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HomeMy WebLinkAboutPermit D97-0022 - STENSON CONSTRUCTION - LOT 20 NEW SINGLE FAMILY RESIDENCECity of Tukwila .: Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 076100 -0200 Address: 14258 54 PL S Suite No: Location: LOT 20 Category: NSFR Type: DEVPERM Zoning: LDR Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: .0 South: .0 Water: N/A Sewer: N/A Wetlands: Slopes: Y Contractor License No: FLEES.I *.122CA Permit Center Authorized Signature:I Signature: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Print Name: Permit No: Status: Issued: Expires: D97 -0022 ISSUED 10/16/1997 04/14/1998 Occupancy: DWELLING UBC: 1994 Fire Protection: N/A East: .0 West: .0 OCCUPANT STENSON CONSTRUCTION - LOT 20 14258 :54 PL S, TUKWILA, WA OWNER CARLSON ANNA M 14224 SE 200TH, KENT WA 98031 CONTACT LEE STENSON 144 SW 153RD, BURIEN, WA 98166 CONTRACTOR :F LEE STENSON INC. 144 S.W. 153RD, SUITE C, BURIEN, WA e***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * *,k ** Permit Description: CONSTRUCT NEW 2484 SF SINGLE FAMILY RESIDENCE WITH 332.5 SF UNCOVERED DECK AND 512.5 SF GARAGE. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 188,441.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: SAL Curb Cut /Access /Sidewalk /CSS: Y Fire' Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start. Time: Land Altering: Y Cut: 100 Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary, Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,570.21 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** dill f Streams: Phone: 206 431 -5159 Phone: 206 431 -5159 98166 End Time: Fill: End Time: (206) 431-3670 Date: _ 1_0 - t o I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. 1425B 54.P Addr ",ess: is Sui to ITenan.t 'Status: ISSUED: Tv'pe: DEVPERM A p p l i e d : 01/29/1997 ' a'rce1:' # 076100 -0200 Issued: 1071671997` k• *•kkk' * ** * *•k•k**k**.kA 44:** .* Ak**** k k**• k*• k*• ki•* k• k* k•. 4• k*** k *k* **•k•k•k' *•kk*•k * -k-k•k•k* Permit, Conditions: 1'.. No:;changes will be made to the plans unless approved by the. Architect or Engineer and the Tuk;wi la.:Bui tding Division. . Plumbing. permits s;hala,.be oht:aited through, <the Seattle -King County Department ofr ?ubi i'c' Health. Plumbing, w,i l l be inspected by that 4 a.gency, incl;uding..a1.1 gas p-i:ping (296 1 Electrical permits °sha 7 l rbe obtained thr ough Washington State Divis;= on of 'Lab'or. and Industries and al1 work willfb inspected by that agency`(248 6630) All mechanical, work shal'l be ;under separate., permit;, issue the C i v. of Tulcw,i'l a All permits, inspection records, and. approved plans sha) avai lab a t the .i'ob site pr to t the start of any con,, struati`on 'These documents are < be maintained and .401,1 able until f i na °l inspection approval : i s granted. Any .;e p osed'insulatioris backing material shall have a Flame Spread Rating :of 25 " - er less, `.and material shall bear, identi f ivat'ion showing, >the. f ire performance rating thereof • Al l!FOnsr�u i on� to - be ,;,done i n confcrmance..'with approved plans. and requ i remen ts/of the Uniform ' - B:u i l d:i ng Code . , (1994_,.. Edition) "as amended Un`i f ormMechani.ca l Code (1994 Edition) , ands Wash i ngton State :Energy (1994` E.d.i t i on) . Y� Notify the. C,i.ty of. Tukwila Bui ld'ing 'D'ivis .on prior to .- placin eny..�concrete. This procedure - , is' in `addition to requirements `.fort special inspection • All wood to'';•rema in placed concrete shall be treateckwood . 10. Validity of Permit,. ' The issuance of a permit plans, pecificatiins, and computations shall not be con strued'to apermit,for, or an approval of,, env, violation of any of the provi s i ons of the building code or : of an y other ordinance'of. the jurisdiction. .:,No 'permit presum-i;ng` to give authority to violate or cancel the provisions of this code shall b`e;:.val id. 11. There shall be -'no .occupancy of buil;d.ing(s) until the final inspection has :'been completed by the Tukwila Building Inspector. 12. VENTILATION IS REQUIRED FOR'ALL'NEW :'ROOMS - 'AND SPACES OF NEW OR EXISTING BUILDING'S IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. 13. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities. 14. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 15. CONTRACTOR SHALL FOLLOW' ALL THE CONDITION'S AND RECOMMENDA -' TION'S OF THE SOILS pu'oRT.. Permit.' No D97- .0022. r'in No: tatus : 3.1 te Address: ' Location: Lter Meter e. ter meter • Work Order No.: • C onnection • , Install , Deposit: Add'l Install Deposit: • 1 1, Plan Review . PERMI . 1 204N „ oo • o °‘ $10. 00 • • Inspection F'ee t1500 Wa ter Turn On Fee: `, • - .$25. 00 Special Assessment: • 06 Other Fee: 00 • • TOTAL WATER METER FEES $260.00, ?UBL IC WORKS ENGINEER: APPROVAL':' 'SAL D97 -0022 ISbUED 54$ RL,.' LOT .2 WATER :METER . ' • ATER METER SUPPLEMENT DEVELOPMENT PERMIT Applied Date • • Issued ; D 10 /16/1997 , . • :WATER METER "C Projec ame/Tenant: G6 mF Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Value of Construction: �,2) bd D ( ? Site Address: 1L& 6 c y - Y � I 5 _ Floor Area Ratio: (total floor area of all structures divided by the area of the lot) City State /Zip: _ Tax Parcel Number: d 71 l ' - 0 27 Phone: • 4-3/ - s/.57 Property Owner: ` t u Street Address: l4-4- 5...2/ 1P ,ztdsU t,4 City State /Zip: 1:6 /1:42 Fax #: Contact Person: . .. , -: Ive- - . t .v -12- QZ 1 Phone: (- W ee. 5- Street Address: �j rcll r Ur ' O(fA r, 'Cit State/Zip: Fax #: Contractor: / /. Phone: 4 , Street Addres' City State/Zip: Fax #: Architect: A, C di74' A 7,r.7 Phone: 94 - 2 / Street Address: .5 , 11 6443 lla $ 77 City State /Zip: 1- e l&/ZCo Fax #: `7 -- 7 5 Engineer: Phone: Street Address: City State /Zip: Fax #: Type of work: II New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: _G' ft. Dwelling sq. ft. Covered Deck(s) SAZ 5 sq. ft. Garage /Carport _sq. sq. ft. Accessory Structure(s) 3J5'Z sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF " IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ;APPLICANT REQUEST FOR PUBLIC SITE/CIVIL PLAN REVIEW. OF THE FOLLOWING: reviews shall be determined b <ftie Public Works De • artment ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: `� - Oa - 11 Application ta: (initials) SFPERMIT.DOC 7/5/96 BUILDING -OWN - z • R AUTHO ED AGENT: Signature: Date: //2, 2, /97 Print nam :.. Phone: 35,21/2_ Fax #: Address: ! ( r o �'°' � City /State /Zip ,,� - 7 7 Gtr— �G�- 4 ?b ALL SINGLE- FAMILY RESIDENTI: PERMIT APPLICATIONS MUST BE.' BMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED Bl,, REGISTERED ARCHITECT OR PRO:- .:SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED WA SUBMITTED ❑ Complete Legal Description ❑ 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- � •y 0179 for servicing district. ❑ lJ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ Four (4) sets of site plans to Include: 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Working Drawings Cr ❑ t� Foundation plan and details ❑ Ly Floor plan ❑ 17r Roof plan ❑ TY Building elevations (all views) ❑ Building height ❑ �"/ Building cross - section ❑ Lam" Structural framing plans and details necessary to completely describe construction ❑ L� Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Forms H -15 & H -16 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Forni 1 . ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT / HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 7/5/96 .A.4. : A, l• k*'**;******• A 4 ********** A***. A*• kA* * * *A * * * *A* * *•k.* * *4 *4Ak * *fi *** Acc Code 000/322.100 ' 000J45.1330 000/3.45.830 0011/3,136.904• - 000/342.400. 412/342,400 402/342.400 401/ 401/186.520 401/342.400 .401/343.405 000/322.100 000/345.830 . Description BUILOJ:NG - RES : PLAN 'CHECK •-. U.TILITY PLAN CHECK. - WATER ME(ER STA1E:BUILDING SURCHARGE I:NrP FEE 7 UTILITY • INSP, FEE STORM DRAIN I:NSP FEE . - SME: %SSS WATER CONE CTION WATER INSTALLATION (DEP) WATER IN33PECTION'FEE WATER ' TURN -•ON FEE • LAND ALTERING ,PERMIT I1IT FEE LAND ALTERING 'PLAN CHECK Total Fees :: Total ALL Pmts: . Balance': 2,570'.21 2,.570.21, .00 Amount 1,332.25 20.00 10.00 4.50 15.00 13.00 / 20.00 60.00 150.00 15.00 .5.00 22.5.0 15.00 _ ....I %ken` 10'./15 /11 - TM - 1704.25 •••; •■■ • • • • 4c Ayr,ir.4 k ii4e •k,4.*** * 41...r *,* h *.* k**•.fr CITV Or, TUKI4l.LA 4A 1 , h44N(*.A-11: k k****.A.*:k ;4•1v It** • 11 , 0 1.,4' R9?00535 4)mount,., . 8 ,; 9. . 01./23/9 13 22 Notation:. CIJSTCM SERVICES:- Init 9L13 - -•- ----- Perm it No - 047-0022 ; . Tvoe: Dt.VPERM ; DEVELORMENT PERMIT )arpel .076100.-02010 .....;:-:.:. ',.'.•'..",:.• - ..... -- ,1;(icat..i:Ori:-'§ , .st44'..ST. :It 35 AV S. LOT .. .lg . ' - ,.. , . . : ',. .. •. . , „ Total :Fe 7 es: • " - - 2,202.1 Thit Paiiiient.' ..H S65.96 ' : Total ALL ' pinta: . '• . ' ' B65,.. 96 .., .. .• -, -. - .!... • , - , - .: Lht1rtc at, • 1,336.75 . 1, le Arick•*••••,k*'•ic V******4r$4k****A•ic•It***A•k k•k•Jr•Alik****1;*•fickie***Irk******* Ad 'c ci unt ,., Cade . Descr i,pt i on -.. 1 ..:," : .r1199tirlt Y000./ I.. -. '.. ,PLAN CHECK .- RES' 865.96 • 6?82 01/31 9719 TOTAL 865.96 Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300: Southcenter Blvd., #100; Tukwila, WA 98188 Project: S Type of ins coon: Ad r s, �/ Date called: Special instructions: Date wanted: /'}-1 1. kA Requester: Phone No.: C.�/ �`/ proved per . applicable c es-- -- j Corrections requlr riKto approval. COMMEND S!r 1 I PERMIT NO. (206) 431 -370 Inspector 7-1 $42.00 REINSPECT!' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Inspector I Receipt No.: Date: -9191 Project: r Lee 5 fea150in Type of inspection: Tina l Address : / tz5g 5q p S Date called: 7 g O Special : instructions: C.0� �d Date wanted: pp 7— q� q 0 (��a rr p.m. Requester: Ca re ot Phone No.: 1 4 31 -5,59 a-i4e Approved per applicable codes. Inspector: INSPECTION RECOR -s Retain a copy with pert INSPECTION NO, CITY OF. TUKWILA BUILDING DIVISION 6300'Southcenter Blvd:, #100, Tukwila, WA 98188 D97- 002 Z T NO. (206) 4 z Corrections r prior o approval. COMMENTS: Date: 7 r� $42.00. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r eceipt No.: Date: INSPECTION NO. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 :Pro A� I : 54 Pi s Special instructions:• Date called: 7 _ �Cit Date wanted: a.m. p.m. Requester: Phone No.: Inspector: ,rs ]Rkaii.'C,t9Pn Approved per applicable codes. INSPECTION.: RECOR Retain a copy . with perffid PERMIT NO. D1 oz2. (20 6 431 -3670 Type of inspection: W ov ( j Corrections required prior to approval. COMMENTS: Date: 7 ig [],542.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. [Receipt No.: Date: Proje 1� it-4.) a t f Ty sp on: it ic.e A tru : / 6 Ad es s: ` Lo Date call d : 1© gin eclat instructions: P /eQ e: W 0 1 -bQ • r:e:::y vu. - - . 