t...e ..1.........rn .. 3. 2x4 knpa ct bridging or lateral bracing rewired whore drown • • , ..',fil .,.P. , r,, -- 4 . Al MIrJ w.. , .r imy i.r..ta ....b .. t..r... 1 ens M..rww M �• Dc. n a t i On o f tru a the re nawt In • nenconowve en o the raspactiw col environment. OA1 E• 10/ 5/1999 5, Design .sumea Inaba@ are Is e b use v t :r.. . ' ....r N da.+r•.e and 1+..•ti.1 ►l nrianwo of u../1.t. •a...ra, /.. and ere for `airy cordrtian` of ices. • 7 D , /t C.w all e w •••••••• •••••••• we..gwYhy I.. . lie M.ri.� S. Design nnnnes lull beating at al supports thorn. Stun or wedge it ( ".: i':�b ' F ; [. DES BY: �Jh S. lb* Mall hA..ace►...�a.a t. any •.r e.+..u..0 .11.. al lo.a,•.na note:may. CompuTrus Inc. C: . -,,,,: t , • ? A..•...r. r. a . ( i ,75.1 :4 ti; ;'4 .we 6"..we at Mdn... Mr 1."."""..'". a"." a. assumes adequate drainage is provided. a. Ptales sMlt b located on both fecal el Wu, and placed .e their canted ' Menlo . W. .d I. .9' «y +...6 lines coincide with joint cemn li nes. ...Owl at sea •o . IDIOM In n . to . vet. a b'1 * ' %L ; {� ti Z) SEO .: 780614 S. C•y.wr.. h.. v.. '..w.r.r veto .. d a....... n....b.n•ba•l 1r Ina 5. Digits indicate site of plan n inches. t ' I loa t.elow. h....y,.1r,,- a.4 .w4 ►.nab• den •r e..r......r. 1 O. F« bait design valves al MI Crampon.' Plate, indicated by the prone 7. le► bear. lo .u.e.1..d w ..w to u. ah.eeh....- Inns Awde . w 1...b C', see LC.e.O. N.H. a211. p a: '`1" N. bent* Uwe. liede r.ewwa bib..** Wood Inann, Hall V', • ..es sd 11. TM GmDUttus Not 50 �i.n Pleb {. indicated by the prefix 'CN` the I`t >«� h ; �� �� awoY../ be c...e.0nn ...pew, doeipnate. Il at indicting IS ga. rnetrisi ie 4+0041. An ohms we f0 gw :Ai' 4 t...',I, Yj ' 's: P" ^ti.:r ,.`,'",,%.",%`' r."U* ,fBP f'•�.,111. '..,t""'C12,4f:.ir.:- -. _. .. • ... .-W. _.. .. ... .. ..... _. .. .. , } ■ _ - ■ , .". _ -' +.r ( 1 - — , - ',.{ r \' r • 1 �./ . ti. \III Z ■ i Z • .. r � 00 , coo - HIP RATTER BEYOND N W I O J F 0 / c • -X6 I2 HT MIN SHAPED G u j O \ BLOC% BY OTHERS r t I \ t ri n es Q IIL R ( 1 I! D H I I bill I ) H I I II N d R I RI H4 . I = W I i ~ I I I I -- 1 _ ' M I H3 Z O -:.-.._-. --, i . . �U O SECTION 0H I I (:ii) __.,/ ILI n 1 rillPRI I1I . . F- LL it 1. " -- ma SIDE JACJCS 0► TOP CHORD BRACED 40` O/C Z RITE 2X4 STUD HT MIN VERTICAL W CORNER Sit BY OTINERS TO HORIZONTAL 2X4 V N_ T'OP CHORD LATERAL BRACING RAIL LACrD WI77M ( 164 ASLS. Ilrillifill H I O RN � Ot AN AT ' M D "IM 'TRUSSED TX'D N B � ~, • i 11101 i I • END JACKS OF • END JACKS © ANCHORAGE FOR WIND CORNER SET • UPLIFT HY OTHERS FIELD INSTALLED WEDGE AT HIP RAFTER ' WHERE HIP RATTER SIZE MATCHES TRUSS TOP CHORD SIZE FIELD RIP HIP RAFTER DONN Si SECTION TO TRUSS TOP CHORD SIZE I � • TRUSSED HIP LAYOUT SECTION �� SECTIO . - �I / X - BRACING BY OTHERS AT APPROXIMATELY 2X4 CONTINUOUS BOTTOM CHORD LA1 EMDNAIL END JACX BOTTOM CHORD W/ 2 -16d 45 DEGREES AT 12' -0' 0/C ALOwG BOTTOM BRACING DY OTHERS 11' —o` o/c M1 MAILS TO HIP TRUSS BOTTOM CHORD IT: CHORD LATERAL BRA STARTING WITH CONNECT TO EACH TRUSS WITH (2) A. HIP TRUSS IS A SINGLE MBR, THE LAST SPACE(S) OF HIP TRUSSES R HE CONTINUOUS TOP AND: 2X4 STD L BT j _ 0/C r ; 3 • B. ROOFING I$ COMPOSITION OR If EACH CHORD LATERAL BRACING 2' -0. ) ti • � MOO D SHARE. 4X2 SOLID BLOCX(S) AT EACH X -BRACE TO -- r BY OTHERS. ATTACH WITH (2) 16d ,}* I TRU53 TOP CHORD$ WITWITH (2) 16d MAILS i NAILS EA LOCATION ' ]' r y 'r C�,,, j, . EACH END BY OTHERS i , '�,".;t t , . CONNECT END JACK BOTTOM CHORD TO , HIP TRUSS BOTTOM CHORD WITH AN / � �!�„�. r:` R • , LU524 HANGER IT: •. 2 • A. WED IS PRESE:iT IN EMD JACK , �•r 2X4 -0 S TUD H ,,.. " s ? .• (I.E., TILE ROOT). •z ' • CLFJi . ` ; . OR; A �� A` BT OTHERS ' B. HIP TRUSS IS A DOUBLE MDR I �- - � - t. sr ( A }":4::' i r TOUSAIL TOP 2HORD TO HIP s TRUSS wITH (2) lbd NAI �� .X6 f2 N► LEDGER BY OTHECS AT 'S ANC1aORAGE TOR wIN. ,. NOTCHED HIP RAFTERS. ATTACH WI 1t Y: �UPLIFT BY . , 1 (7) 164 EACH MAILS CH IACATIOM (s)r oTYUOCS' • l / � / str SECTIONS c AMo E � ` L t r% , :. • a,.S i` { 1X4 COMPRESSION WEB DRACI BY 2 %4 X- BRACING WITH (2) 164 MAILS EACH 2X4 CONTINUOUS BOTTOM CHORD • OTHERS AS REQUIRED BY TRUSS 774r 4 4 LATERAL END THROUGH TRUSS CHORDS AND (2) LATERAL BRACING BY OTHERS ENGINEERING '� r ' MAILS EACH END IN70 BOTTOM CHORD LATERAL ti'. -o 0/C MAX. COOILCT TO r ' ��7�:�e ' : SECTI BRACING AND TOP CHORD BLOCKING EACH TRUSS WITH (2) 164 SECTION % 'u'� - r 4 e }r C, Y, 20010803000206 DOCUMENT RECORDING fi COVER SHEET F Return Address • I , ' ) CITY OF TUKWILA I ) Office of the Ctty Clerk a 6200 Southcenter Blvd Tukwila, WA 98188 Z 1 " (206) 433 -1800 O ; 1- 1 D Document Title(s). , L. • • :. : •.a ND( • • .. • . . • • .: 1 .• • • UNDEQ- re w 5 �� NNCE • "fC PDR FL1 N R.E NQ D - 4 o UWbER6R ING . 0 o d Parties: City of Tukwila, WA N w Gil 6200 Southcenter Boulevard W H d Tukwila, WA 98188 N w I' w 0 ■ I Other: WW.LOF 5WTT 2 i Last First Initial ti RI R In �_ C ompany Name (if bu m N ess) o I t z1- • C., • . 1. . . . .. , - tu Address 5e&t 1;e QQ 'i 1 ! ~ il l City State Zip t-. H t //!! 1 u P--- 0 Legal Description: LotS 1 '4I1 k I P o FQtd I H 6• ul1- • iii N L2ooO -026 ivi g zoos 7e • • .0 7.. P. _ Off' Assessor's Property Tax Parcel/Account Number(s): 261000 -0010 2610D0 -0020 Z t • 1••••11 1 6/000- to • _I .00 11 - 1. .1 , 1..• o I M .. . -t• ,.•••a', , .s000 -.,.. .1 'W.& l• , ..5t.z . .t . , • -.ti r. . i.. . '. _ ...,• • • _ •. ... - oI •o 1 5 1 -- - - -- i ,h''' a44,v, --nr- 0,' ,∎ i: 11 4g01 . :g4 s.:wAAf a coa - tS8 I }1, - , . - -' . UNDLRGitOUNDING AGItEEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FU'FU UNI)ERGROUNDiNG The proposed system upgrade at Poster I tcights 16 -lot subdivision development, File No L2000 -026, at 47 "' Ave South and South I45 "' Sttcet requires undergroutiditig per , Ordinance 486, 924 and 1321 A L0116 5. 14-(9th `i1 EET - 5EE frTFIa1 M ENT A , Lot No. Tax Parcel No. Address i U p( Oa) - 00 1 0 0830 5 . I L4(o S( . e . . o . 2 /-0 I ODD - DDZ.o 4-B20 5 i'1i 5i✓ c 3 2.(o ( DDO - 0030 4 si o S . 14-6, St p 4 Zfv( GcO- DO 4.0 1x•521) 4-i A'U S z cr) 5 - z C) U01 (SOD - coso 1.45io 4-1 M S w re 2 c• 6 Z ( (ADO - oD 4t 369 S 145 � -I 0 o DO Up / dab - t O1O 4-f:1s 5 145 CO 8 r 2 i. . . co I MD - DDBO . 1 S25 5 /45 13 co w 9 w ZtniDOD- po9D 035 S 1 2 t_- J to 2bi oo(- DIDD 99(S 5 145 a 11 'L('lODb - ollo 9qr� 5 14s ? � i < Y 12 2 fn l b ox - D 120 1 o 5 145 w o . 2 t 13 Zfo I oOD - D130 `182 S I ti-s ` v o uj 14 2 ( 1 4 q o co L 0 .0 $ f2 5. K - 5t 0 r t. 15 _ _ w . 26IODb.. g13t710 5 f4 .