9 0 - "el: : Date wanted: a. 7rD9 /?'f c : Roque er: re q9 r one l.f?., 9/6 Approved per applicable codes. I Receipt No.: INSPECTION RECOR Retain a copy with per INSPECT (ON NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: • PERMIT NO. (206) 431 =3670 Corrections required prior to approval. Inspector: [] $42.00 REINSPECTI •" FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • Pt:- . . osc o (ortZ2.'e r emu ;, Type of�'gspecti ) YW 1V o,2 C ;ua Address :: /9 Sy S '. :- Date called: 63.8 Special instructio s:. LC:T" 20. Date wanted: Requester: CArlsla Phone N (iv . c1S9 • Lit ••Y� a • PERMIT NO. INSPECTION RECO Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 iligApproved per applicable codes. COMMENTS: Receipt No.: I (206) 431 -3670 Corrections required prior to approval. $42.0 SP _ E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECOR WI Retain a copy with per INSPECTION NO.' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter .Blvd., #100, Tukwila, WA 98188 Project: Type of inspection: ST f x r) i , ' - / , vtc i WO(' rDrqeb f ris7` Address: Date called: Special instructions: Date wanted: ,,// 1 m (o' /' X15 p.m. OQ 2b Requester: G�fC� Phone No.: COMMENTS: PERMIT NO. (206) 431 -3670 nfrApproved per applicable codes. 1 1 Corrections required prior to approval. Inspector; I Receipt No.: Date: t $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection, Date: • INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �1 r ' j�,/ t.�•.J -0... A S ; p: PERMIT NO. (206) 431 -3670 Project: - Type of inspeEion: d� Address 2 Date called: Special ins ructions: Date wanted: �� Requester: � / Phone No.: Approved per applicable codes. 7 Corrections required prior to approval. Receipt No.: Date: E $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: se,.. :. .... u•� 15iL�L ".. , . eui... 1!»• :..,r.1`6a:.s t:+rs.Ih Ivvic..t ,. d_ qv...,. e..., L. ..;r .. . . _ Project.- �>J Type of inspectio ( a Address: . /�{Zs �' sv I1 • Date called: 5/24 Special instructions: Date wanted: 512.151 " a.m. p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd., #100; Tukwila, WA 98188 'COMMENTS: Approved per applicable codes. INSPECTION RECOR Retain a . copy with per PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: • INSPECTION RECOR Retain a copy with per INSPECTION NO. _ CITY: OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Project:. Type of inspectio�� Address: Date called: . Special instructions: Date wanted: ,G, a:m. � f�8 p.m. Requester: Phone No.: PERMIT NO. (206) 431-3670 Approved per applicable codes. 1 I Corrections required prior to approval. Inspector: I Receipt No.: Date: Zt � $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Date: ?J, AV 04 t! INSPECTION RECOR Retain a copy with periWere INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter .Blvd., #100, Tukwil a, WA 98188 Project: ( Address: 1425,? y2;s�' _54 pt Special instructions: Type of inspection: ! tllt.- Su %-.4.71-4 I) Date called: Date wanted: . / Requester: a.m. P.m. Phone No.: ['''Approved per applicable codes: I Receipt No.: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: [' $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. • INSPECTION NO. CITY: OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.;- #100, Tukwila, WA 981 Pro'ec 7'I II 1 y0 Address: it/PS"8 - S l / pc_ S Special instructions: Type of inspection: M)31 >LA7in U 4-t cs Date called: Date wanted • $ "z1 '9g p.m.. Requester Phone No.: / • COMMENTS: :Approved per applicable codes. Inspector: I Receipt No.: INSPECTION :RECOR Retain a copy with per (206) 431-3670 .• Corrections required prior to approval. G � Date: ) I L r ' 1 REINSPECTION FEE REQUIRED. Prior to inspect on fee $42.00 REIN p e must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ifs %r.•'+` INSPECTION RECOR: Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Address: S s4 Pl. S. . Special instructions: Date called: Date wanted: • Requester: Phone No.: COMMENTS: PERMIT NO. (206) 431 -3670 Approved per applicable codes. 1 Corrections required prior to approval. Inspector: Date: , (ei f $42.00 REINSPECTION FEE REQUIRED. Prior to inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: AW Date: Lee" ( 5 - te(150 - 4 Proje Type of inspectio r Addre Li. 02 0.-& 5-4, Ri 3 Date called: / Speci I instructions: ' Date wanted: P.m. Requester. Phone No. 3/ 5-7 i nn - :LI 1 „,"' INSPECTION RECOFf Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i; • RMIT NO. (206) 431-3670 1 Approved per applicable codes. 1, Corrections required prior.td'approval. COMMENTS: 1 A-oo 6zp, Sw7hLec 0,-zweA-Tv SLSi4€S. 54 6t..u.k..$4A RA ,D.Ei‘r (-6c,44 4•Aerivear v4.44A- c gro,v;n4- - Proo PL49* trifsS00 T0 AN4d442- Date: 4 ri $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Inspector: [Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Project:. Address:. / 49_ Special instructions: Date called: Date wanted: a.m. p.m. Requester: Phone No.: ' (0j Approved per applicable codes: Corrections required prior to approval,. COMMENTS: PERMIT NO. (206) 431 -3670 I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. [Receipt No,: Date: COMMENTS: T spection: St� of e �v in atiK a approac k Date called: 6 _ 1 1 i— `fi g Address: 14258 sg B i. it, J,....a fN L 4 l 91C M .,. ' c A 9 da V c t • ,. s•n.: .L--. C Y$ U W-1 W v p1 5 to (r-QiVv- 5 vim: Cci S - 119- r &L& • wC , c th^...Jl-r., LI ( ?/d, b STA_su5 i L ,k,,KA 5( 6 U. e ,...e OR >- TD Q (014. (5 * /. ;� ter.:. ', J (aw-2,1-- (tip 11! 'r " Project: Lee - {'en$OY T spection: St� of e �v in atiK a approac k Date called: 6 _ 1 1 i— `fi g Address: 14258 sg Special instructions: Date wanted: ` _ " t c a. . Requester &re ' . Phone No.: gill 2 .11 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,: Tukwila, WA 98188 1 1 Approved per applicable codes. [Inspector: f Receipt No.: INSPECTION RECORD Retain a copy with p ;it Date: D 0022 MIT NO. (206) -3 76 0 Corrections required prior to approval. bv. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: TA _ tg'/'C• .;.V. •: 4.t. , r .+. . , - . r � `�< OMMENTS: INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 7 -ooze MIT NO. Project: i Qe S-fQ�,tSOh Type ofinspection�u�k Address: 4h Date called: 5 1 2 58 Sy PI. 3 -� qg Special instructions: Date wanted: 5_ p �' "1 0 p.m. Requester: Lee Sf e nso n Phone No.: o{' ce 31— 515 q cell 97 Date: (20t3f 431 -3670 Approved per applicable codes. 1 1 Corrections required prior to approval. F Inspector: $42.00 REINSPECTION FEE REQUIRED. Prior to inpectfon, fee must be paid at 6300 Southcenteri Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project: rr7-6.1.5c::4-) Type of inspection: Address: Date called: .., , Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: INSPECTION RECO, ,P4 Retain a copy with pa,jit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I Corrections required prior to approval. COMMENTS: 11)77 -00 .--RERMIT NO. Inspector: Recefpt No.: Date: $42,00 REINSPECTION FEE REQUIRED. Prior, to inspect*, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule leinspection. I PArtAiht No.: 1 Date: COMMENTS: . oru Mz.- p(4 1 1 -6 C' c w -t.L.- A 1• 3 A- S 'S Addres� Z p l , -" 0 A: -1e. 7 I' Ot v G m.. .`-- W,.4.t.l — SA S , iosi LL.. 3 G KA.c, cf,Li' -- if -AL.. Sriti,.Pe ` �"' _ AAA R&- /W /Wye 'f ,Db u. 6lC 404 Requester ...---) r ilt3ov" c GE of.N Ian - cw.p .- 5 "JO P )ft-- - N A-% L.,. sr 0l 4G al -- of . c0 xtRk.. (--- -S o utT$- 1n1A.t.d... . Project: 14.551/ T r rM ti t/v r Vc. i Addres� Z p l , -" � 121 Date called: —20 — 9S , Special instructions: ' ,L� �"' _ AAA Date wanted: , a.m. / g . p Requester ...---) r Poe •• v ca r— STSel erAly e e4 j INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: Approved per applicable codes. 'Receipt No.: INSPECTION RECORFN Retain a copy with pe Date: I-'9 '7 -QOM / 1 Corrections required prior to a proval. Date: 3 it . Aei' a. klor., a.A! `iftii4:§ 'ike.itts A61.L'SVle7r.1 l PERMIT NO. (206) 431 -3670 fe $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspoction. • Project: Type of in ctidr�Y� Address: � 15g ` � G Date calff(ed: Special instructions: �� Ca// /l ,',,547 CF; /1 ,17 z�l /a Date wanted: 3 /Z L? a.m. . Requester: Ph No.: z--`� - S " /5 . NUM Approved per applicable codes. COMMENTS Inspector: ( Receipt No.: INSPECTION RECO Retain a copy with pe 11 • INSPECTION NO. • CITY OF • TUKWILA BUILDING DIVISION • .6300. Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. ,4LL: P/( /ruu S $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mat .,be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Date: .47` y'`LiF • . Project: Type of inspection: S ide S Sewer Address: i 4 2 5s 54 HI pi s Date called: „ J.. 3 _ 9g 11:3O Special instructions: • Date wanted: . 1-1-b-61g pl. (Requestgr: 1 Lee 15 (3 rue) 1 -enOM/ Sani4.64ion. t Phone No.: Service. /2O1,) 24 OMMENTS: INSPECTION NO. CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 Approved per applicable codes. I Corrections required prior to approval. AlmasissztegiteMIXIMILIM. D97-0022 MIT NO. 431-3670 ■..1 (.IV( totio4 4.A.Altegi c (Lta /ILI it-Oct (A t tivvw," Ltoe, t Date: 2 $42.00 REINSPECTION FEE REQUIRED. Prior to in pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Inspector: Receipt No.: Date: Project: �.3 /E7��Q� Type of irtspecilon: ..S.- , natrt- �}r1oi. Address:, ,$y PL . S Date called: Special instructions: Date wanted: Z //7/1 Jan. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA.BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 ERApproved per applicable codes. COMMENTS: INSPECTION RECD Retain a copy with pe ..D q 7- © PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: 2! $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 1 . COMMENTS: y ?„0 , g 1,' rA(( 4 t, 19v C 1 96 - 4..r-, & r-, Lc -- . J .gieJA6` ' ( 6A d(C , TE.E toNw10\011, S.A13 criA.4,- 01 4ii ) ___Q W.Q.4-V` S Date wanted: a.m. i. -20- 9 Tr p. Requester: 6 reir F. Lee- Sie..,,sora Phone No.: 79 -A9S7 or S!? -alit el ri . 9AA.,.L,:: � CO N -oi : c-4'. i.. � IM. 6). r CoA-4-4.1 Pd LA—t , cok.4-4,k 1 S ti Project: S FGNSG.J` T pe of inspetion: t i"Ir Ur-r.4:-.1 ■ iJoias Address t -Y ..S/ P 1 5 Date called: 1 - 30.58' Special instructions: Date wanted: a.m. i. -20- 9 Tr p. Requester: 6 reir F. Lee- Sie..,,sora Phone No.: 79 -A9S7 or S!? -alit , .r, <.r,'8.rti!`- :'Y'F' r�i�a �i; rata+: f fhJ %;:'iY(,'. �!+lrf`! Approved per applicable codes. [Inspector: Receipt No.: INSPECTION RECOR Retain a copy with per INSPE(:TEON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D q7 -ooze MIT NO. (2 431 -3670 Corrections required prior to approval. d . 1 Date: i ( Li l p; $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reinspection. Date: x. ..: i., '7 ?41. :•.:!A! '- Fk'_TY7�'.�i+�"n`�.Gc :. rf!"$'ii! ->: 4 '�`�'w'n.:;ii3• rri i':.� 1 ::v. % %: •t:Lea:l ;Nrt:; �� {EF: ° sir: INSPECTION: RECO Retain a copy with pe INSPET ICON NO CITY: OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. 1 1 Corrections required Type of ins Date called: Date wanted: Requester Phone No.: PERMIT NO. prior to approval. Inspector: Li 542.00 RE ' SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: Date: 1'2t c Project: --f Type of inspection: t , Address: i y �5 y 5 L v� j9 � S Date, c alled;. ., . , ,‘ ; I-7-9g a.m p.m. Special instructions: Date wanted: '' 8- . 