(; i = - Q 16 O Zbloab- DIV) 1552 S 1i.5 � wz In compliance with the requiteinents of Oidinance No 1607 the property owner of this z r '' single - family development has demonstrated application of the Underground Ordinance will • create undue htudsIup if cart fed out as part of the development The Owner is obligated to patticipatc in funding future undergroundmg Improvements for their proportionate share o" said undetgiounding fronting their property Furthermore, if • . i the L I D /U L 1 D procet,s is used to carry out the construction of this under grounding, the Owner waives the right to protest L 1 U or U L 1 l) formation for this under grounding Owner retains 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 property, and other propel ty owned by Owner which would be within such L 1 1) This Agteeincnt shall be recorded by the City Clerk with the King County Auditor as ,1Y' , :r4 ' � r w , required by Chapter 35 91 RCW and the cost of said iecordin will be paid by the City ? `z` ' ' , ' , e • q Y { g f Y Y ; !4' , ` Agreement shall be binding upon the parties, their respective heirs, legal � " g g P { 1 g This A ,, , repiesentatives, assignees, transferees and successors '('Iris Agreement runs with the land: .>n0 I ' i lmA , , c tiiv"t' ` Y�i1 O tt .,e� i j 0 } ;''. . . ; -`': l . , :::. .. ..,....:'. %tw.<it,5p a.,'d7+sn�••• ,.. sin.C,raa'+ . tH" tx 'waven+few.rrnr�m- .•ks.,..y,:.,r r..- .wnxn cw.;...rt, .,n.l ea,.r. e�+w u. , . .... w,kv...,- + �YYw -- ■r.i i�wq . ,, -. i u lic Works Director Date . 4 . 1; . ' fin s . � _ y � tf 'i. , {i ) a c 7 i. L .t z,,, `. Y ti 1. � y 4� �IS�. Y ' i f � wow. �' • (,..'' '.-,tr t,t I >i- ' ' ':i 1H • + ! 5''Y 1i.:.rful4.l. +L .J+io .. .. . u14:._: ...•..n. ..+........- ..._....... .............,........... »...., w.. n,...s.,.+w... .....r,.. em a.w.anwrm. ,n.+ e,•<..� .... ... .w.. ..... _ • •1 1 1 V G1..M GNlaatYGGRa aaa aso00 StP :' =, ‘)‘)/}* v)\2 '1;,°■—' --, ..'1 Z Z // d-,•/L' xt; .: ' =j I I I— S JU F o :, F! OOR FRAI�,ING PER PLAN , -1 o F? -, t• W .1 { 5'ia GLB PER PLAN —�' ::- :::.:! u_ S OLID BLOCK AS REQUIRED. = D 7.--- �_ al w1 ' S,MPSON' MEG S NANGER (NO w � 0 2 ,- ,y, gE.-- TOP FLANGE) u/ (4) 3 /4u� x 4 ? o EMBED EXPANSION ANCNJRS 0 co o— S" CONCRETE STEM WALL ° F. 111 u ~ ~ 0 ALTERNATE BEAM CONNECTION . Z U LCN PLAN 450 SCALE: I" = i' o _ o '' : z CGF'YRIGkT 2002, SEGA ENGINES `5 • 4 .: C % 4 rr. ,�/ , / � 4 e fr t AUG -8 2002 7J::S • ;'? BUILDING . I ' ip; ' ` i :,, GA ' in SE En ineers s A---- Engineers , ;!.1 i `„ `x S/ tructurel & Civil Consulting b 55^ s I 220E8 312th Sr SE • Bleak Dimond, Meshln&tun 98010 P r ' i (3110) eea -1017 • roc asa -lore -. nt 1, • i l � , i I . I 14 �•� Y { 1 j ■• ■ t r t i - l...../ - ■ ,•` -1 1 ■ PERMIT [�? PLAN REVIE 17 G SLIP ACTIVITY NUMBER: D02 -158 DATE: 02 -28 -03 ' PROJECT NAME: FOSTER HEIGHTS — LOT 4 z SITE ADDRESS: 14520 47 AVE SOUTH w re 1 Original Plan Submittal _Response to Incomplete Letter # _1 o co 0 Response to Correction Letter # X Revision # 2 After Permit Is Issued i co w J H CO u i w O G C P . DEPARTMENTS: , r g 5 AT Building Division Fire Prevention ❑ Planning Division in_ a Pu li rks 03 Structural ❑ Permit Coordinator i yi DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -04 -03 g uj U Complete 2 Incomplete ❑ Not Applicable ❑ O — Comments: o w w I- Permit Center Use Only t • Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U i= Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z ~ • TUES /THURS ROWING: Please Route Structural Review Required ❑ No further Review Required ❑ \ Q Q REVIEWER'S INITIALS: DATE: • APPROVALS O CORRECTIONS: DUE DATE: 04 -01 -03 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: '} j REVIEWER'S INITIALS: DATE: h y� ` 4 f a , 1 T i n 47i .r Permit Center Use Only , tic i I CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: t,,, • .-;'; t ` , v � A, Documents /routing slip.doc 41 2.28.02 ?II ilSw.NkHt .4,4 S...,!FFeI+X . 44. P} ,..4.ib,y+'WAa*DOW ...n. 4...., .:u ., >... ,, .ut 'w!YPV ..,. ,„,...— ..4.„„,...,,,,,r.,„4., s, a.. w• w.;nxrv«v.,»!...., ..0a4•a+4H+YR2 .. ■ .✓ • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP , ACTIVITY NUMBER: D02 -158 DATE: 01 -24 -03 APPROVALS OR CORRECTIONS: DUE DATE: 02-25-032( • Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: „`, .<.• ,, Iii I. REVIEWER'S INITIALS: DATE: � L ` ,.•7,1,1„.1 "� . � �� Yti�. Permit Center Use Only i;.i -7 - 1,•' CORRECTION LETTER MAILED: 3-q- 03 `, ^ i {tit 1 . Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW I" Staff Initials: ►S i.+ n alui' PERMIT COORD COPY ,1 Jr.T w Documentthouting slip.doc tat i ' 2-28-02 . , RI' ' '; r. �u a..N rrn ., �....: : LLu•v. .•..,,,.: wxwwi »..n...+w+..wr.+.r,+......«. w.,.wena.... ..... .,.....,......�....._. .,,.... ._.. .., ......,.,.,.... a nrcR. nwv.x�JV,s aM ^�, ifh.6 } - . _ �.'- F14.:i:1' „'.; I LA, Jr-;D COPY : PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -158 DATE: 6 -11 -02 PROJECT NAME: FOSTER HEIGHTS - LOT 4 a I I - , SITE ADDRESS: 14520 '47 AVENUE SOUTH cc L D • X Original Plan Submittal Response to Incomplete Letter # v 0 , ..� i ■ Documents/routing slip.doc , • ff 2.28.02 ... ,, : }' -�ti,;. ,•1 " Szw c �r.. x °i ,, __ w■■■■■■■mw ( , .■ .--_ ., - , . • _ PROJECT NAME: i- , Os-ier rytis Lot 4 PERM', . •10. t Site Address• . 410$ 6 1tN 5 1 - - • • ---- Original Issue Date: . .- REVISION LOG .. .--------"" Revision I Date 1 Staff 1 Date • -Staff . z No. I Received 1 Ini ' Issued ! Initials < • . i I— F.- z I 1 i — 13 - 03 ' let I I , tu `a 2 6 = Summary of Revision: kt4,44' _. - 0 . ..........- ..e, 4,... /A : . .4 ' ete• i . A added.- _1 0 0 0 . ir; ' * 1 / ° U) ° 111111111. SEZr 1111PIERI (1) Ill i • Received By: LIJ I Ir , P ' " l' 1t1i (please print) ....1 . ' CO u_ : - 3 i u 0 Revision Date I Staff Date 1 Staff g n II .. < No. Received I t Initials Issued I In u itials co oz c, • 7-4.3 1 44'14.1 I £"/. 3 - 3 i -Sles • . I- Lli E Summary of Revision: r "r&2g___________,,. • z I- 11J uj 2 D . Receives 10 By. I . . 0 0 U) (p eas- pri ' . 0 — ' 01— Ill L a I 0 Revision Date Staff Date Staff i— L 0 No. I • Received Initials Issued Initials - Ei z c.) w , r- I 0 Summary of Revision: '— z • Received By: •■ (please print) I • , Revision Date Staff Date S Staff No. Received Initials Issued Initials 1 . ...... . Summary of Revision: Received By: . r.9 t f (please print) 1`,....1,, 1,1 Li t , • 4 Revision Date Staff Date I Staff No. Received Initials - Issued ; Initials limAi , :-:,;&'q.P>;,,t ‘.,i Summary of Revision: - 4`V :043 - Received By: a f .Alig 4. .. (please print) , _ k` I ---------'--- • , i :0�W " •w '4s' City of Tukwila • ! t 4 i Department of Community Development - Permit Center 1 OA :0% *.-:•.: �, tO - 6300 Southcenter Blvd Suite 100 u' \ ,` i0 "Z' Tukwila, WA 98188 ~''`� ... fi (206)431 -3670 1908 _- 1 i i W . A �. t::t: v m�rN "f. r..{ t twr • r i 3 � + 77 v ' 0 : �' .�'�iK �r :f�,IY .'.' .lti . � ' P ? r`. " A 1: .'!� u4 'ir� ; r`�i; ' 3 .r r� . � 1 y . 1 .��"� ;.�. �,.. ,: � } %` 3 ;'t � : a f : Z i! s:"t� .:ili•� Ma+• ` . ; � �d '�'� t�• ,'�, _ • • 'r st '� 1 Z' 'A4( r'--+yr ..!,�`.r4'� �... .r f�D. S .w7 .'1�Yv'11�. ..�'^!: . aa.'R. y'�'= T'}�3�•t• �!' A } P,i't:'.'Y.r.'�..��` ��l �`,tr � •: br : ` _ � 1•■• 6 g Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted ` through the mail, fax, etc. .� � J , � .tu � ,•• wgs ' City' of Tukwila r f It. i Department of Community Development - Permit Center e ipiltj... � ._ 1 6300 Southcenter Blvd, Suite 100 N% A V /Z. Tukwila, WA 98188 P " ' lR ''• ♦.- »• » •••"'" 0 • (206)431 -3670 r ` Z ", .•� . �,,f�,�.�s �.rttr r .; t � S= � S .y a , . � :.� a � '�� t � . t� r r .f o ��p,.�.,.�,;; .,, ,,t. � Z � � " k s ,�; N , s � C : i } ¢ ; :rs ; RE S UBMITTA L - : k $ } r t w '•i VI •.. .V -. e ` 4.;` .0,,,,vl.. ?..e::7. V;1 �.q . ., " - 4 i ).18 i..: c ,. s. P,r£•:7.? . � , ... n t.i ,:.., , _, ,..i a t ;.; i:' ' > ?..r ,l. •;( ;',''i� � i " U Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepte v O � d N ti through the nail, fax, etc. u) w al iii 0 li Date: % // Z5/4; P lan C hec k/ Permit Number: D02 -15 8 2 0 Response to Incomplete Letter # cn d r � ® Response to Correction Letter # _1_ _ Zt- ® Revision # _1 after Permit is Issued z O 2_ U 0 Project Name: Foster Heights Lot 4 0 c 01- ' Project Address: 4 808 S 146 St 11, 0 Contact Person: Phone Number: , , Z w Summary of Revision: H N _: ' O ~ Z 4 Of r Cz /SY 1 7- � ,f ' . , ■ r'0 9r l koclo :.I� p 5 4' c r -M fa sf'Z?' Sheet Number(s): p rt���f'C l f , .; ; j "Cloud" or highlight all areas of revision including date of revision ilt.p ) ; Received at the City of Tukwila Permit Center by: � I ,. It Entered in Sierra on / --'z ( 3 , v ` 01/16/03 0,170;4 ' ij i _____ . pilter fabric fence installation typical detail for wall and slab drain system revision 2 lot 4 foster heights site plan utility plan drainage plan elevation plan x lower level floor plan upper level floor plan optional basement plan detail relevation a basement option elevation plan lower level floor plan foundation plan lower level electrical plan lower floor framing plan upper floor framing plan lower floor framing upper floor framing joist and beam alternate floor framing roof framing shear wall schedule kitchen cabinets bathroom cabinet section a-a GENERAL 3TRJCTUR.4L NOTES 14.1. CZNSTRUCTICk SHALL BE N C A F O R M A l k c F EAVOW' Bt*.DNCs =DE MC) /55'1 EDIflot1I a14 NANNGTON STATE j?f.51C.IN LOADS:_ Ria LVE LOAD 23 P! (SwOYr) DEAD LOAD b P5F FLOOR LtvE LOAD OF-AD LOAD 40 P5F (RESIDENTIAL: 10 P5F 11uND BASiC WIM SPEED EXPOSURE B, I • 10 5Et9nIC ZONE 3 Ca • 036 1 • 1.0, R ■55 80 !PH INSPECTIONS: NO SPEC +AL. INSPECTIONS ARE SECURED NOTiF`' THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDT.4NCE. ALL PREPAREL SO L BEARING 51JF4CE5 SHALL BE INSPECTED DY A SOLE ENGINEER PRIOR TO PLACEMENT OF REi16F0PCING STEEL. FOUND AT ION$: PLACE FOOTINGS ON NATivE OR COP PACTED SOIL alrw I ZOO p5F BEARING CAPACITY (455J"ED ) BOTTOM OF EXTERIOR FOOTINGS SHALL BE MA4R'V'1 I' -6' BELOW OUTSIDE FINISHED CEDE. 15AClCFILL WALLS WITH A UE t DR4.INNG MATERIAL FREE OF OlirsANlC OBJECTS OR DEBRIS. TE !ELECTION OF MATERIALS FOR .4 ) 1>`E MDc1NG AND PLACING OF ALL CONCRETE SHALL CONFORM TO 'NE REQJ1Rr-T ENT5 OF THE UNF'OR -1 BUILDING CODE, "991 EDITION MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DE3NSE, WORKABLE MiX HAVING A MAXIMUM SLIM OF 4 NOES tUNNCH CAN BE PLACED UUTHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM F • 2.500 P51 WRN 5 SACKS OF CET'f it PER CUBIC YARD OF CONCRETE AND 4 ?"DCMIJ'S OF 634 GALLONS OF WATER PER 94 LB SACK OF CET/ENT. maximal SIZE OF AGGRREGATE 15 1`As". AL.1- CONCRETE SHALL BE POLRRED T iCNOL tT1-11G ;LLY BETUEEN CONIRJCTION OR EXPANSION JOINTS JdLE56 5HOii1 011 -TER LISE. REINFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE GRADE 40 DEFORMED BARS t ACCORDANCE uATH ASTM SPECFICATHON A -615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6' MNt1UM ULESS OTHERWISE SHORN. PROVIDE ELBOW BARS (32 DIAL TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS NN FOOTINGS AND iLI41.L5. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS. SPACERS, OR TIES AND SECJRED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR RENFOR ING STEEL SLAB AND uUALL BARS: INTERIOR FACES EXPOSED TO IUEATIER OR EARTH PROTECTION ■ (45 AND SMALLER) 2' (•6 AND LARGER) FOOTING BARS 3" TIMBER: ALL UMBER SHALL BE AS FOLLOWS UJNLE56 NOTED OTHERWISE: BEAMS POSTS 2x FRAMING DP2 OR BETTER DF12 OR BETTER i4 P2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO '1LWPA GRADING RULES FOR *STERN LUMBER": LATEST EDiTIONt. ALL WOOD N CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MAINTAIN tip ir' -i 6" CLEAR BETWEEN 1U00D AND EXPOSED EARTH. ALL NAILS SHALL BE GALVANIZED BOX OR CCJi"MON NAILS. ALL MPdIJ• NAILING SHALL BE PER UC8 TABLE 23- ii -B -I UND. MACHINE BOLTS TO BE A -301. BOLT HEADS AND NUTS BEARING AGAINST WOOD 51 -L41L 8E PRIOvlDED WITH STANDARD CUT W454ER5. MISCELLANEOUS HANGERS TO BE 'g11 WON' OR ICBO APPROVED EQUAL. ALL i4ANCsERS TO BE FASTENED TO WOOD WTN PROPER NAILS ALL HOLES SHALL BE NAILED. caLugQ LAMINATED WOQg MEMBERSL GLUED LAMINATED WOOD BEAMS (GLE) TO BE IN ACCORDANCE WITH ANSI STANDARD Anal.. AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER 115E STRESS GRADE COMBINATION 24F -V4 (it • 2,400 PSi) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS SPANS. GLUE SHALL BE C.45EIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF 11450.ND IWOTS LARGER THAN DIAMETER ARC SCAMP AND CERTIFICATION REQUIRED. PREFABRICATED JQI T5: JOISTS SHALL BE AS NOTED ON+ THE PLANS AND AS MAMFACTUiF-D BY TRUSS JOIST MACTMtLLAN OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED N ACCORDANCE WITH THE PLANS AND THE MAMJR4CTURER'S DRAWINGS AIC MTALLATION MSTRJCTIONS- CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING INTiL SHEATHING MATERIAL HAS BEEN INSTALLED. FIDE SOLID BLOCKING AT C.ONC>rNTRATED LOADS FROM ABOvE AND WEB STIFFENERS PER MAMFACTURER'! DIRECTIONS. rARAL.L.EL STRAND_ LLt ER l Pte,' L PHIAL-EL WRAC Lwow : P6L1 TO BE BY rate JOIST MAI?*.LAN (PARAL.LN 1) OR APPIROAD EQUIVALENT lb • 2100 05I. E • 20 x 106 P51) MATERIAL SHALL BE LtbIC#1ED i MANF4C1LRED TO TIE sTANDARLA SET FORTH N NtER -M OR =PC C REPOiZT NC Ii61 -R BEARING LENGTH SMALL NOT eE L.E55 NMI 4 SI •. D0 ACT CUT vR NOTE BEarys anew PRIOR SPPsfl1AL OR e.Cs* ER HEEL C+JTS SHALL NOT OVERHANG NUDE FACE OF SUPPORTING MEME!''