6 Requester: Phone No.: _ O 13)SI.S r t7 INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION :6300 Southcenter Blvd.,: #100, Tukwila, WA 98188 Approved per applicable' codes. Corrections required prior to approval. COMMENTS: Inspector: Receipt No.: INSPECTION. RECO Retain a copy with pe t 0.4 d 5t 7‘1" U$ L ePO5;i9 T I PM 0 You - z R1Ns9 1i - g 8 = 3o .a4 j07 , r45 r j ♦ i Date; PERMIT NO. (206) 431 -3670 4 54 2.00 REINSPECTION FEE REQUIRED. Prior to•inspection, fee must e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Date: INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter`Blvd., #100, Tukwila, WA 98188 Project: Type of inspecti - d N rJD J (Ni, Address: Date called. 14 ZS4 Sy Pi-- s • It Z Special instructions: Date wanted: '�i n1 Requester: y Phone No.: C 1 p � v 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: PERMIT NO. (206) 431 -3670 I nspector: Date: I t El S42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: .,. , w Wl, 41411A4 Projec5,. j1 (ims,he /- Type Type o nspect4 .0 0 j ki-il ODOVI Addr 59 as i..0 t. 1 Date calyaZ ii 7 Special instructions: Date wanted: 1 ) 0 v ... 7 p.m. Requester: f) got\ Phone No.: 7'.1 -5535 -41-Ari;i77. ' ,: INSPECTION RECO Retain a copy with pe INSPECTION NO. :CITY OF TUKWILA BUILDING DIVISION 6300 Sauthcenter Blvd., #100, Tukwila, WA 98188 • (206) 431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: av—erol Inspector:( Receipt No,: Date: n Date: Li $42.00 REINSPECTION FEE REQUIRED, Prior to inspecti n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. trIAJLIiin .41. a-, a Proje t: „._,..4.� I .,l :„.-_ `1 � 11; uc.,uo✓l Type of inspection: ��Y�t 4-(1A • Address t I1. , X L --” ( I S D a te called: 11 13 7 Date wanted: l � (.,--.7 i 11- 7 o .. 0 p.m Special instructions: Requester: Phone No.: - Lj (), - 5 Inspector: Receipt No.: VACWAINge=1 INSPECTION RECO Retain a copy with pe . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ' Yif3b{ F. 1GS 'vsR,r�i:a.,hrn_. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project:: _ f Type of inspecti n: Address: Date called: 1 Sit 7L S I- l -9�? Special instructions: Date wanted: v a.m 0 /' / 0 pp. : M Requester: c1 - 'J � Phone No.: ? COMMENTS: Corrections required prior to approval. FlLOZ,'7•/ SLu. tl p/ r ;Ac pt,ACan PERMIT NO. (206) 431 -3670 Receipt No.: Inspector :' . i 3 Date: [] S42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee Tust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date; Project: _-- . Type of inspection: ,- Ad ress: 1 /Q5 1 / ,Sy P1 s Date called: GA - 39 - 97 Date wanted: . G, I -. _ 17 a.m. Special instructions: �s p.m. 0`nc- "� ?1., A ,... ". qcpt Requester: 1) ? Phone No.: •I -5`5 -35 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: No.: INSPECTION RECD Retain a copy with pe /-2 f ;mac Date: bq 7- 06U PERMIT NO. (206) 431 -3670 . / , / 1L14 11111/ w $42.0 ' INSPECTION fE REQUIRED. Prior to inspection, fee must e paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: -. sun4. ls,;: a..,• .F-84i�'.�,�`.ss.�!.7;sarey...d �i. �h_., urf'+ �. 1.. �7,.+ � .w:ro,_,k.�:._o....,..iw.s.��{.r 9709170643 F. LEE STENSON CONSTRUCTION, INC. 144 S. W. 153RD SUITE C Burien, WASHINGTON 98166 INGRESS EGRESS AND UTILITY EASEMENT WHEREAS, the declarant herein,F. LEE STENSON CONSTRUCTION, INC.owner in fee simple of the following described real property, situate in the County of King, State of Washington: Lot 20, Block 2, A. G.Berg Addition Tukwila, according to the Plat thereof recorded in Volume 17 of Plats, page 14, in King County, Washington PARCEL N0.076100- 0200 -07 and Lot 19, Block 2, A.G. Berg Addition to Tukwila to the plat thereof recorded in Volume 17 of Plats, page 14, in King County, Washington PARCEL N0.076100- 0195 -04 THE declarant, F. LEE STENSON CONSTRUCTION, INC. for its self, its heirs and or assigns, do hereby declare the existence of a 10 foot easement for ingress, egress and utilities, over, under and across the following described portion of the said above described: Over the West 10 feet of Lot 20, Block 2 A. G. Berg Addition to Tukwila Vol. 17 Pg. 14 and Over the West 10 feet of Lot 19, Block 2, A. G. Berg Addition to Tukwila, Vol. 17, Pg. 14 b97-0024), 002,Z cr,wy OF ORIGINAL FILED S E P 17 1997 King County To provide access to the following described lots: Lot 1 Block 2, of A.G. Berg Addition to Tukwila, according to the plat thereof recorded in Volume 17 of Plats,Page 14, records of King on {Parcel No. 076100 -0105} and Lot 2, Block 2, of A.G. Berg Addit35n ' L kwil`d,according to the plat thereof recorded in Volume 17 of Plats,Page 14, records of King County, Washington {Parcel No. 076100 -0105} all situate in the southwest 1/4 of Section 14,T23N,R4W,W.M. NOW, therefor, said owner, F. LEE STENSON CONSTRUCTION, INC. agrees that the easement afore mentioned, is for access to the above captioned lots and for the benefit of the present and future owners of the above said parcels and that F. LEE STENSON CONSTRUCTION, INC. agrees to install the access for Lots 19 and 20 with drainage and paving; and to grade the West surface to Lots 1 and 2, at a 2 to 1 slope, for future access to Lots 1 and 2, at his sole expense. I.n the event this easement is used for lots 1 and 2, the owners of said lots shall bear the cost of their construction. Future maintenance shall be divided among the users of the access. TH covenants herein contained shall run with ;the ;lan and are binding upon all the parties hereto, their heir, successors and assigns. ee enson MARY. E. HEINE STATE OF WASHINGTON NOTARY-- PUBLIC MY COMMISSION EXPIRES 3 -26-01 IN. WITNESS WHEREOF, the said declarant has executed instrumen date • the /9 of. September ,199 t SEAL on this 17th day of .September, 1997, personally appeared before me F. Lee Stenson, to me known to be the President of the Corporation that executed the . within instrument, and acknowledged the said instru- mentto be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned and each on oath stated that he is authorized to execute said instrument and that the seal affixed is the Corporate seal of said. Corporation. Notary Pu in and for the State of dashington, residing at 3232 So. 256th,Kent, Wash.98032 My appointment expires 3/28/01 9709170642 THIS AGREEMENT, made this,!/ e/ of July, 1997, by and between F. LEE BTENSON CONSTRUCTION, INC., a Washington Corporation, hereinafter termed "Grantee ": and ANNA M. CARLSON, hereinafter termed "Grantor "; Grantor, for valuable consideration, does by these presents grant. unto the Grantee a perpetual 2.5 feet, through, over and across the north line of the following described property: Lot 1, Block 2, A.G. Berg Addition to Tukwila, according to the plat thereof recorded in Volume 17 of Plats, Page 14, records of King County, Washington (Parcel No. 076100 - 01054; and A 2.5 foot storm water easement through, over and across the south line of the following described property: Lot 2, Block 2, of A.G. Berg Addition to Tukwila, according to the plat thereof recorded in Volume 17 of Plats, Page 14, records of King County, Washington (Parcel No. 076100 -0105} all situate in the southwest 1/4 of Section 14, T 23 N, R4W, W.M. The purpose of the Easement shall be for storm water drainage and or run off, for the benefit of the Grantee and owner of the follow- ing described property: Lot 19, Block 2,A. G. Berg Addition to Tukwila, according to the Plat thereof recorded in Volume 17 of Plats, Page 14, records of. King County, Washington {Parcel No. 076100 -0195} and Lot 20, Block 2, A.G. Berg Addition to Tukwila, according to the Plat thereof recorded in Volume 17 of Plats, Page 14, records of King County, Washington {Parcel No. 076100 -0200) The Grantor shall retain the right to use the surface of said easement, so long as said uses does not interfere with the drainage and or run off of storm water. This easement shall be a covenant running with the land and shall be binding on the successors, heirs and assigns of both parties hereto. 97-0022 ova 0 4 1 LEE STENSON CONSTRUCTION INC COUNTY OF KING I certify that I know or have satisfacrory evidence that Anna M. Carlson is the person who appreared before me, and said person acknowledged that . -Ate. t C'. signed this instrument and ackowledged it to be (I '1� free and voluntary act for the uses and purposes mentioned in the instrument. WITNESS, my hand and offical seal hereunto: affixed the day and uyear first above written. DATED: x� 51 I / ' AmA__L NOTARY P !� I ' n and for the State Washington, i residing at rU�L, ti.�.�Cc , LOA My appointment e'xpired 6 - ' GCS DAY OF JULY 1997 WI 1- oo ze, oozz THIS AGREEMENT, made this 17th of September,1997, by and between the CITY OF.TUKWXLA, a municipal corporation of King County Washington,. hereinafter termed "Grantee ": and F.LEE•STENSON CONSTRUCTION; INC., a Washington corporation, hereinafter termed "Grantor"; Grantor, for valuable consideration, does by these presents grant unto the Grantee a perpetual right -of -way easement through, over and across the property described as follows: Lot 19, Block 2,,.A.G. Berg Addition to Tukwila, according to the plat thereof recorded in Volume 17 of Plats, Page 14, records of icing County,. Washington {Parcel No. 076100 - 0195 -04 1; and Lot 20, Block 2, of A.G. Berg Addition to Tukwila,.according to the plat thereof recorded in Volume 17 of Plats, Page 14, records of King County, Washington {Parcel No. 076100 - 0200 - 7} all situate in the southwest 1/4 of Section 14, T 23 N, R4W, W.M. A ten foot.strip.of land more particularly described as follows: The westerly 10 feet of lots 19 and 20, in Block 2,A.G. Berg Addition to Tukwila,according to the plat thereof recorded in Volume 17 of Plats, Page 14,records of King County, Washington {Parcel No. 076100 -01051 The purpose of the Easement shall be foriiiffiggatiNCOMMINOMM Grantee shall have the right, without prior institution of any suit or proceeding at law, at times may be necessary, to enter upon said property,for the purpose of constructing, repairing, altering,monitoring, maintaining, replacing or reconstructing public public facilities deemed fit or necessary by the City of Tukwila for the purpose of making any connections therefor; provided that such constructiong ,repairing,altering, monitoring, maintaining, replacing or reconstructing of said public facilities shall be accomplished in such a manner that the private improvements existing in this right -of -way shall not be disturbed or destroyed,or in the event they are disturbed or destroyed,they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. The Grantor shall retain the right to use the surface of said easement, so long as no permanent buidlings,structures or improvements are placed on said easement. This easement shall be a covenant running with the land and shall be binding all. the successors, heirs and assigns of both parties hereto. RANTEEi. • RANTOR: CITY :OF TUKWILA F. LEE STENSON CONSTRUCTION, INC. DATED THIS 17 DA SEPTEMBER,: 1997 BY � /�• STATE. OF WASHINGTON ): s s : . COUNTY OF KING I certify that .I know or have satisfaction evidence. that F. LEE STENSON is the person who appeared before me and said person acknowledged that HE signed this instrument on oath stated that that he was authorized to execute the instrument and acknowledged it as the President of F. LEE STENSON CONSTRUCTION, INC.to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. WITNESS, my hand and official seal hereunto affixed the day and year first above written. DATED: 9' r7' 9 MARY E. • EI STATE OF WASHINGTON NO IARY PUBLIC lel COYYISSIOH EXPIRES 3 -21 -01 NOTARY PUL,IC in and for the State of ashington, esiding at3a3aSd a..sz�Y.,� >� y appointment expires 3 -a8 -oi Consulting Structural Engineers 29413 55th Ave. S. Auburn, WA 98001 (206) 946-8810 A, Structural Calculations for P. Lee Stenson Construction Lot 19 AG Berg Addition City of Tukwila CITY OF MOO APPROVED OCT 5 1997 May 8, 1997 a.; BUILDING DIVISION Building Official: Please do not accept these calcs. without an original wet stamp and the correct site address. RECEIVED CITY OF TUKWILA PERMIT CENTER m7socta2. C.. onsulting Structural Engineers 29413 55th Ave. S. Auburn, WA 98001 (206) 946-8810 1 .