. BEARINCs U. ALL PRAi'1E: ALL DOOR AND WINDOW +EACERS NOT CALLED OUT OR ONERILISE NOTED ON THE PLANS SMALL BE 4x10 DF2 JTW ONE CR)PP.E AND ONE STUD EACH END FOR OPE 3' -0' OR LESS AND TWO CRIPPLES AD 5TUJG FOR OP946406 MORE TNAN S' -D' WOE. ALL court* NGT CALLED OUT ON THE PLANS 5144LL BE TWO (2) STUDS. SPIKE LAMINATED COLtfl1• TOGE71ER WITH I6d • i' OL. STAGGERED. STAGGER SPLICES AT TOP PLATES MNIi IJ1 48' AND NAILS 11.1n4 164 • Y OG. SWEAR WALL 5= ALL SHEAR WALL 5HEATHNG NAILING AND ANCAOR5 Sw4LL SE AS DETAILED ON THE DRAWINCsS AUC NOTED N THE 51-EAR WALL 5 E'D1LE USE SPA RATED SHEATHING (24/0) WITH A MNP/J1 PANEL EDGE NAILING OF 84 • 6' O-G. L LE55 NOTED OTHERWISE SWEAR WALL NAILING 5144LL BE callow WM OR GALvANtZFD BOX NAILS. BLOOD ALL UNSUPPORTED PANEL EDGES. ALL HAVE STRAP CONNECTORS TO "►-E TOP PLATE AT EACH DID WHEN THE HEADER INTERRUPTS THE TOP PLATE USE 'SIMPSON' MbTA24 COI VECTOR INC. FLOOR AND ROOF FRAP'f iNCs: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS NAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AR IND ALL OPENINGS N FLOORS AND ROOFS UN.O. APPLY ;4' RATED 51E4THDNG (40/10) GLUED A/0 HALO TO FLOOR FRAMING VEMBERS NATH 84 GOt"t'ICN OR GALVANIZED BOX NAILS AT 6' GC. AT AL. SUPPORTED EDGES AND 8d COMM OR GALVANIZED BOx NAILS AT 12' OC. AT INTERIOR SUPPORTS. APPLY t'_" RATED 51-EATWWNG (24/0) ON ROOF NAILED TO STFFIENERS OR RAFTERS WITH aid CO VIOLA OR GALVANIZED 13Ox MAILS 4T SUPPORTED EDGES AND 8d C.01-111CN OR GALVANIZED Box NAILS AT 12' OC. AT INTERIOR SUPPORTS. LAY 51EATH1NiG PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. ROOF TRUSSES: TRUSSED TO BE DESIGNED AND SUPPLED N ACCORDANCE WITH MC SECTION 2321 DESIGN TO BE BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF W45HIN4TON . MEMBER?) SHALL BE SIZED TO ACGCMOATE A 25 P9F SNOW LOAD AND ALL DEAD LOADS. EACH TRUSS SI.IALL BE PLANT FABRICATED AND SHALL BEAR THE DUALITY CONTROL STAMP, i"1ANFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS !-ALL BE iC80 APPROVED AND LOADS 5r•+4LL BE IN ACCORDANCE WiTH THE RECOMMENDED ALLOWABLE LOADS. MANLFACTURER SHALL PROVIDE ALL FRAMING- TO -TRUSS AND TRUSS -TO -TRUSS GLNNECTIONt DETAILS AND REQUIRED cGMECTIQN MATERIALS. FABRICATOR SHALL SUBiIIT SHOP DRAWINGS TO TIE BUILDING DEPARTT -ENT FOR APPROVAL AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRiCATION. EENERAL CONSTRUCT 10.4 NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE WFOR'1 BULDNG CODE (IBC), 1991 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FGR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM TIE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS 41.40 ALL CONDITONS AT THE JOS SiTE INCLUDING BUILDING AND SITE CGTIDTIONS BEFORE C:01"MENC NG WORK 1ND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACIN4 A.5 REQUIRED UNTIL 41.1 PERMANENT CONNECTIONS AND STIFFENERS NAVE BEEN INSTALLED. THE CNTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAUWJGS USE ONLY WRITTEN Di"ENSICN45. TIE DETAILS SHOW ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CQ'DfT10NS NOT SHOW. VARIATIONS AND MODIFICATIONS TO WORK S14011AN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FRO THE ARCHITECT OR ENGINEER. NEAR WALL SCHEDULE UrdROI MT. CIF V MA MINIMUM EATHING (1) SNEATHMG NAILING (I) ANCHOR BOLTS (3) >,y` • 60" O.G. 6b ",E 32' O.C. • 19.1" O.G. %," • • 16" OC. REMR!'CS Ziv /7. Oali • 195 PLF Qa I I • 350 PLF Qa I I • 450 PLF USE 3x STUDS AT ABUTTING PANEL EDGES AND STAGGER NAILS GU II • 600 PLF b': 3x STUDS AT ABUT' '• -AN1EL EDGES AND ST- to - NAILS 14> C> DG E> - MN. " - OR 056 V2" 058 OR CDX " O� OR COX 1t" OSB OR COX, • _,7" 64 • b" O.C. 4 4' OC. $d • 3 `4C. 'N'iy." . Sd • 2" O.G. • NOTES pp�� 1) ALL WALLS DESIGtNATED" ty " ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATH -ED WITH RATED SHEATNNG (24/0, 068 OR COX) AND NAILED AT ALL PANE- EDGES (BLOCKED) PER 5C HEDULE). NAILING AT INTERMEDIATE FRAMING TO BE AT 12' OC. NAILING NOT GALLED OUT SHALL BE PER UC8 TABLE 23- II -13-1. 2) HOLDONNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR EQUIVALENT TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIM/1. 3) USE MINIM/1 OF TWO (2) DOLTS PER SiLL PIECE 11UTH ONE BOLT LOCATED NOT MORE THAN 11" NOR LESS 14AN 5" FROM EACH END OF EACH PIECE. EMBED DOLTS MNIIJI OF 1" INTO CONCRETE. WASHERS TO BE I'11NI MUM 2" x 2' x 3/16". 2 58 • 111..1N: -. 1.. 1 i.: a Dirt OF TUIONIA APPROWO JUN 28246Z Isoio RECEIVED CITY OF TUK wii 4 a 3 tn c • ■-•- 4 tit t 0 PERMIT CENTEF COP'i "RIGHT 2001, SEGsA ENCsiNEERS EXPIRES: J /' 2/0 99 -083 % ;OOZ 50 :90 :ZT 6r inr nul §"P CS OSP H01 \051' \sOWOH 3>lsseio 8U01\L6 11 0yoo1fnt \sai1J sego, NS • it V5 RA1® . bEAT NG So• a • OG a • i' OL —\ ` 4 1' RATED 5►EATI4ING • b• OL 9 - i . - - - - - - - - - - "-Us' RATED WEANING : , i , i RATED 1�t1E+Ci 1C �.� 1111111ti i - - - - - - ; - - so • b' OL A 10R AT SCISSOR GABLE Etc TRUSS I a — 1 W 2t ve EE BLc00ING. K� t0 TRUSS • i Tll�g5 PER P".-A/4 '� A36 "81!"faa0N OTC FRAMING LI 9 _ EAC,N EI+CC. ; + 31' OL M1C� -10R • C'' Ot i ION' _� U �ltr0 GdP T6 PER PN OdL 2x TOP PLATE TY PR PLMI 11 1 LAP 8PL " 4 NAIL •MG 1 ► : 1 a ICE 4 -D ��6 t OBL 2x TATE ' OLSTAGD. ,-� PER PLQN ORE4R I ' '• :GA: L / .8 DU� E MIN_ NGIL W 16a u14LL END a l4) 104 TO TOP 1 , L' PER PLiW PLATE. 1 ' : :: • b' OL STAGGERED p 2. FRAPI G �� S0iEATHNG 4 NAILING ! - . _1LL_ _.�►� .ON © ROOF FRAMNKs •GABLE END • 3 INTERIOR SWEAR WALL • TRu.SS d \ I • o '" o 1 �: J015T •ENDS OF _ 1 - - 14 • SOLE PLATE NAILM. . r� SOLE PLATE NAILING. > �; � � N R PLAN 2x SSTUD ® PER }°LAN USE USE ibd • ib' O ; I"@l i ° i18E �d • 1i' OL. Hf� DBL 5TSTUD ,p bTRAP PER PLAN Y - o �� °o , . 50L Rj DEAR N1ALL5 I NOI_DO h43. • �, 5 4T1IMdrs r �T� S 1 tD RIM 1 8d • 3' O .C. 16d • 4' 0.C. SOLE ; -�•• W $ X SIEFLOOR • 5NEATWNG 4 NAILING PER A °.i1�lE�1Ts NAILING I 2x PT SILL WIN dNCt•i0R BOLT - S1- EATWNG 4 NAILING 1 FL ATE NAILING PER PLAN SPLICE TO '- =� 3 4' SUBFLOOR PLAN OR SCHED PER PLAN. I P P LAN OR SCWEDIIE. ue OCCUR ON -- AIM - .M1 I 1 reveR OR BLoa� -- - •=1, MI r> _ • - - - , ' %' s _• 'It • s' oC. 1 r - 1 +� '`= Cl • PER !'LAN 2x STUDS PER PL4�l _ _� , BAR C O NTN101 lS JOTS , (BEAM AT 5A U ►! JOIST PER PLAN ., _ „ I "S!"IP5 4 t• a DO )4 (TYP.) 1 I ► ' . ; TJI JOIST PER PLAN �4 GON JOUS r:; .- 2x DBI. TOP PLATE_ eQ_ID JOISt .� .,. PER PLAN B AR T h .....:•4 �1T1'PJ s ' LAP SPLICE b' -O' � - _ • .• : ,� STRAP PER PLAN • 1"10+1 4 NAI Yd Ibd SOLID JOIST. � GOWN STAGGERED. _ r ♦ . ,• \ 'k•' ' 1 .. - .....*_•W - tit ' _ r "y ` . .. © , ' w ; . / - - y'I C�— J + ��� - -� ' R d i � P if s Y *t+ 3 • - � � • .a! � _ - - X ,. ' e ..g4)._110 irk ILOOR F�MMCs A T INTERIOR SNEAK L FRAMING AT INTERIOR SWEAR WALL, e �CXND ON ' GRatu- SPAGE ` Y eao PND 7�,P 10LDAiPI +�101.DAW PER RAN. . ,'� ,-: . , .,-- I 2c STUD PER PLAN INSTALL PER MAAFR REQITS. — USE D8L STUD AT END OF 5 L 5 4 - 1 SWEAR WALLS 'SHEATHING 4 NAILING IN0.DOIiNS. sIMF'SON ssTB ANCHOR BOLT 4 1 ---- PER PLAN OR I It' RATED WEANING ', n1/ D1A. PER 11.04:R Y 4" SLAB ON GRADE OVER STEM WALL PIPE SLEEVE _ M� 6 MIL VAPOR 4 SLAB ON GRADE OVER S /-PER v �, :---- . 1 BARRIER , VAPOR ER in 1 81 _4_ ., _ , 1"x+1.6 MIL V BY4RR! f -� PLAN. _ • L , " '5111 POLD011ii Ade , - P ER - • • 111 t ''' , - ?x PT SILL u✓ ANCHOR °4 BAR GOVT." y 2x PT SILL uv ANG a'f0R BOLT o ° - "` ' <. . • BOLT PER PLAN OR 5G1 EDULE. TOP 80TT01 '. 4 PER PLAN OR SCWED1LE- USE V' # BAR CONTINUOUS USE ♦ • 60' OZ. HM (TYP TOP 4 BOTTOM) 1 '4 • 60' 0.C. 11t4. ° z • , ■ • u � T— r [ 11 1 CONT _ r - �R $ ■ ( 4 4 BAR GOVT. ( TYP OF 2) RE �, \ \ `jam `� ,, i 3 l , 1 1' - 4 ' %� , X V l� • r 1 • T . r2. i . • x '- t Q •. t. • . T_• AT • _ : :.: 'I - 4� M1P4. � ' e ; :' 1k- • ital. •i •A•. _ kT FM2 FBI DETAIL ® • � � • r T - , T • ' v _ VV , 4. . T - • - I ' 0 21 "I. r RECEIVED r d 1%, . 1 : t; :1 Y ■ CITY O A I � K OF TUKINfLA ¢4V !� p • JUN 11 00Z ' .� , • y .. t t t% 2 PERMIT CENTER At E d JV woo f DcPR ES: 3 /t2 /r• � t .0 , .. .52 . ,. • . . . , .. . . . • . . . , . . .,. „ • d . . ..... . . 4, .. I . —r- xc 1 •,• , .•-..» rrlPY 7 /M11 4tL A C. ✓_ tnt�ttDd ~ — r . 1. , i • • ; , , . : : , : . r : .,,,:* - ..~:, ,; -.?:,... :. ,:....: 4 . , r sI^ • p , , "° ; L. r : • r �d'+ �T >!�k !$�k4,. o- s.. • . _. . • .. �!x>. eV,t .� , ,,. a -ewew ,�) v .w .: n ,,,, � • F .' - .: ✓� . . •:. -,... '+�F . x M � '� �'z '' ' ' h � "' a � ,. ,. , ,s.. .e - . rr +k i•!r - iR1. » :.. AA . r rr. vs iW�1L'. .uf7'. a,�L.i�.eWA.•..-+"a.. Ns •i!• - ,.... .- ... . ..r. a. .✓ a .. • .. .. .t 4 . . .. � s . 3. .. .... >d rt„s .,. .. .. w .: - a . .m .. ,. a <• , .. ..> r.. •: d� +��' ., �' • . +. 4 ,"�s ':••'1 ,' ";��.' „ "? ,� i 4 - ► i r• standard wall section detail general notes structural notes bearing wall framing floor and roof framing foundations structural framing stud walls stair notes roofing loads t FOSTER HEIGHTS A PORTION OF THE NE1 /4, SEC.22, T.23N. R 4E. KING COUNTY, WASHINGTON CITY OF T UKWILA LISA.L DESCRIPTION OF RECORD FAKCEL A. THE WEST HALF OF LOTS 10 AND 11, BLOCK 4. ADAMS HOME ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAL:E(S) 31, IN KING COUNTY, WASHINGTON; TOGETHER :11TH AN EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 15 FEET OF THE EAST HALF OF LOT 11. SAIT) BLOCK 4, AS SET FORTH IN INSTRUMENT RECORDED UNDER REUORPING NUMBER 3573683. PARCEL B. LOT 12, BLOCK 4, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED !N votITMF 11 OF PLATS, PAGES) 31, IN KING COUNTY. WASHINGTON. PARCEL C: WEST HALF OF LOT 13. BLOCK 4, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS. PAGE(S) 31, IN KING COUNTY, WASHINGTON PARCEL D: LOT 14, BLOCK 4, ADAMS HCIvi£ ACRE TRACTS, ACCORDING TO T1,E PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, IN KING COUNTY, WASHINGTON M 1 E .AND PQUN DS LEGAL DESCRIPTION A FOR ON OF E3lOCK 4 OF ADAMS HOME TRACTS ACCORDING TC THE PLAT THEREOF A3 RECORDED IN VOLUME 11 OF PLATS, PAGE 'N KING COUNTY, WASHINGTON. MORE PARTICULARLY DES ;REED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID BLOCK 4; THENCE NORTH 01'30'37` EAST ALONG THE EAST IINF or SAID BLOCK 103 09 FEET TO THE TRUE POINT OF BEGINNING; THENCE C. )NTINUING NORTH (WWI?" EAST ALONG SAID C AS I I Ill 103.09 FEET; THENCE NORTH 87'53'42" WEST 189.29 FEET; THENCE NORTH 01'27'47" E /,ST 206.31 FEET; THENCE NORIH 87.51'26" WEST 189.46 FEET; THENCE SOUTH 01'24'57" WEST 103.22 FEET; THENCE NORTH 87.52'34" WEST 126.11 FEET; THENCE SOUTH 01.23•03" WEST 309.78 FEET; THENCE SOUTH 87'55'58" EAST 315.06 FEET; THENCE NORTH 01'27'47" EAST 103 16 FEET; THENCE SOUTH 87'54'50" EAST 189.20 FEET TO THE POINT OF BEGINNIN( . EXCEPT THEREFROM THE ROAD RIGHT OF WAYS AS SHOWN TO BE DEDIO ATED TO ;HE PUBLIC ON THE MAP PAGE (PAGE 3 OF 3) OF THIS PLAT DEDICATION KNOW A+ t'E r.P LE BY THESE PRESENTS, THAT WE. THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SUBDIVISION THEREOF PURSUANT TO RCW 58.17 15 THE UNDERSIGNED FURTHER DECLARE THIS PLAT TO BE 171E GRAPHIC REPRESENTATION OF THE SAID SUBDIVISION ANC, THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). KNOW ALL PEOPLE BY THESE PRESENTS THAT WE. THE UNDERSIGNED, OWNERS IN FEE Slu. AND LIEN HOLDERS OF THE LAND HEREBY PLATTED, HEREBY DECLARE, DEDICATE AND CONVEY TO THE CITY OF TUKWIL■ F OR THE USE OF THE PUBLIC FORE'v'ER ALL STREETS, WATER, STORM DRAINAGE AND SANITARY SEWER SYSTEMS LOCH TEL ON EASEMENTS AND RIGHTS - C�F - wA Y SHOWN THEREON AND THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSSTENT WITH THE USE THEREOF FOR PUBLIC ROADWAY AND UTILITY PURPOSES; ALSO THE RICH [ TO MAKE ALL NECESSAR 1 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 DEDiCATI(JN of THE PROPOSED PUBLIC ROADWAYS AND UTILITIES IS SUBJECT TO THEIR COMPLETION BY THE DEVELOPER AND THE ACCEPTANCE ANC 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 ANC MAINTENANCE OF PUBLIC FACaLIT1ES AND PUBLIC PROPERTY WITHIN THE. SUBDIVISION. (17.04.060 B.2.) IN WITN + ?NLREOF WE HAVE SET OUR HANDS AND SEALS. 1 MICHAEL K ' AN . PRESIDEN , TRIDoR, INC. ACKNOWLEDGMENTS STATE OF WASHINGTON ) ) SS COUNTY OF KtNG -01Z C: 'wary - ON THE_ 30--°_JAY OF 3%44 20 �� 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 or TR;DOR, INC. , A WASHINGTON CORPORATION, THAT EXECUTED THE FOREGOING INSTRUMENT, ANt) ACKNOWLEDGE() 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 e AUTHORIZED TO EXECUTE S4'D INSTRUMENT. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HANG AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WI T TT N. Q`s SHFFy''� i :'(3. 1.1OTAR y 9�, .i i : o v) i it PUBLIC i .4 --r9 .- 9.9 0S..-- k OF WAS STATE OF WASHINGTON ) ) ss COUNTY OF KING ) PRINT NAME OF SIGNATURE OF NOTARY Piet IC DATED MY APPOINTMENT WAS N 0 TykY b (US 514 Pt>rklt, i 2. Ae EXPIRES 5�� t a9i .. x'03 STATE OF WASHINGTON COUNTY OE ON THE__ 3 R!_DAY OF Ju 1- 20.1__ BEFORE ME, UNDERSIGNED NOTARY PUBLIC IN AND FOR THE pTATE OF WASHINGTON, PERSONALLY APPEAR£D_i t •= 1 =. T zre ; a' t TO ME KNOWN TO 8E _VA or CITYBANK. THAT EXECU TED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT ANC) DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT _- 4- AUTHORIZED TO EXECUTE SAID INSTRUMENT. iN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OI FICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN �s S H' :� 'o IyOTAR y IA •i i 0 Ca E. • /l tl j- - UC i 11,..‘ 1, -47-.. y 9_8 -05. ilk opw SURVEYOR'S C :�►� . 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; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT. RTIF1CATE PRINT NAME OF NOTARY inbtl� SIGNATURE OF ,� � NOTARY PUBLJC _ �.1� DATED Z- °° MY APPOINTMENT EXPIRES__ ,..Qt. THE STATE OF WASHINGTON • COUNTY OF WAS PREUMINARY PLAT NO. L36- -0019 FINAL PLAT NO. L2000 -026 s i • • • • • • • • XPIRE.9 11/30/02 ‘Y\ CITY oF_RayALA APPRQV. L . EUBLIL, WORKS DIRECTOR'S CERIDEC.i i HE_REE3Y APPROVE THE SURVEY DATA, HE LAYOUT OF THE STREETS, ALLEYS AND OTHER 14(4.4TS -OF WAY, DESIGN OF. SEWAGE AND WATER SYSTEMS, L%F'AINAGF SYSTEMS AND OTHER STRUCTUPES. I CERTIFY THAT THE SUBDIVIDER HAS COMPLIED WITH ONf• OF THE FOLLOWING: A. ALL IMPROVEMENTS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE rtt(tiRf MEN IS OF THIS 11 TLC AND WITH THE PRELIMINARY PLAT APPROVAL, AND THAT ORIGINAL ANI) f ..I ROt)U' tfHt.r IA it AP (,wh ELECTRONIC. RECORDS IN A FORMAT APPROVED BY PUBLIC WORKS AND MFE TING CURIO. NT KKR, WORKS DRAWING S I AND.ARDS FOR ROAD, UTILITY AND DRAINAGE CONSTRUL IIUN Pt,.4NF TIFIED BY T'HE DESIGNING ENGINEER AS BEING "A`� CONSTRUCTED" HAVE BEEN SUBMITTED f UK CITY fr CoIDS, R. AN AGREEMENT AND BOND OR OTHER FINANCIAL SECURITY HAVE BEEN LYE r„ U 1Et IN ACCORDANCE WITH SECTION 17.24.030 OF THIS 11 TLE SUFFICIENT TO ASSURE COMPLF T1(N Of' I:'EOUIRE (J III I. OVf MINTS AND CONSTRUCTION PLANS. EXAMINE!), ANT) APPROVED BY THE CITY OF TUK`ML A DEPARTMENT OF PiJ13tIC, WOP . THIS__ ___DAY_J1.01_ _.