„. '1 • ■ Consulting Structural Engineer's 29413 55th AVe. S. Auburn, WA 98001 (206) 946-8810 Scope of Work • • . MDT Engineering MDT Engineering was asked to provide structural calculations for the proposed structure. The following items are included: 1. Lateral Analysis We have provided the designer with a revised set of plans to be incorporated into the permit set and 2 copies of the structural calculations for his use in obtaining a building permit for the referenced site. The scope of this agreement covers the design phase only. If site inspections are required by the Building Department, these will be performed at an additional hourly fee of $65.00 per hour. Also, revisions to the original design will be billed at the hourly rate of $65.00 per hour. To reuse these calculations for another site, please contact MDT Engineering for review and approval. A new cover sheet is required with the new site address and an original wet stamp. Questions about the attached information should be addressed to MDT Engineering. f• " • Michelle D. Thompson, P.E. MDT Engineering STRUCTURAL NOTES ,,� �,, :, rN CODES AND SPECIFICATIONS 1. Uniform Building Code - 1994 Edition 2. ACI 318 -83 Building Code Requirements for Reinforced Concrete 3. HILTI Fastening Technical Guide 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog - 1995 DESIGN CRITERIA 1. Wind Load - per Uniform Building Code Exposure B, Method 2, Basic Wind Speed = 80 MPH 2. Seismic - per Uniform Building Code Zone 3, I = 1.0 3. Roof Load - DL = 15 PSF LL = 25 PSF 4. Floor Load - DL = 10 PSF LL = 40 PSF 5. Deck Load - DL = 10 PSF LL = 40 PSF 6. Soils - Assumed 2000 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Concrete - 2500 PSI @ 28 days - Grade 40 reinforcement - minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. Mortar - Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan: Glulam beams 24F -V4 Fb =2400 psi 1 3/4" Micro =lams E =1800 ksi Fb =2600 psi 2 11/16" Parallams E =2100 ksi Fb =3100 psi 3 1/2, 5 1/4 & 7" Parallams E =2000 ksi Fb =2900 psi 2. When top plate is interrupted by header, header shall have strap connectors to the top plate each end. Use 2 - Simpson MSTA24 connectors, UNO. 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule. All exterior walls shall be considered shear walls. Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8d common @ 6" oc, UNO. 8d common nails shall be 0.131" 0 x 2 1/4" minimum. 4. Floor and roof diaphragm nailing shall be 8d common @ 6 "oc at all supported panel edges and 8d @ 12 "oc at intermediate supports. SOIL CONSTRUCTION NOTES 1. All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure = 2000 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verify all dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field changes to have the prior approval of Engineer. MARK SHEATHING FASTENER SPACING @ ALL EDGES BOTTOM PLATE - NAILING OR ANCHOR BOLTS FRAMING ANCHORS (NOTES: 7 & 8) ALLOWABLE SHEAR NOTES 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d @ 6" oc OR 15 GA. @ 5" oc _ 16d © 8 "oc OR 1/2" 0 A.B. © 6' -0 "oc A34 @ 2' -4 "oc 130 PLF 5, 2 D 7/16" MIN APA`RATED SHEATHING OR APA RATED SIDING 303 8d © 6" oc OR 15 GA. © 5" oc 16d @ 6 "oc or 1/2" 0 AB @ 3' -4 "oc or 5/8" 0 AB © 5' -0 "oc A34 ©16"oc or A35 © 18 "oc 230 PLF 5, 2 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d @ 4" oc OR 15 GA. @ 3" oc 2 -16d @ 8 "oc or 1/2" 0 AB @ 2' -2 "oc or 5/8" 0 AB © 3' -4 "oc A34 @ 10 "oc or A35 © 12 "oc 353 PLF 2 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d © 3" oc OR — 15 GA. © 2 1/2" oc 2 -16d @ 6 "oc or 1/2" 0 AB•@ 1' -9 "oc or 5/8" 0 AB © 2' -8 "oc A34 @ 8 "oc or - A35 @ 10 "oc 451 PLF • 4, 2 4D 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 10d © 3" oc OR 15 GA. @ 2" oc 2 -16d @ 5 "oc or 1/2" 0 AB @ 1' -4 "oc or 5/8" 0 AB @ 2' -2 "oc A34 @ 8 "oc or A35 @ 8 "oc 545 PLF 2, 9 1/2" GWB BOTH SIDES 5d COOLER OR GWB @ 4" oc or#6 x 1 1/2" SCREWS © 6" oc 2 -16d @ 6 "oc or 1 /2" 0 AB @ 3' -0 "oc or 5/8" 93 AB @ 4' -10 "oc A34 @ 14 "oc or A35 @ 18 "oc 250 PLF 3 6 > 1/2" GWB ON INSIDE FACE ONLY 5d COOLER OR GWB 4" oc or#6 x 1 1/2" SCREWS @ 6 ".oc 16d © 8 "oc - or 1/2" 93 AB @ 6' -0 "oc A34 © 2' -4 "oc 125 PLF 3 7/16" MIN APA RATED SHEATHING BOTH V SIDES 8d @ 3" oc OR 15 GA. © 2 1/2" oc 2 -16d @ 3 "oc or 5/8" 0 AB @ 1' -4 "oc A35 @ 6 "oc 902 PLF 6, 2 1/2" GWB BOTH SIDES 5d COOLER OR GWB © 4" oc or#6 x 1 1/2" SCREWS @ 6" oc 2 -16d © 8 "oc or 1/2 " 0 AB @ 2 -6 " oc or 5/8" 0 AB @ 4' -0 "oc A34 @ 12 "oc or A35 @ 14 "oc 300 PLF 3 S LARWALL SCHEDULE NOTES: 1. ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 8D COMMON = 0.131" 0 X 2 1/4" MIN. 10D COMMON = 0.148" 0 X 2 1/2" MIN. 16D COMMON = 0.167" 0 X 3 1/2" MIN. 5D COOLER = 0.086" 0 X 1 5/8" MIN. 5D GWB = 0.092 "0X1 3/4" MIN. 15 GA. STAPLE= 0.072" 0 X 1 1/2" MIN. 2. ALL APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 "OC OR STAPLES AT 10 "00 ALONG INTERMEDIATE FRAMING MEMBERS. 3. ALL GWB SHEATHING ON DESIGNATED SHEARWALLS SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND F • TENED P THE SCHEDULE ABOVE AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. AT SHEARWALL TYPE • ND Lii. ,THE BLOCKING AT THE HORIZONTAL PANEL EDGES AT THE INTERIOR PORTION OF THE SHEAR ALL IS N•' REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM PLATES IS STILL REQUIRED. 4. WHEN SHEARWALL IS LESS THAN 28" IN LENGTH, REFER TO LATERAL RESTRAINT PANEL DETAIL S /5. 5. PROVIDE 7/16" MIN. APA RATED SHEATHING (PLYWOOD OR 0 ) OR APA RATED SIDING 303 OR INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER 1 U.N.O. 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL A NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 -INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. FRAMING ANCHORS ARE NOT REQUIRED AT EXTERIOR SHEAR WALLS AT ROOF. 8. AT INTERIOR SHEARWALLS AT ROOF, REFER TO DTL. 0 ND FOR CONSTRUCTION DETAILS. 9. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" N• • AL O' ' ' IDER AND NAILS - SHALL BE STAGGERED WHERE 10d NAILS ARE SPACED 3" OR LESS ON CENTER. 1 BOTTOM PL NAILING PER SW SCHEDULE 2 -2x' STUDS SIMPSON HOLDDOWN. FILL ALL NAILHOLES W/ Irod NAILS. EDGE NAILING a BOT. PL 4 SILL PL. FOOTING DIMENSIONS OTHER FDN. SECTIONS f1 • • +'I ANCHOR BOLTS PER SHEAR WALL SCHEDULE. FACE OF .. CONCRETE 0 CORNER I/2"- MIN. • • •• 1 ' • • • . • • , • . .. - TYPICAL S1-4EARWALL DETAIL FOUNDATION WALL COPYRIGHT 1995 MDT Engineering 5 4 2 1 SIIIFT NO. MDT Engineering Consulting Structural Engineers 20411 65411 Ave. S. Auburn, WA 00001 f,1I(IIELI E 1). TIIOMPSON, P.R. (200) 040 -8811) Registered Professional Engineer JDII NO. (DATE D vcUcvM CIIECIiED M .D.T. SCALE I " = 1 ' DRAWN UH ATION 1V D 5 3 •• • '• • is 2 [ USE .. TOP PL NAIL INC: ----------- F'ER SW SCHEDULE SHEET NO. EDGE NAIL INC PEI SW SCHEDULE. • 6HE ATI-IING PER PLAN 4 SW SCI-IEDULE. r(FICAL .INTEIRIOR 51-1E4RWALL DETAIL W/ NO SHEARWALL Af5OVE MDT Engineering Consulting Structural .Engineers 20413 551h Ave. S. Auburn, WA 95001 MICHELLE IL THOMPSON, P.E. (206) 046-6010 Registered Professional Engineer SIMPSON FRAMING ANCHOR PER SW SCHEDULE. COPYRIGHT 1995 MDT Engineering JOH NO. DA rE cliyakEn M.D.T. SCALE PRAWN LOCATION DocUcoM • E3OTTOM PL NAILING PER SW SCHEDULE SHEATHING PER PLAN 4 5W SCHEDULE. 2x STUDS -----. EDGE NAILING BOT. PL, RIM JOIST 4 TOP PL. SIMPSON STRAP PER PLAN. CENTER ON RIM JOIST. AT INTERIOR WALL SLOT PLYWOOD. GWE3 PER PLAN SIMPSON FRAMING ANCHOR PER SW SCHEDULE. TYPICAL St-4EARWALL DETAIL W/ WALL ELOW COPYRIGHT 1995 MPT EnelneerIng 5 4 3 2 VERT NO. • , DETAIL a • ' . . MDT Engineering Consulting Structural Engineers ,go.ria 6011i Ave. 8. Auburn, WA 0000 I AllefiELLE I). THOMPSON, P.E. (200) 040-1)810 Registered Professional Engineer D JOH NO. DATE DRAWN PocUcoll SIMPSON STRAP —� PER PLAN. SLOT PLYWOOD d BEND STRAP 6 JST OR BLKG. DETAII, fAlE MEMO M.D.T. SCAI.E t " =1' I/N AIION 2 EDGE NAILING PER SkEARWALL SCINED. MDT Engineering MICIIFI,LI 1). THOMI'SON, P.F. Registered f'rafesslunal Engineer • 1 u 7 Ell 0- 1 TYPICAL SNEARUJALL DETAIL IUNERE WALL DOSS NOT OCCUR BLOW Consulting Slructurni Engineers 20119 05L11 Ave.. S. Auburn, IVA 01101)1 (2011) 010 -11010 SHEATHING PER PLAN • SNEARWALL SCHEDULE. IF JOISTS ARE PERPENDICULAR TO SNEARUJALL, PROVIDE 2 -2x BLOCKING BTWN JOISTS FOR FULL L E NG 'N-I OF SW. IF JOISTS ARE PARA LI.6L, TO S{- IEARWALL, PROVIDE DBl_ JOIST UNDER SW. PRINN DOCUCVI CCPI' RIGI -IT 1995 MDT Engineering 7 • 1 • r3ZAm106 mc/egoiab Po2 ll-gACI(/4-c 6af-k617.tx 0 171/k/ A-/JP NM 'CI 6' Pe 4.A1J f \I topr/o/v A • 1917DAA re. A.16 Fr., v 1 14X OP/70/U E - rYP/ 4 *- /4./16/zioe 1./V-tE14/44 P-6774 / kote-6 14-MA V2 PAI2AV.8X. 1 rg/km///4 A- IV A-1 (.1 4.1 pee. RAO 6k/ V=Z1CW Rw Wind Loads: Basic Wind Speed = 80 MPH Exposure "B" Ce = 0.62 Ce = 0.76 Cq = 1.3 Qs = 16.4 PSF 1=1.0 0 - 15' WL = 0.62 x 1.3 x 16.4 x 1.0 = 13.2 PSF 15 - 30' WL = 0.76 x 1.3 x 16.4 x 1.0 =16.2 PSF Vw101 L4)-freep.s&D4-1.2(4) 4/01 Seismic Loads: Seismic Zone 3 Z = 0.30 I= 1.0 C=2.75 Rw = 6 V= 0.30 x 1.0 x2.75 W= 0.1375W 6 NALL `2 ape) U 1& 4,50,cb 14Aao i2.(e)‘A /Leo auftho 4;6 Md• Hodicv- (4)0c) gc) IbDt. (117s") Consulting Structural Engineers 29413 55th Ave. S. Auburn, WA 98001 (206) 946-8810 \/...; '021 INF V v\J AA) leN1 0,91( - UPPW. riger r‘Lzf)e_ SW # TRIG. AREA ` TOTAL SHEAR LENGTH OF WALL SHEAR PER FOOT SW TYPE Z : . ;I / 41 (4+ t � ( /!,,) Keo- 4. Cv-1 -14,5 = ■2. s ' 60 pLr IA )5 ( (9, 5) ( /60 / x,4 -4 +1'24 a, 5 pc, IA 5 q,5(0)0(o, I'£ # x, + JO = ' Oct P&P IAA a C V) '2 ► � - 0 /o +p), - /e ' I `Uo Pa' eo Q 7.- (0(Ico, I I 4 x ,01 + -7, +I ;y17, II. qi IA l /('. �4- I6P.:o VJ 7C17* �-,- +61,4, + =1 o Sly I _a_ 1(q)( /0, + / '5 o �0/7 ,- )- 1- S +,(1/ 1I, '2►, , ' I 1f''P I q, 6-1)(/e4-1 t 2 . 