__,20_� DIRECTOR CITY TREASURE'S CERTIFICATE THERE ARE NO ULUNQUENT SPECIAL ASSESSMENTS, AND ALL SPECIAL. ASSESSMENTS ON ANY OF THE PROPERTY THAT IS DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE ARE PAID IN FULL a4a,,_R_ORv4_ _?Iv/of FINANCE DIREC TOR mAyt2g__Arsia=le_st,LEREpRovAL EXAMINED AND APP F VED BY THE CITY OF TUKWIL.A THIS__ ?_._DAY_ _� _,20 - -- I !.4.0 VV\ IN\LA 4- -.- TUKWll_A ''AYOR WIt A CITY CLERK kING COUNTY APPROVAL$, RING COUNTY TREASURER'S CEBEEKAIE I CERTIFY 11-1AT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT AMOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR; THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE F OR COLLECTION, AND THAT ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HEREIN DEDICA TED AS STREL IS, Al LEYS, 4R FOR OTHER PUBLIC u ARE PAID IN FULL. THIS__._I- _DAY OF_.._,.:.7 "t•G_ -` 2O. 1 A.D. _ _ _ __ rw ___. �URER COUNTY TREASURER 00 � FlNAN�- �o��Z •OFFICIq•'•(7 L - .sEA'-,.: -, KING COUtf' DEPARTMENT QE_ ASSESSMENTS EXAMINED) AND APPROVED THIS __/ z__ _._CRY OF vC.� 20 a1 A.D. 4/*,;1-4)— KING COUNT 1 ASSESSOR CE I'U T Y KING CUNT • A: ;SE SSOR RECEIVED AUL i c ,-,;I T t Ih VVI, A f'l)Eil.li,, 1rN {.11 i�e RECORDING (11f"ICATE F IL LO OR RECORD A1 THE: RE uuEST OF THE CITY OF TUK Wt. A THIS 1. B _ DAY or 20 .Q l A.D A.D. AT _3 sue__ RAINOTLS PAT ,3..= d _._ !'a I1A AN[) RECORDED Tx+ VOLUME. �• . __ )F PL A 1- AGES ► =t.( c >Rti5 of KING COUN11., WASHINGTON DIVISION Of- R, E .ORC)S AND ELECTIONS DF F'U-t `' DIRE. C.. TOR, KING COUNTY DEPARTMENT 'DE- RECORDS AND ELECTIONS RECORDING NO. C1 -Q !/- -- 7/4' 0_0 .41,/cs-e-F/ ZGJQ J41, T . 4"► A L IF, • C.. 3k, &Jl1N I •E av; �F? DEPARTMENT Of' RECORD , AND Et ECTiONt-, 00 '7c) WNcTE$ WATER AND SANI T'RT SEVER SERVICE PROVIDED BY DISTRICTS. PREPARED B11 Balms & Holmberg Inc. ENG INEEI 'S & SURVEYORS 100 FRONT STREET SC I ITH 1:iSAQUAH. WASHINGTON 98027 DRAWN BYi MM CHECKED BY' ws: I (42S) 392 0250 JOB NO. 1736 —Out 1736-1FP.DWG DATE' SHEET' 4- -9--01 1 OF 3 1 -7 "")e_ ._ 1 t " C) 1..... ! 1 'l fl1 1."1•') )f) • FOSTEll HEIGHTS A PORTION OF THE NE9 /4, SEC.22, T.23N., R.4E. KING COUNTY, WASHINGtON CITY OF TUKWILA Ui1LITY EASEMENTS AN EASEMENT iS HEREBY RESERVED FOR AND GRANTED TO SEATTLE CITY UGHT, US WEST TELEPHONE COMPANY, AT &T CABLE TV COMPANY ANO OTHER UTILITIES, 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 PUBLIC), AS WELL AS AN EASEMENT WITHIN ALL PRIVATE ROADS, TRACTS, AND DRIVES, IN WHICH TO INSTALL, 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 UTILITY SERVICES, TOGETHER WITH 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. RES1 RIOTIONS 1. NO LOT OR PORTION OF A LOT iN THIS PLAT SHALL BE DIVIDED AND 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 111332) AT ALL REAR CORNERS. SET TACK iN t EAD ltd CURB AT THE SIDE LOT LINES PRODUCED TO AN INTERSECTION WITH THE CURB UNE. 1 TRACT 'A" iS A JOINT ACCESS AND UTILITY TRACT. 3. THE LOT OWNERS OF LOTS 9, t0 AND 11 HAVE AN UNDIVIDED OWNERSHIP iN TRACT 'A" AND SHALL BE RESPONSIBLE FOR THE MAINTENANCE THEREOF. 4. THE FIVE (5) FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 6 AND 7 1S 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 FACIUTIES THEY HAVE BENEFIT or USE. AND SHALL EQUALLY SHARE iN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES. '-ISED iN COMMON. 5. THE FIVE' (:, j FOOT DRAINAGE EASEMENT WITHIN LOTS 12 13 AND 14 IS FOR THE BENEFIT OF LOTS 13, 14 AND 15. THE OWNER OF SAID LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF T11 AT PORTION CF THE ^RA. 1 IGE FACILITIES THEY HAVE PFNFFiT OF USE. A': % SHILL, EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE. DRAINAGE FACILITiES USED iN COMMON 6. THE Fib FOOT DRAINAGE EASEMENT WITHIN LOT . IS l*OR THE BENEFIT OF LOT 10. • • - THE OWNER OF SAID LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE. ANO SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACIUTIES 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 8E 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 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 FACIUT1ES THAI THEY HAVE BENEFIT OF USE, AND SHAD_ EQUALLY SHARE THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES 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 iMPERViOU`' 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 TUKWILA PUBLIC WORKS DEPARTMENT. THIS PLAN SHALL BE SUBMITTED WiTH THE APPLICATION 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 FILE WITH THE CiTY OF TUKWILA DEPARTMENT OF PUBLIC 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 APPLICATi)N, 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 PLACEMEN T AND 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, ATTORNEY'S AND EXPERTS FEES OR PROPERTY DAMAGE ARISING FROM THE PRESENCE OF STEP SLOPES WITHIN THE PLAT; PROVIDED, THAT THIS RELEASE SHALL OT APP! Y TO CLAIMS, ACTIONS, CAUSES OF ACTION, COSTS, ATTORNEY'S AND EXPERTS FEES AND PROPERTY DAMAGE RESULTING, FROM THE SOLE OR CONTRIBUTORY NEGLIGENCE OF THE CITY OF TUKVALA, ITS OFFICERS, AGENTS AND EMPLOYEES. PRELIMINARY PLAT NO. L98 -0019 FINAL PLAT NO. L2000-026 1 bo N ai 0 M N- 0173'-03 • • • • • • S S 8752'34" 126.11 VICINITY MAP NTS S 87'51'26 E F.- PARCEL 'D` 1 T.L. 0040000560 s 87'55'58 "E PARCEL 'A' T.L. 0040000539 PAF:CEL 'B' T.L. C040000550 S. 144TH ST. 1x9.20' PARCEL 'C' T.L. 0040000554 315.06' ONlowlommt S 87'S3'42• E 189.29' 33 34 3 S. 146TH ST. INSTRUMENTATION INSTRUMENT USED: Fivk SECOND TOTAL STATION. 0 l S 87'54'50* E 189.20' RECEIVED JL1. 1 U 't101 TUKWILA PUBLIC WORKS FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22000. INDEX LOCATION: THE NE1/4 OF SEC. 22. T. 23 N., R. 4 E . W.M. A OF BEARING: NORTH LINE OF NORTHEAST QUARTER N 8F4.9'18' W PER R. U.S RECORDED IN VOLUME 30 OF SURVEYS, PAGE 57 PREPARED BY \ % 1332 • • °HAIR $XPIRE9 11/30/02 Balma &_Holmberg Inc. ENGINEERS & S U R V E Y O R S 100 FRONT STREET SOiUTH ISSAQUAH, WASHINGTON 98027 JOB NO. 1736 -001 CHECKED BY' WSI DATES 6 -13 -01 (425) 392 — 0250 1736- 1FP.DWG SHEET' 20F3 15` 22 1319.30 FD. 4 "x4" CONC. MON. WITH COPPER PLUG & PUNCH MARK (ENCASED) VISITED 7 -22 -97 1318.09 FD. 4 "x4" CONC MON. WITH COPPER PLUG & PUNCH MARK 0.04 NO. OF LINE (ENCASED) VISITED 7 -22 -97 20.00 WEST LINE LOT 10 BLOCK 4 ADAMS HOME TRACTS . NORTH LINE LOT 14 BLOCK 4 ADAMS HOME TRACTS S41752434" " E 126.11 20.00 1 1 0 20' 20' • 14 VOL, / PG. FOSTEA HEIGHTS A PORTION OF THE NE1I4, SEC.22, T.23N., A.E. KING COUNTY, WASHINGTON CITY OF TUKWILA N 87'49'18" w 2637.87 (ROS) N 87'49'16" W 2637.84 MEAS. BASIS OF BEARING 131 &54 -•NORTH LINE W1/2 LOT 10 BLOCK 4 ADAMS HOME TRACTS 0 S 86.11 10' SANITARY SEWER ESM' T RECORDING NO it, . 1 999081 200031 4 SEE NOTE8ONPAGE2 90.76 S 8751' " E 189.46 35.82 SEE NOTE 5 & 8 ON SHEET 2 OF 3 OF THIS PLAT. 15 7265 SQ. FT. SEE NOTE 5 ON PAGE 2 1� \':- 15' POWER ESM'T A te ' TO SEATTLE CITY 5' PRIVATE � f LIGHT - UPON DRAINAGE RECORDING '- =MENT \ ,` 9 14 - 13 6500 SQ. FT. 62.88 SEE NOTE 5 z ON PAGE 2 5' WA TER ESM'T _f _ ICATED TO ' -1-2-57 TM- - !- -. 6500 SQ. FT. SEE NOTE 5 & 8 ON PAGE \ \d 15' POWER ESM''' TO SEATTLE CI Lt LIGHT - UPON RECORPING �• ' / /'"y \.i' 'i 12 t0 6547 SQ. FT. \IV O co ' T Al2- SOUTH 145th, STET - (i--- d�- _y24t38_` -- 20" SANITARY SEWER ESM'T PER RECORDING NO. 1999r;812000314 1 ' t..t 0 d CC QQ CC O J O - -'o CD �0 aZ La CTI CC F-0 ow 0 w }-_ d 0 z 8 S 20' 20' ARI SEE NOTE 4 ON PAGE 2 5 6500 SO. FT � 10' UTILITY EASEMENT N 8836'57" w 8 FD. 2" BRASS DISC IN CONC. WITH PUNCH MARK (ENCASED) VISITED 7 -22 -97 66.62 0 0 4 6500 S0. FT 5'x25' rn PUBLIC SIDEWALK EASEMENT SEE NOTE 7 PAGE 2 PREUMINARY PLAT NO. L98 -0019 FINAL PLAT NO. L2000 -026 N 0 L 0 ,•, M 12'..27 SCALE: 1 " =40' 0 20 40 - 80 LEGEND • FOUND MONUMENT AS NOTED E MONUMENT TO BE SET ROS RECORD OF SURVEY RECORDED IN VOLUME 30 OF SURVEYS, PAGE 57 ORIGINAL LOT ONES CD SET REBAR AND CAP. LS# 11332 15 4 FD CONC. MON WITH '=' 22 LEAD & PUNCH MARK (ENCASED) VISITED 7 -22 -97 EAST LINE OF W1/2 LOTS 10 AND 11 BLOCK 4 ADAMS HOME TRACTS CURVE TABLE NO DELTA RADIUS LENGTH CI 90.00'00" 25.00 39.27 C2 72'47'45" 25.00 31.76 C3 37'38'36" 40.00 30.22 C4 51'42'32" 46.00 4151 C5 73'31'21" 46.00 59.03 C6 62'49'32" 46.00 50.44 C7 40'43'38" 46.00 32.70 C8 13'37'54" 25.00 5.95 C9 90.00'00" 25.00 39.27 Cl 7 89'19'01" 25.00 38.97 C11 6211'01" 2 5.00 27 13 LINE TABLE NO. 8EARING L 1 S 88'32'13" E L1 S 25'42'41 " E L3 S 254241" E L4 S 25'42'41" E NORTH LINE ADAMS HOU DISTANCE 5.00 16.97 7.52 9.46 LOT 12 BLOCK TRACTS 15' unuT-Y ESM'T r REC. NO 19990812000315 15' WATER ESM'T r� 10' WATER ESM'T 5' PRIVATE DRA.:NAGE ESM'T LOT 6 Sc 7 6 6500 SO rr SEE NOTE. 4 ON PAGE 2 60.63 N 0 7 5v<� SC,. FT. SEE NOTE 4 ON PAGE 2 60.63 . 9.4 - - - _7DJ_ T 5' PRIVATE J DRAINAGE EASEMENT 3 6500 SO. FT. ;° SFF NOTF 7 PAGE 2 5' WATER ESM'T DEDICATED TO WD 125, TYP. 0 (1) N 0 S 10' PRIVATE DRAINAGE EASEMENT 3, O 6500 SQ. FT. 10' SANITARY SEWER ESM'T RECORDING NO 1999081200031 S 87'53'42" E 189.29 �;_+ 132j5 Ut IC 3_ PRIVATE , ..".414C MS. DRAiNA - ` SR' A ap \ 11 EASEMENT .39. ., . � �,,- - . \ I 8,5 ' w ....„ ti'. _ LA 6500 SQ. F T GE N � w . :: x.� u► \ SEE NOTE 3 ON PAGE 2 10' UTILITY � - N .&,:L. % \SEE NOTE 6 ON P AGE 2 I EASEMENT - EE NOTE 13 ON PAGE 2 I g \ Q'• , &71 11.2.54 6533 SQ. FT. \ 4 -1 SEE SEE 5, --t 0.3 215.42 --60.88 - - NOTE 3 NOTE 9 58836'57 "E 2 6500 SO. F T. SEE NOTE 7 PAGE 2 S 10' SANITAPY\ SEWER ESM'T RECORDING NO 199908120003141 1 6500 S0 FT. SEE NOTE 7 PACE 2 0 0 ON PAGE 2 ON PAGE 2 t^ 68.21 ,S 8734'50' E 139.36 F56-8- SO. FT. 1 w 10' SAN. SEWER EASEMENT ▪ RECORDING NO.19990812000314 7 0 0 S 87'55'534 E 315-46 DEDICA TED TO THE PUBLIC FOP ROAD PURPOSES UPON T'-1r_ RECORDING OF THIS PLAT 524.13 S 87'5E:58" E 131473 • li • 1 ;t , 1 ; , • ` si SEE NOTE 3 ON PAGE 2 SEE NC)TE 6 ON PAGE 2 SEE NOTE 13 ON PAGE 2 120.99 S 87'54'50' E 189.20 1 1 SOUTH LINE LOT 12 BLOCK 4 ADAMS HOME TP AC T3 SANITARY SEWER EASEMENTS AS SHOWN ARE PER RECORDING NUMBER 19990812 00314 EAST LINF W1/2 LOT 11 PIOCK 4 ADAMS HOME TRACTS s 146TH ST N 8 _J 0 n •!5' PUBLIC ORAINAGF EASEMENT AND PRIVATE TREE REPLACMENT AND VAULT SCREENING EASE% 'N 0 z 1 1 N W 4 N rt.; 1 14 :3 23 1 i i C ALCULA TED tN TERSEC T1ON Posi TIQN RE1 E1VFD IU1 1 C : ?OWE TUKWILA Pl1RLIC. WORKS PREPARED BY Baima et Holmberg Inc • ENGINEERS & S U R V E Y O R S 100 FRONT STREET SOUTH IE'SAQUAH, 'rt►A:;N[NGTON 98027 (425) 392 - 0250 DRAWN BY' MM CHECKED BYI WSH JOB NO. 1736- 001 1736 - -1 UP.DWG DATES SHEETS - --._.. 6 -13 -01 3 OF 3 0 1736 -1F r'.dwq 6 -13 01 1.23;28 pm E S 1 STA. 3 +00 "NO PARKING ON ASPHALT" SIGNS ALONG WALKWAY 0 100' SPACING, TYP. TYPE !.I BARRICADE Q% - o� STA. 3+25 END , IMPROVEMENTS ' STA. 3 +10, 27'LT , CURB INLE- 50X RIM =gib 463 ZS INV= -=.-"e 45$•SIL - END ROOKERY TOP =466.0 TOE =463 2 TOP =468.0 TOE =464.2 TOP OF CURB= 464.23± TOP = 468.9 TOE = 465.0 STA. 1+50 -BEGIN ROCKERY TOP =469.0 TOE= 466.5 SCALE 1" = 30' FOSTER HEIGHTS }, 57'5 < _ 1. 9 YARD 0 YARD DRAIN 0 8 ADS N -12 TIC* JNE / FRO> ROCKERY DRA 1 0 1% MIN ;t 7.50 34' N \O CO NECT R• KERY DR IN TO INLET STA.. 3+24, 13.25 R CB# '2, TYPE RIM - .74 INV= �� 4s8 78 - 32.-12" SD 0 2.81'4 11A. 2 +92.47, ' 325.RT P' VATS; Al , E ESMT A. 1+73, CBN 9, VANED RIM= INV= 0 +00 2 +43.47 R { j DRIVEW' 4¢J.Oi CURBCIJ { { TYP. n. X - `a `�J► ego 1111111 °DI Met W$I!IM 1 STA. 0 +49, 13.25 • T 5 PRIVA E DRAINAGE ESMT , / I,, I CBN 10, TYPE I W; VANED GRATE l RIM.4.4&•,e 451.4 I MEET INV =4be -=b 454. .7 -GH T'`` 5' WATER E' T Y °) DEDICATED 0 5 WD 125, T 1 STA. 1+ 3, 13.251RT CBN 8, YPE I `- W/ VANE GRATE RIM = t.er441.o1 INV =43�,:,,ar. 434.4 7 1 1� 1 1 \ 1 40' ACCESS ESMT THESE PLANS ARE "AS- BUILT' AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: !Z- O5 -Z000 (1.�. � E�� WILLIAM SHUPE HOL ER PL 332 CB# 7, TYPE I W/ THROUGH CURB INLE- RIM =423.30 42.4. if INV = 420.E+6 401.. Z CBN 5, TYPE II - 54" W/ SOLID LOCKING UD STA. 2 +74, 18.5'RT RIM= 424441 4Z6.L9 INV = 418060 4/7,63 CBN 4, TYPE II - 4E W/ SOLID LOCKiN. L D RIM= 44"3.6 .i 413.01 INV = 46,E -0013 408.61 15' UTILITY EASEMENT 1D1'^ -12" HDPP D ® 1-&814% / 9. / {a' W /(2) PIPE ANCJHORS SPACED ALONG (PIPE -,SEE DETAIL \ 1 I/01 1 1 1 p +661-12" SC ® 7iyeii� 15.17,. N 87'53'42" ‘11:4L111;1_,Itirif,'MAit 1k, 11 11 1 11 I 11 1 11 1 I 1 1 11 1 11 I CB# 3, TYPE i1 -48" W/ SOLID LOCKING LID I RIM = 386.68 INV = 380.03( A=) INV =3S) i zo 23. I�.3 1.4•-12" HDPP 0 mg, f_____ W/ (2) PIPE ANCHORS SPACED ALONG PIPE 11. .. 2, _ t Y' RD'; DRAIN 1II EXIST. WEL TO` BE ABANDONCD PER O.E. REQUI MENTIS 10• Fl PRIVATE 1 DRAINAGE 9 -- IESMT PRIVATE CB# 6, I W/ LOCKING GRA INM =4 7.00 j IaV =4 a-Ga 422.9 S I 1 LL1 �x EXIST. CB RIM= 377.7 INV= 3(75.0 j 0' -12" SD 1;00% B- Se`317 3.tdt \ ARPARINIvAAI - '=11. PRI�ATE CB N14, TYPE I -48 ASEMENT W/ LOCKING VANED GRATE - -1 RIM= 4i5.GGt 4,3,13 INV =4& 43 404,13 \ ` 1 45', \ 4,V-1r SD 6" PVC R00FDRAIN © ' ' 0 0 0% MIN.