1 - 7 o # z 6 -I- 2 4 - I2. 'S '- / J 1 2/2 F � ) (q, ,) (i,) I +,, - + '2, J- 15 5d?,0 - lb' 211 pe, a --), -76(q) 06 11 w `22(LD )2, + )2t S = S ' -4 2 p6r S LD I b +67o 0+ I''0 = 2-I '4P r2. 15 4 ) 044- V71v / ' q 2.' 4-245,01+11, 53 =0, �Z ��piF , 2- I I CJ (q,- NIA ( ` - '76,9 1b, -1.6 ' - X7 , 27 � p 1 2 MOT Engineering Description: Consulting Structural Engineers 29413 55th Ave. S. Auburn, WA 98001 (206) 946-8810 4 c F2/ 4 • „ . , ,, • , • • '..•1° P44 : r7r: Jee Aitr10 61(\i q pe,g 69 1 1 vp tvaitr? i 4-0 a:0,5 I x L--- -- q1'2 syrrov.%9 '2'270 01 q) -' 2:7 pcP 1 220 P2' r 7 1 a.,. ? /(j •., r(.a ..' ill li Its (F1' { t I Iif 1 i•�t .i }i1t j • ,}ki 'y!II• I I �0'. . ''!.',ti :t '• 101 tit, ,. � ... .stli ! .t i li ti r i ' ,t �' . I I 1• r i't ■•. f: . , .Illrl I't t rr 'i � ''I;t1 t 1 '1i r! '. I t '!'1 I p .I RECEI MAR 2 01997 . Creative Engineering Options INC. ref v A firm practicing in the geosciences March 17, 1997, Mr. F. Lee Stenson F. Lee Stenson, Inc. 144 ;C S.W. 153rd Burien, Washington 98104 -1703 Subject: Dear Mr. Stenson: Introduction Project Description • RECEIVED ' ' CITY OF TUKWILA MAR 2 7 1997 PERMIT CENTER Geotechnical Recommendations ' Proposed Residential Structures Lots 19 and 20, Block 2 A.G. Berg Addition 55 Avenue South & 144"' Street Tukwila, Washington , ). 97 -1826! • As requested, this letter provides a brief narrative description of the geotechnical aspects of the proposed site development process at the two subject lots. In addition, we have provided you with the appropriate geotechnical design parameters for the building foundations, floor slabs and basement level walls, as well as for long term site drainage control. The two lots are located on the northwestern corner of the junction between 144 Street and 55 Avenue South, in Tukwila, Washington (see Plate 1, Vicinity Map). We proceeded with our services on the basis of your February 21, 1997 oral authorization. This report does not in any way address environmentally hazardous conditions, such as the presence of buried tanks or hazardous materials, or any wetland or biological aspects of the project. Should such issues need to be addressed, it should be done under a separate contract. Based on our discussions, and the limited design information you provided us, we understand that the current plan is to develop the two residential Tots by constructing a single - family structure on each. These structures are to be two -story, wood -frame buildings on a partially buried daylight basement level. The basement walls are to be iooa i • • , 1•7 •" • ••• ' • • • • • •/ .1•• A Firm PraclKnig ri int Geosuences PL :1- 4 .1- Creative Engineering Options INC C E 1 111111•11M .4111 ST 01 130 ITA-P4 FOY 139111 .1n1 • 8. 1 14 G Re(4 , HAZELNtff PARK LIB Approximate S 14. Site " s Location Pt 17 23 1 li S 152140 ST I $ t a 5 152110 P1 t .0\ RD p S 44M ST 142ND S 15151 S x , 1261 s 1 1 1 ST 5 133RD ST VICINITY MAP Reference: 1996 edition of Thomas Brothers King County Map number 655, grid F-3. 129T LAN OR i N C H i 141 dtr PKWY c2/1, t mjwak ' SOUTICEKTER (VANS ST '1414 00 BAKER BL 51 4 1 1 1 MOUNT IKSIO 1 ' Plate 1 " • Page 2 designed as reinforced concrete retaining walls. employ a concrete slab -on -grade floor system. Although no specific design data were provided, based on our experience with similar residential construction, we estimate that the maximum combined dead and live building loads are likely to be on the order of the following: • Column loads = 75 kips The basement level is expected to • Wall loads = 1 to 2 kips per linear foot • Floor loads = 120 psf Based on the site topography it appears that there will be a moderate amount of excavation back into the site slope to accommodate the proposed structure. We estimate that the maximum depth of excavation is likely to be on the order of about ten (10) to fourteen (14) feet. To the best of our knowledge there is to be no fill of any significance on this project. The two buildings are to be accessed off the alley to the west. The alley is expected to be paved with the minimum local standard pavement thickness. Site Solis No subsurface exploration has been performed for this project to date. However, in developing this narrative study we have reviewed information available in our library and files regarding the soil conditions in the local area surrounding these two subject lots. Based on our review it is evident that the in -place soils consist predominantly of a glacial till, or "hardpan" soil. From the soils observed on the site, and this data review, we believe the in -place soils are a dense to very dense silty sand with gravel. This soil is typically classified by the Unified Soil Classification System as a SM. According to Galster and LaPrade (1993) these soils exhibit an in -place density of between one hundred and thirty (130) and one hundred and fifty (150) pcf. They are typically not susceptible to settlement under even relatively heavy building loads, though they are generally relatively poorly draining in nature. They are generally considered to be non - plastic and capable of exhibiting an allowable soil bearing capacity of between about four and ten (10) tons per square foot. These soils are also capable of maintaining a steep to Geotechnical Design - Recommendations 97 -1826 S.W. 55'" Avenue Lots - Tukwila March 17, 1997 Y Site Earthwork Operations Geotechnical Design [Recommendations 97 -1826 S.W. 55'" Avenue Lots - Tukwila March 17, 1997 ...-........ -• Page 4 soils may be cut at an angle of 0.75H:1 V, or flatter. We understand that, where possible, the excavated soils are to be stockpiled on -site for subsequent reuse as a compacted badcfill in landscape and non -load bearing areas. The approximate perimeter of the top -of- excavation slope is indicated with a dotted line on the attached Site Plan, Plate 2. We recommend that all stockpiles be protected against the elements by covering them with a pegged or sandbagged -in -place protective plastic sheeting. We also recommend that a protective filter fence be erected around the toe of the stockpile to help prevent soil fines being flushed off the stockpile and onto the site. (Filter fences are discussed later in this letter.) Excavation Slope Protection and Monitoring: Whilst open, we recommend that the excavation faces be protected against the elements by a pegged or sandbagged -in -place plastic covering. This protective measure should be sufficient to avoid the risk of erosion of soils from the excavation slope faces. We also recommend that a series of wooden survey stakes be set in a straight line along the crest of the deepest portion of the excavation. These stakes should be located in a manner that allows them to be easily read by the project superintendent on a regular basis with a hand tape and stringline. These stakes, if driven securely into the ground, should be sufficient to indicate if any movement of the slope is occurring during lot development and before the excavation is backfilled. Subgrade Protection: Depending on the conditions that exist at the time of writing it may be helpful to cover the exposed foundation and floor slab subgrades with a layer of crushed rock or recycled concrete. This layer will tend to help reduce, or eliminate, subgrade soil disturbance by construction activity and foundation forming and pouring. Structural FIJI: Structural fill is defined as any fill placed under buildings, roadways, slabs, pavement, or any other load- bearing areas. Ideally, but particularly for wet weather construction, structural fills should consist of a free - draining granular material with a maximum size of three inches. The material should have 75% passing the number 4 mesh sieve and no more than 5 percent fines (silt and clay sized material passing the No. 200 mesh sieve). During dry weather any organic -free, compactible material meeting the above maximum size criterion is acceptable for this purpose. From our field observations it is our professional opinion that the majority of the in -situ soils are in a generally suitable condition for re -use as a structural fill. However, we strongly urge that they be kept within about three points of the materials' optimum moisture content to avoid the potential reaction likely in "moisture sensitive" soils. ". . • kpproximate perimeter of lot excavation T 0 o ' 4 e— Se Avenue S. Reference: Site Plan for Lots 19 & 20, Mock 2, A.G Berg Addition, undated, provided by client. F114 WI.* u% I 44. - 64/".14 PC.4 (-; •101. Approximate perimeter of lot excavation • 1St N O. S. 16, G. %a .134 Creative Engineering Options w.c 1 6 3 SITE PLAN Geotechnical Design Recommendations 97 -1826 S.W. 55'" Avenue Lots - Tukwila March 17, 1997 Page 5 - Fill Placement and Compaction: Structural fill under floor slabs and footings, in utility trenches, or in roadway or parking area subgrades should be placed in thin horizontal lifts not exceeding ten (10) inches in loose thickness for heavy compactors and four inches for hand held compaction equipment. Each lift should be compacted to a minimum of 95 percent of the maximum dry density, as determined by ASTM Test Method D- 698 -91 (Standard Proctor), or to the applicable minimum City or County standard, whichever is the more conservative. In driveways, we recommend that the upper twelve (12) inches of native subgrade soil be thoroughly redensified. The upper twelve (12) inches of any subgrade fill should be compacted to at least 95 percent of the maximum dry density, as determined by ASTM D- 698 -91. As indicated above, to facilitate the earthwork and compaction process, the earthwork contractor should place and compact fill materials at, or near (typically within about three points), the optimum moisture content. This should help enhance the compactibility of the materials and avoid the risks involved with wet, moisture sensitive soils. If fill materials are on the wet side of optimum they will need to be dried to within about three points of the optimum ASTM D- 698 -91 moisture content. This can be accomplished relatively inexpensively by periodic windrowing and aeration. Altematively, drying can be achieved by intermixing the fill materials with lime or ordinary portland cement powder to absorb excess moisture. In this latter case we have found that the hydration of the cement not only results in water absorption, but also develops some "concrete -like" strength within the soil and cement matrix. Compaction Equipment Impacts: It is also important that no large or heavy compaction equipment be used within about five feet of either a retaining or basement wall, or any manhole or catch basin structure. If large equipment is used in these areas there is a risk that excessive lateral pressures could be developed and applied to the structure by the equipment. This could lead to damage to, if not failure of, the structures. We recommend that a small walk- behind roller be used in these areas, and that the fill be