`A 5 WAT1 ESM T. UEDICA_D TO 1 WD 12:TYR. -BOX M,130X RACK T MINI* REf \vIL' F = cE3# 13, TYPE I I f AI LOCKIJ'IG SS --�J VANED GRATFi MANHOACCE, RIM =44+, 4 I I INV= 4Gai.W4oq; '11EEL HANDRAIL , 1 I OR CH LINK FENCE _ E1(IStING STO,�M DID PAVED MAIN ACCESS PAF REA AULT GRAIN SATE VALVE 20' ANCE ING L COMBINATION DETEN11ON/WA1ER QUALITY VAULT 1 — SEE DETAIL I I♦ Ar; 1 1 i r • . w . VICINITY MAP NTS INDEX r 1 ROAD /STORM /GRA.DING PLAN 2 ROAD /STORM PROFILES 3 ROAD /STORM PROFILES 4 OFFSITE WALKWAY 5 NOTES /DETAILS 6 ST = +NDARD DETAILS 7 COMPOSITE UTIL; TY PLAN 8 E. S. C. PLAN v Try) I Cd# 2, TYPE - 48" ' RIM = 3844rt 379.73 INV= 37'64' }( ,V) 3 76.3 I INV= 3+1•3:eS(t \12 "E)373.63 RELOCATE UTILITIES AS NEEDED, TY1'. RELOCATE EXISTING FENCE AS NEEDED, I WIDEN EXISTING ASPHALT \ TYP. EXISTING I, ROAD 5' MIN. FOR PEDESTRIAN _ T AS 13 WALKWAY TO 46TH AVE S. , TYP. 1 I - SEE DETAIL it 1 o 8 - 1 \ 1 NNE TO SEPARATE PEDESTRIAN 1 So FROM AUTOSI ,I INV= ,1.50 1. SID E AS / WALK ,VIE-NT I Q, , 11.L8 %• i 2" SDP ¥r-' Sp. (48.60 / CE# 1 TYPE I , W; VIED GRyiE R4.34,,,,± 4.43, AINCIOE €SSMT;' 2 00g " .Y _ 4 �i 1 I /r 1 1 1 1 //► 1 I 1 1111 ( / 111 III ///1II1/11 1 1 1 1 / 1 1 1 I I I i// 1 1 1 1 1 1 / 1 I l l TIL((11ES ASXISTINC1 I / il 1 1 II il li 1 1 NED�0. �TYP.11 I 1 1 1 ' 1 1 \ I .. \\ \ 1 I l l 1 1 1 1 1 1 I'1�i1 t; - 1 I i I i l l I Lill I—L / - 7 i /iI /il ,f „ 7 111 %� AIIMIIII■11111111111111//IIIIIMIIIIIIIIC INN THERMOPLASTIC EDGE T $ L WATE ` "—�• '/ _ . = 20.75 - - TO CITY OF _ _ T �i�1�I F a11�.� �+• •rl-.. t 'S � /30x N 87.55'8" Lai z_ J CBN 1, TYPE i CONSTRUCT 0. =4 EXIST. SD RIM= 3V6124375II (MATCH ROAD INV = 3+,144, (.:4iFY31Z.7, PRIOR TO VAL- CONSTRUCTION, {NCE ; WI ENTERING SIGHT DISTANCE 438 FEET LOOKING WES' 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 .../Lc 41.K •'473.94 r8r .±70.44 1¢IM;4c3.z1 0000 --- _ -- irur --- --- - - 14_6TH° ST. ,,\ moo POTHOLE TO SD C VERIFY C ATERLINE PRIOR STA. 2+49.89 SIRUCTION TO CBN 12, TYPE I ARANCE W/ VANED GRATE RIM = 466± cg e- lf i • TYPE ID BARRICADE 1 SCALL 1 -8" CAP (MJ) 1 -2" BLOWOFF Gc W/ THRUST BLOCKING • 34" w 0 }, 87'5'26' A' NE 1/4, NE 1/4, SECTION 22, T. 23N, R. 4E., W.M. e4 sr 1 / k c 01 1 - -8" TEE (FL) 2 -8" CATE VALVE (FLxMJ) 1 -8" ADAPTER (FLxMJ) W/ THRUST BLOCKING 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 FER DISTRICT STANDARDS 1 -8 "x6" TEE (MJ,FL) 1 -6" GATE VALVE ,,FL) W/ THRUST BLOCKING ' -5" 45• BEND (MJ) W/ THRUST BLOCKING I 1. ALL MATERIAL SPECIFICATIONS AND CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE REOUREMENTS OF WATER DISTRICT 125. 2. AJL LOTS SHALL HAVE INDIVIDUAL PRY'S, INSTALLED ON THE DOWNSTREAM SIDE OF THE METERS. 3. THE LOT 15 RESIDENCE SHALL BE PROVIDED WITH A SPRINKLER SYSTEM. 1 -FIRE HYDRANT PER DISTRICT STANDARDS 1 -8 "x6" TEE (MJxFL) 1 -8" PLUG (MJ) 1 -6" GATE VALVE (FL) W/ THRUST BLOCKING L 20' SS MT 1 -8" VERTICAL 22.5' BEND (Mu) W/ THRUST BLOCKING EXIST. WELL T• 1 ABANDO D PER 1, D.O.E. f�EQUI MENTIS 1 I TrIAFFIC,BEARING NI z 5' WATER ESMT. •- DEDICATED TO WD 125, TYP. 16 -BOX MAILBOX RACK WITH MINIMUM rr 5' CLEARANCE BETWE'C N 1 MAILBOX & BACK OF 'SIDEw. -SEE DETAIL 5'x25' 4 SIDEWALK EASEMENT \ TO CITY • TUKWILA S. 146TH ST. r • i. 1 -8" "APPING TEE (FL) 1 -8" 'APPING GATE VALVE (FLxMJ) W/ TI -RUST BLOCKING IHLSE PIANO ARE "AS- BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: IZ-rLz:oc I a 7 WILLIAM SHUPE ti LMBERG PLS 11332 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 EXPIRES 11/30/00 OWNER TRIDOR INC. ATTN. SCOTT WIKLOF 2226 ELLIOTT SEATTLE. WA 98'21 206/443 -7735 VICINITY MAP N TS 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 VO_UME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. FIELD SURVEY CONTROL WAS BY CLOSED TFAVERSE LOOPS, MINIMUM CLOSURE Or LOOPS WAS .:22,000, IN ACCORDANCE WITH 4AC 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 Or POSSIBLE ADDITIONAL UTIUTIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LC --;ATION CENTER (1 -800- 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER ,R HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXIS iS. 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 SHALT. 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 70 APPUCABLE PORTIONS OF ANSI STANDARD A21.i0, A21.11, B16.2, 816.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT _INED. 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, JCti. EPDXY COATED STEEL, OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTINc PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND ._VE TAPS. 13 3 1/2 FOOT MINIML M COVER OVER ALL WATERMAIN PIPES. 14. DEVELOPER TO PA, FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRILT NO. 125 SUPERIN FENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOr TO COMMENCEMENT CF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WL #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 DENSI TY 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 REQUIREMEN TS. 25 ALL PIPE AND APPURTENANCES TO BE TESTED W THIN 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. 12`, STANDARDS. 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED Ei/Agf21CT NO 125. YiuT' Jas. ors COM( Call 'before you 1- 800 - 424 -5555 NDERGROUND SER USA NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. 11 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 DESIGNED TJR DRAWN JEF :HECKED TJR F. NAL cad42G ZEA- _P_IA .i- REVISED PER PACE & CITY REVIEW REVISED PER PACE REVIEW SPA REVISION /p �2/ ?1/00 RGH TJR 6/21/99 IF TY DATE BY APP'D KING COUNTY WATER DISTRICT NO. 125 1 JUNE 16, 1999 SCALE 1' 30' SURVEY TEAM FIELD 8001 CPU FILE : 1422-41M1 A.DwG • TRIDOR INC. FOSTER HEIGHTS WATER EXTENSION WATER PLAN JOB NO. 99154 -80 DWG NO. 1422- 4W1.DWG SHEET 1 OF • 4 • •File: D 02_0158 35mm D • #1 Y 1 I II 0 Inch 1/16 1 2 3 d 5 6 w >r�v�= IIIIIIIIIIIIIII IIII IIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIII iI IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIII IIIIIIIIIIILIIIIIIIIII!I1 I I L_J I • ' rr a 1 I YARD A • - __ _ • • • a N 8751'26" W w 189.45' .. -- o' • 76 • • 99' .._.. ._ A A , , • • ••1 1 • >t • N • •• TP -3 • • • w a 11 c 10 � • to 1 �a o • P a Z 9 • • :: ° _ ¢ • I 67'52'34" W ' 126.11' 4% kr I ►. • • tea �.� • • • ; 12 w= _ 'w 20' • I to .; TP - 2 g at ; � If _ 60 ' C • I t'i ! � . � • i n 1-.4 "7� • i' , a t ;\ o :: , • '� ` 1 123' ' t :.: %r II •I 1 • , 1. , . I , J 1 Y 49 . 74 , `? • t t N , ' � • t ,` 13 t ( \ 1 5' EASEMENT • 1 I , _ • m / _ ' c�ra, T seepage :: :: .. : ' � 126' i : Q ' ! ! 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'" X89:1 -,•-� - = - i 189.11' • � r �„ o ; TH''' St •.,:rte L? . ... .... , n t i -o- /c, . . _, a INY� DI C • • ref: Preliminary Plat Map by Baines & Holmb Inc. SITE •EXPLO • RATIONS PLAN dated 9/12/97, reduced scale 1" -. 60' 't- , , South 1 6 Proposed Fo • ster Heights Development_ GEOSPECTRUM CONSULTANTS INC .�MJ � 4 � Street & 51st Avenue Sou th < :r• „ i W��� • .. •1 Y j .... as Washington G .aotaahnlccl EnpInootlnp cnc' Ecrth Salorrc•os • Proj. No.98 -103 Date 2/98 Figure 2 11 X 17 PRINTED ON NO. 1000H CIEAAPRINT • i • 1 '1 I • . • 1 I 1'I I i i I'Ii .i Liiij; iii. li ill ' 1 '•1 i I• I • I • I 0 Inch 1/16 2 3'. d 5 6 t • S l L ` .. GI. `. ` ` I _ . __ ...- ^.1 _ _. - - - -- __.. —_ , v L > I L i 0 I IHIIIIII IIIIIiiid IIIIiiiiIIiiiI1111h1IIIII111IIIIIIIIl ���II���I �I��I���� I�iiliiiiliiiiIIIiihi tIiiihiliIIIIIIIIIIIIiiiliiiiIIIIIIIIIIIIIIII