placed in loose lifts of no more than four inches in thickness. Larger compaction equipment may be used beyond that point. Foundations General: It is our professional opinion that the proposed residential structures can be supported on conventional spread footings. These footings should bear directly on either the undisturbed or redensified native soils. As an option, the footings may also be supported on a compacted structural fill pad. GeotechnioarDesign Recommendations 97 -1826 S.W. 55"' Avenue Lots - Tukwila March 17, 1997 , ;,;.:r„ 1.:, . . Page' 6 _ . If the structural fill option is selected we recommend that the fill pad beneath any foundation be at least two feet thick. The pad should also extend horizontally for a distance beyond each foundation perimeter equal to, or greater than, the thickness of the fill beneath the footing. This tends to help in resisting the potential for lateral shear failure in the near surface soils under load. Conventional. Foundation Design Parameters: We recommend the following geotechnical parameters be used in design and construction of conventional spread footings for the proposed residential buildings: • Allowable soil bearing pressure for undisturbed or redensified in -place soils at a footing invert depth of 1.5 feet • Allowable soil bearing pressure for = 2,500 psf compacted structural fill at a footing invert depth of 1.5 feet • Minimum burial depth of perimeter = 18 inches footings below lowest final design exterior grade • Minimum depth of interior footings below = top of floor slab • Minimum width of perimeter footings = 16 inches • Minimum lateral dimension of column = 48 inches footings A one -third increase in the above allowable soil bearing pressure may be used when considering short term transitory wind and seismic Toads. In any areas where a continuous footing crosses a cut -to -fill transition, we recommend the owner have the structural engineer evaluate the need for additional tension reinforcing = 3,000 psf 12 inches Page '7 steel. We recommend additional reinforcement be used in the top of footings in transition areas to help reduce the potential for differential settlement - related damage. Usually, two #4 or *5 bars are adequate for this purpose. As a typical guide, we recommend the additional reinforcement extend for a distance of at least ten (10) feet on either side of the transition line. Should portions of any column foundations be located in a cut to fill transition area, the foundation should either be extended down to bear on the underlying competent native soil or supported on a structural fill that should be at least two feet thick, or on a lean concrete pad raised to foundation invert elevation. Settlement: On the basis of the observed site soil conditions and our engineering analyses, and working on the assumption that the foundations will bear on undisturbed or redensified soils, or on a compacted structural fill, it is our opinion that the maximum settlement potential under the proposed combined building dead and live Toads is likely to be within the building's tolerable limits. We estimate that the maximum potential settlement is likely to be of the following order: • Total estimated post - construction = 3/4 inch, settlement or less • Total estimated differential settlement = '/2 inch, across the length of a building or less The owner should understand that the majority of these magnitudes of total and differential settlement should be expected to occur as the dead loads are applied during the construction of the building. The remainder should be expected to occur after construction is completed. Lateral Load Resistance: Lateral Toads can be resisted by a combination of passive pressures acting on the buried portions of the building and foundations, or friction between the concrete elements of the foundation and floor slab and the underlying subgrade. For the former, the concrete must be placed neat against competent native soil or compacted structural fill. We recommend the following parameters be used in design. • Passive pressure equivalent fluid weight = 380 pcf . it t ; ° ,l 'f( s. ' , ;r • , i..l p {,4, l.' t t,i I (' ) ;j t , r 'l ,y•`tii . t , i' ►1ii,i.: °rt '4Ii ►`C► iti , H t Geotechnical Design Recommendations 974826 S.W. 55'" Avenue Lots - Tukwila March 17, 1997 • Coefficient of friction • Recommended design factor of safety Slab -on -Grede Floor 0.38 1.5 We also recommend the upper one foot of passive pressure be neglected in design unless the soil is overlain with either a floor slab or paving. A concrete slab -on -grade floor supported on either the existing undisturbed or re- densified in -place soil, or on a new compacted structural fill pad, is appropriate for this structure. Any disturbed soils should be carefully re- compacted before constructing the slab. We recommend that the following parameter be used in floor slab design: • Modulus of vertical subgrade reaction = 375 pci (undisturbed or re- densified native soil) • Modulus of vertical subgrade reaction = 225 pci (compacted structural fill soil) Page 8 -........ _._ . Because of the potential for undersiab seepage, we recommend a capillary break be included beneath the slab to provide space for vapor transmission. This capillary break should consist of at least four inches of clean, free- draining granular material, such as coarse sand or pea gravel. In areas where moisture vapor transmission through the slab is undesirable, we recommend an impermeable vapor barrier be installed over the capillary break beneath the slab. A 6 mil plastic membrane is typically adequate for this purpose. This membrane will help prevent moisture vapor transmission up through the slab and the associated moisture- related damage to interior furnishings and salt generation in the surface of concrete slabs. It is very important that all building utilities are installed before the capillary break and visqueen barrier are installed to avoid damaging them. Damage to either element could result In a non - functioning system and that could lead to creation of the problems this system is designed to avoid., Nil9xC!cr.P.w y f!rft y44 ,•_ 04,1,=uem, .wuuw- . yr , v ., 0:1 - ..., .v....44 •:ro.k.04•4..e.... ... „ , lot 4. •.. I, .f ;f •:1, I Ir't i f ' t' Geote hhnical Design Recommendations 97 -1826 S.W. 55" Avenue Lots - Tukwila March 17, 1997 As an additional protective measure, the owner should also consider placing two to four. inches of damp sand over the membrane. This will help protect the membrane during construction and will help in curing of the concrete slab. It will also help to prevent cement paste bleeding down into the underlying capillary break through joints or tears in the vlsqueen barrier. Basement Level or Retaining Walls The plans indicate that the walls of the buildings' basement levels will all be partially to completely buried below the existing grade. It is important to recognize that any buried or retaining wall will need to be designed as a reinforced concrete retaining wall capable of supporting the Toads imposed upon it. We recommend that the following geotechnical parameters be used in the event that such a wall is ultimately included in the project: • Active equivalent fluid weight for walls = 38 pcf free to rotate through at least 0.001 times the wall height Site Drainage • Active equivalent fluid weight for walls = 58 pcf fixed against rotation Page 9 ,. These lateral pressures assume a horizontal backfill, and that no surcharges, such as traffic or other loads, are imposed on the walls. If such surcharges are to exist, the Toads should be added to the above parameters for design. General: No well established local groundwater level was observed at the time of our field evaluation. However, it is possible that a fluctuating groundwater or seepage level could be encountered during the lifetime of the project, particularly during the wetter winter months (typically October through May). In addition, changes in rainfall amounts, surface drainage or other factors can cause these levels to fluctuate significantly. We also believe it is prudent to install both short and Tong -term drainage control measures as part of project design and construction. Short Term Drainage Measures: Over the short term, we recommend that the earth- work contractor be prepared to install one, or more, shallow sump pits to collect water in utility or foundation,excavations. All collected water should be pumped to a positive and • Geotechnical Design Recommendations 87 -1826 S.W. 55"' Avenue Lota — Tukwila March 17, 1997. � it ;f' Page 10 permanent discharge. (A positive and permanent discharge might consist of a nearby storm drain catch basin, drain i swale, or similar facility.) It is essential that all surface runoff be directed away from the crest line of all excavations, including utility trenches, and not be allowed to sheet flow over the exposed faces. Thus the site surface adjacent to a trench or slope crestline should be graded so that surface water is directed off the site. Water should not be allowed to stand in any area where a building, floor slab, or pavement is to be constructed. During construction, the earthwork contractor should roller seal all loose surfaces at night or at the beginning of a weekend to reduce the potential for moisture infiltration into the subgrade soils. Site grades should allow for drainage away from building foundations. We suggest that the ground be sloped at a gradient of three percent for a distance of at least ten (10) feet away from a building, except in areas that are to be paved. Any excavation or slope areas, including utility trench excavations, should be protected against the elements during construction. This can be accomplished by overlaying the exposed slope surface with a sandbagged or pegged -in -place visqueen barrier. Temporary site grading should be performed to create site grades that direct water away from the excavation. We also recommend that the contractor consider installing either a shallow swale or ditch along the toe of any protected slope to collect any surface water runoff and to direct it to a positive and permanent discharge. Long Term Drainage Measures: In the long term, perhaps the most critical element of drainage control is to install footing drains along all building perimeters. These drains should consist of a rigid, smooth walled, perforated or slotted, plastic pipe bedded on and surrounded by a free - draining granular material. The pipe should be placed with the perforations facing downwards. All drains should be installed at or below the footing invert elevation with the perforations or slots facing downwards, and should be provided with sufficient gradient to initiate gravity flow to a positive and permanent discharge such as a storm drain catch basin. A typical detail is provided on Plate 3, attached. We suggest appropriate subsurface drainline locations be established during the earthwork phase of the project by our representative when seepage areas and conditions may be more clearly defined. All areas to receive these drainlines should be observed by the geotechnical engineer. Where the immigration of fines from the native soil into the above - referenced drainage material may compromise the drain, the gravel backfill should be protected by a geotextile filter cloth. w.OFfw;.0 xwsrrru: ;»+nu.1vcr:,! ”,t,.• Y• .�4:.1 D LEGEND Ar um Pra(Iic in the ('moSurncrS Ir. Y''! f'1'Itl -v. '• (. a dd P ':: •L(P "1 !?,1A,FrT'tdh0flt1lltic Only Not � .,,,•.,. � of to Scale Slope to Drain S / ,\\ Material and Sieve Size 3 inch 1 -1/2 inch 3/4 inch 1/4 inch #10 mesh #50 mesh #100 mesh #200 mesh Creative Engineering Options INC CEO — Exterior Wall Percentage of Material Passing 100 BO - 100 60 - 90 50 -80 35 - 65 25 - 45 10- 15 0.3 IC Floor Slab Surface seal of native soil or other low permeability material. (Can be separated from underlying free - draining by building paper, visqueen or geotextile, at owner's discretion. Free - draining, granular backfill material meeting the gradation specification presented below. 6 -inch minimum diameter, perforated or slotted rigid concrete, metal, or plastic pipe with tight joints, with a positive gradient sufficient to generate gravity flow and provided with accessible cleanouts at regular intervals. Perforations (3/16 to 1/4 inch diameter) to be in lower half of pipe, with lower quarter segment unperforated to facilitate water flow. Slotted pipe to have 1/8 -inch maximum width slots. Must NOT be tied to roof downspout or perimeter footing drain lines. Alternative geotextile drainage fabric attached to wall after the wall has been damp - proofed. Capillary break placed beneath floor slab consisting of clean pea- gravel, 1/2 -inch minimum washed rock, or clean sand, with a minimum thckness, t, of 4 inches. Capillary break to be separated from floor slab by impermeable plastic membrane. NOTES • Minimum depth of footing burial, D = 18 inches. • Estimated thickness of impermable surface layer, S, = 6 to 12 inches. • Capillary drainage material beneath floor slab should be hydraulically connected to perimeter subdrain pipe. (Use of 2 -inch minimum diameter weep holes, as shown above, is one option of achieving this end.) • Any backfill within 18- inches of wall should be compacted with hand - operated compaction equipment only. Heavy compaction equipment should not be used within 5 feet of wall to help avoid imposition of additional lateral load on that wall which could cause wall damage. • All wall backfill should be placed and compacted in accordance with the recommendations contained in the Fill Placement and Compaction section of the attached CEO, Inc. report. • Wall drainage and backfill material should meet the following gradation requirements, unless otherwise recommended by the geotechnical engineer: WALL AND FOOTING DRAIN DETAIL Plate 3 Page 11 All areas to receive these drainlines should be observed by the geotechnical engineer. Where the immigration of fines from the native soil into the above - referenced drainage material may compromise the drain, the gravel backfill should be protected by a geotextile filter cloth. As an alternative to a free - draining backfill, the owner may wish to consider the use of a composite drainage fabric, such as Miradrain or an approved equivalent. This composite should be placed directly against the face of the wall (once the wall has been suitably waterproofed with bitumastic paint) with the filter cloth facing the soil surface. The composite should be wrapped around the basal drain line to make a clean and direct connection. Backfill is then placed against the geocomposite covered wall, and is compacted as it is raised back to design site elevation. A typical pictorial depiction of these wall drainage system elements is also provided on Plate 3. Roof Drainage: Under no circumstances should the building roof downspout lines be connected to the footing drains. Downspouts must be separately tightlined to discharge. We also recommend the installation of sufficient cleanouts to allow for easy and periodic downspout drainline flushing and maintenance. It has been our experience that the most functional cleanout spacing if for one to be installed at any bend in a drain system and at a spacing of about thirty -five (35) feet in straight pipe runs. This will help to keep the potential extent of drain line clogging to a small segment of pipe that can be cleared with relative ease. P. CEO .rc r, +•,I i :.., •.01,1 „1: +art W1' t.pi,lliid'I►'il.9r11 ry • r :ttf t,rilr;• Schematic Only - Not to Scale Newly graded or disturbed site surface ■ Geotextile filter fabric Existing grade Creative Engineering Options INC A 1 um Pr dC IK qrq r Ihr (1PUt(r nc rg Geotextile lilter fabric material 60 -inch wide rolls. use rings to attach to wire fabric 2'x2 "x 14 6' galvanized WWF Supporting 12' 2'-6 Staples or wire rings (typical) 6• 2 %6' II R 2 6 ' II II l y l 11 1 2' x 4' Douglas Fir at 6' -0' o.c. 6'-0- c-c Bury bottom of geotextile erosion No. 1 grade or better, or steel post maximum fence material in 12' x 8' trench NOTES • The filter should be purchased in a continuous roll cut to the length of the barrier to avoid use of joints. When joints are necessary, filter cloth should be spliced together only at a support post, with a minimum six -Inch overlap, and both ends securely fastened to the post. • The filter fabric fence should be Installed to follow the site contours (where feasible). The fence posts should be spaced a maximum of six feet apart and driven securely Into the ground (minimum, of 30 inches). • A trench should be excavated, roughly eight inches wide and twelve Inches deep, upstope and adjacent to the wood post to allow the filter fabric to be buried. • When standard strength filter fabric is used, a wire mesh support should be fastened securely to the upslope side of the posts using heavy -duty wire staples at least one Inch long, tie wires, of hog rings. The wire should extend Into the trench a minimum of four Inches and should not extend more than thirty-six inches above the original ground surface. • The standard strength filter fabric should be stapled or wired to the fence, and a minimum of twenty inches of the fabric should be extended Into the trench. The fabic should not extend more than thirty -six inches above the original ground surface. Filter fabic should not be stapled to existing trees. v v v V 2 x 2' x 14 gauge galvanized welded wire fabnc or equivalent F. • When extra - strength filter fabic and closer post spacing are used, the wire mesh support fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the posts. • The 12" x 8” trench should be backfiilod with 3/4 inch minimum diameter washed gravel. • Filter fabric fences should be removed when they have served their useful purpose, but not belore the upslope area has been permanently stabilized. • Filter fabic fences should be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs should be made immediately by the contractor. TYPICAL FILTER FENCE DETAIL • Plate 4 Summary ;)! Page 12 Erosion Control: We also recommend, as a minimum measure, that the earthwork contractor erect a silt fence along the downgrade perimeters of the site. In particular, a silt fence must be erected along the crest of the buffer zone slope along the southern site perimeter. Similarly, silt fences should be erected along the downgrade perimeters of all open excavations to prevent soil fines loss to adjacent property. These fences should be set sufficiently far from the edge of any excavation to allow for free passage for the workmen. They should, however, be upgrade of any drainage control swale or berm. The silt fence should consist of a geotextile fabric produced for this purpose and suitable for erosion control, such as a Mirafi Envirofence or an approved equivalent. It should be supported on "Hog Wire" attached to steel or wooden stakes driven into the ground at relatively close center to center spacings. Approximately the bottom twelve (12) inches of the geotextile should be buried into the site subgrade to help avoid the risk of sediment laden water flowing out beneath the fence. A typical pictorial depiction of this filter fence is presented on Plate 4, attached. Where the site excavation process exposes the native soils they will be subject to all of the erosive forces of the elements, such as wind, rain, freeze, thaw and drying (by the sun). As a result they should be expected to deteriorate rapidly if not adequately protected. To achieve protection against the elements we recommend that all such areas be revegetated as quickly after construction as possible. We recommend that you seek input from your landscape architect regarding the most appropriate seed mixture. We also presume that the seed will be placed and protected with some form of mulch, presumably by "hydroseeding ". Depending on the time of year when such revegetation occurs it might be helpful to use an erosion control blanket to help keep the seed and mulch in -place until the root mat has an opportunity to germinate and take hold. In this case we recommend the use of a North American Green C - 125 Erosion Control Blanket, or an equivalent approved by the geotechnical engineer. This blanket not only helps keep the seed and mulch in -place but also provides a protective thermal blanket over the seed and mulch mixture. This blanket also reduces the water flow velocity by up to 77 %, and reduces the soil loss by up to about 98 %. These values are dependant on the blanket being installed in strict adherence with the manufacturers specifications. In summary, it is our professional opinion that the two subject Tots can be developed as intended. Both structures can be supported on conventional spread footing foundations Geotechnical Design Recommendations Page 13 97 -1826 S.W. 55"' Avenue Lots - Tukwila March 17, 1997 bearing on the exposed firm and competent native glacial till soils. Concrete floor slabs can be similarly supported. Because of the dense to very dense and stable nature of the site soils the excavations for these two structures should be expected to remain stable throughout the construction period. The stability of the excavation slopes should be enhanced by protecting them against the elements with plastic sheeting. Installation of appropriate drainage control measures, as well as installation of fresh landscaping, should be adequate to preserve the integrity of the site during the wetter winter months. Closure We trust the information provided in this letter provides an adequately detailed approach to lot development and building foundation, floor slab and basement wall design and construction. Our work on this project has been performed, and our opinions and recommendations have been derived, in a manner consistent with that level of skill, care and competence ordinarily exercised by other members of the profession in good standing currently practicing under similar conditions in this area only. No other warranty, express or implied, is made. Should you have any additional questions, please call. Very truly yours, r r n r • .CREATIVE ENGINEE IPTEQNS, l�r i? c;IS"IEW S ! ONALO Glen Mann, P.E. President Attachments: Plate 1; Vicinity Map Plate 2; Site Plan Plate 3; Typical Wall and Footing Drain Detail Plate 4; Typical Filter Fence Detail OmISWI Tukwila Lots Utt•r /.b37 JJS/sal City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering September 10, 1997 Stenson Construction - Lot 20 14258 54th Place South Permit No.: D97-0022 Contact Person: Lee Stenson Phone: (206) 431-5159 Curb Cut/Access Sanitary Side Sewer Storm Drainage 3/4" Permanent Water Meter Land Altering CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Department (with a copy of application) Ross A. Earnst, P. E., Director PERMIT FEE $25.00 $20.00 $25.00 $260.00 $37.50 TOTAL: $367.50 John W. Rants, Mayor THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON SEPTEMBER 10, 1997: Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433•0179 • Fax (206) 431-3665 J � 4010, �;', ►Y ° z' City of Tukwila . 1908 April 28, 1997 Mr. Lee Stenson 144 Southwest 153rd Street, #C Burien, Washington 98166 Dear Mr. Stenson: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0022 Stenson Construction 14258 54 P1 S Sincerely, ideuig.L4 Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0022 John W. Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division and Public Works Department. At this time the Planning Division and Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 BUILDING DIVISION:`COMMENTS" ATE : April 8, 1997 ROJECT NAME Stensen Construction Lots :19 8t 20 permit application PPLICATION:NO. D97 -0020 an d- 09 0 -022 N REVIEWER: Ken Nelsen, Pans Examiner (206) 431 -3670. An initial Building Division review has been completed. on the subject projects: The following corrections are required to complete this Divisions plan review. The proposed plans do not provide an adequate prescriptive brace wall. panel :design` as required by U.B.C. Chapter 23. Specifically the East or garage door side of the buildings will not comply with the "unusually shaped building" requirements noted in U.B.C. Section 2326.5.4.. Therefore, a structural engineered plan ':design in • accordance with U.B.C. Section 1603.3 will by required for the brace walls. o: further comments'at..this time. DATE: City of Tukwila Department of Public Works Ross A. Earnst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS April 28, 1997 PROJECT NAME: STENSEN CONSTRUCTION PLAN CHECK NO.:D97 -0022 ' PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. 1) Driveway shall comply with City residential standards (see attached). Driveway width shall be a maximum of twenty feet (20') and shall have a slope not greater than 15 %. The driveway slope on lot 19 exceeds 15% and must be revised. All turning radii shall be a minimum of five feet. The driveway /access road shall be paved for a minimum distance of twenty feet (20') from the back of the sidewalk on South 144th Street. 2) Each new residence requires a separate tap off the water main for domestic water service. Show proposed size and location of new water meter. Specify type of pipe, size of pipe and depth of pipe for the proposed water service. Type of pipe bedding and pipe backfill material that will be utilized for pipe construction shall also be detailed. A minimum of ten feet (10') of separation is required between water lines and sanitary sewer lines. Said separation shall be measured from the outside edges of the pipes. 3) For the proposed sanitary side sewer, the size, slope, and type of pipe that is intended shall be shown. Minimum slope for the sanitary side sewer line is 2.00 %. Sanitary sewer manholes are required at all changes in pipe slope or alignment. Please contact Mr. Pat Brodin, Public Works Utility Engineer at (206) 433 -0179 regarding any sewer or water questions. John W. Rants, Mayor 4) Provide a storm drainage plan showing how roof drains, foundation drains, and concentrated sheet flow from driveways will connect to a public storm drainage system or on -site infiltration system. All submitted storm drainage plans shall be stamped by a licensed civil engineer. Standing water was observed in the proposed access road area. Please contact Mr. Phil Fraser, Public Works Surface Water Engineer at (206) 433 -0179 regarding any storm drainage questions. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431 - 3665 5) Tukwila Undergrouri, ( ,,rig Ordinance applies for this devth,pment. As stated in this • ordinance, all utilities shall be placed underground or owner shall apply for a Waiver to Undergrounding/Obligation for Future Undergrounding. ) Specify if 200 cubic yard cut shown on sheet 1T will remain on-site or if it will be -,„ hauled off-site. 7) Submit access/ utility easements and maintenance agreements to Public Works for review prior to recording. • ALL 123' 'C CONC. SIDEWALK SANRARY SEWER MAIN "Nt Q 57th AVE S STORM DRAIN- AT 2' INTERVAL N INDICATE EXISTING TOPOGRAPHY AT 2' INTERVAL / DOWN SPOUT (D.5.) PROPOSED TOPOGRAPHY 196 STORM DRAIN (S.D.) 84' INV.EL186.23 142' 200 523 Birch Street LOWEST FLOOR ELEV-200.e2 CLEAN OUT (C.O.) 4'1 SIDE SEWER MIN. 2% City of Tukwila 0 INDICATE IE AT ALL CONNECTION YARD DRAIN 0.5% -a C.0 a INV.EL186.23 SS SUB 33 INV. EL 188.7 D.S. 10' MIN. WATER MAIN W 22' INV.EL197.14 1 28' 1 98 - 3/4' METER 1 0' MIN -20 MAX \\ 62'02% NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 2. DOWN SPOUT DRAINS TO CONNECT MINIMUM 5' DOWN STREAM OF FOOTING DRAINS. 3. SHOW ALL EXISTING PIPE SIZES, SIDEWALK DIMENSIONS, ETC. DATE: 11/20/96 24' YARD Nome 9.wr DRAIN INV.EL.187.50 SAMPLE RESIDENTIAL UTILITY SITE PLAN SUBMITTAL tigLisumiL RSITE Ise reamorming.ar 1 4 , Asphalt Concrete or Bituminous Plant Mix Replacement Patch Cut with Pneumatic Pavement Cutter Existing Asphalt Pavement Existing Rigid Base 5/8" Minus Compacted Crushed Rock unless othsrwiss Ordered by The City. Saw Cut Existing 011 Mot 5/5" Minus Compacted Crushed Rock unless otherwise Ordered by The City, Concrete 150% of Existing Depth TYPICAL PATCH FOR RIGID PAVEMENT Asphalt Concrete or Bituminous Plant Mix Replacement Patch 1 SO% of Existing Depth TYPICAL PATCH FOR FLEXIBLE PAVEMENT City of Tukwila — Saw Cut DATE: 11/15/96 Existing Concrete Pavement 5/8" Minus Compacted Crushed Rock unless otherwise Ordered by The City. Saw Cut Existing Asphalt Pavement 5/8" Minus Compacted A Crushed Rock unless othsrwiss Ordered by The City. NOTES: 1. All work to conform to the currant Standard Specifications for Road, Bridge, and Municipal Construction. 2. A minimum of a one year guarantee is required on all pavement patching and overlays. 3. Controlled density fill in place of crushed rock material may be required In cases of recent pavement overlay, or as directed by City Engineer. PAVEMENT PATCHING Mat to sale. RS -3 , 4810 ■ Prenolded Exp. Joint (Typical) NOTES: 5/8' CRUSHED ROCK SECTION A -A 2" Alin. or more or directed. Driveway (Max. Reconended Grade Is 15%) Top of Curb at Driveway CURB DETAIL 1. CONCRETE SHALL BE CLASS 8 OR BETTER THAN 5 1/2 SACK. 3000 PSI. 2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBUC WORKS. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6" THICK. 4. WHERE DRIVEWAY WIDTHS EXCEED 15', A 3/8'•5 1/2' EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERUNE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE W1TH APWA/WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. 6. AN ASPHALT APRON MAY BE USED IN AREAS WHERE NO CURB EXISTS. 7. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE BY SAW CUT TO THE NEXT JOINT. 14, City of Tukwila RESIDENTIAL DRIVEWAY ypt to wale. DATE: 11/15/96 RS -8 SpillSwiagoo : . • • : \vv.: 18" 6" Premolded Full Exp. Join 4' Planter Sidewalk 5' 2" as City of Tukwila Min. or more directed. Driveway (Max. Recommended Grade is 157.) 2" — 5/8" CRUSHED ROCK SECTION A—A NOTES: 1. CONCRETE SHALL BE CLASS 9 OR BETTER THAN 5 1/2 SACK. .3000 PSI. 2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN .TO TUKWILA PUBUC WORKS. 3. ALL DRIVEWAY APRONS SHALL OE A MIN. 6" THICK. 4. WHERE ORNEWAY WIDTHS EXCEED 15% A 3/e 1/2' EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERUNE 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA,PASOOT PUNS AND SPECIFICATIONS OR AS DIRECTED BY THE COY OF TUKWILA. 6. AN ASPHALT APRON MY BE USED IN AREAS MERE NO CURB COSTS. 7. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWAUC SHALL BE BY SAW CUT TO THE NEXT JOINT. B. THIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRNEWAYS, DRAINAGE. TOPOGRAPHY, DRNEWAY GRADES. RICHT-OF-WAY, ETC. 9. PLANTER TO BE MAINTAINED BY ADACOIT PROPERTY OWNER 8Y AGREEMENT. Top of Curb at Driveway 5% 3/4" 18" CURB DETAIL DATE:i 05/96 RS8A ALTERNATE RESIDENTIAL DRIVEWAY 1 of 3 Not to onto. fLC PAIMAWADVIIVAVI-4AWW 6" Premoltied Exp, Joint ( Typical ) • • I/ • .07 • 07 I/ , • --Sidewalk 5' 6 2*-5/8" CRUSHED ROCK NOTES; 27. SECTION A—A 2" Min. or more as directed. )Depends On Driveway Profile t (Max. Recommended Grade is 15X) Top of Curb at Driveway CURB DETAIL 1. CONCRETE SHALL BE CLASS B OR BETTER THAN 5 1/2 SACK, 3000 PSI. 2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBUC WORKS. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6" THICK. 4. WHERE DRIVEWAY WIDTHS EXCEED 15', A 3/8"°5 1/2" EXPANSION JOINT SHALL. BE PLACED LONGITUDINALLY ALONG THE CENTERUNE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA/VISDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CRY OF 111KWILA. B. AN ASPHALT APRON MAY BE USED IN AREAS WHERE NO CURB MST& 7. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL 8E EIY SAW CUT TO THE NEXT JOINT. City of Tukwila ALTERNATE RESIDENTIAL DRIVEWAY 2 of 3 Not to roes. DATE: 11/15/96 RS-8B 5 18' 5 " Sidewalk V 6' 2' — 5/8 CRUSHED ROCK SECTION A—A 2' Min. or more as directed. Driveway (Max. Recommended Grade ie 15%) 5% Top of Curb at Driveway 3/41_ 18" CURB DETAIL NOTES: 1. CONCRETE SHALL BE CLASS B OR BETTER THAN 5 1/2 SACK, 3000 PSI. 2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBUC WORKS. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6" THICK. 4. WHERE DRIVEWAY WIDTHS DCEED 15', A 3/8"•5 1/2" EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERUNE. 1 • 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA/WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CRY OF TUKWILA. 6. AN ASPHALT APRON MAY BE USED IN AREAS WHERE NO CURB ISTS. 7. REMOVAL OF DIMING CONCRETE CURB. GUTTER OR SIDEWALK SHALL BE BY SAW CUT TO THE NEXT JOINT. B. THIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS, DRAINAGE. TOPOGRAPHY, DRIVEWAY GRADES, ETC. ■ City of Tukwila ALTERNATE RESIDENTIAL DRIVEWAY 3 of 3 thassusalL DATE: 11/15/96 RS-8C P4141111010YMMII),11-1C011 S.3.5 SANITARY SIDE SEWERS. S.3.43 Channelization. All sanitary sewer manholes shall be fully channeled to the crown of the sewers. The manholes shall be channeled to accomplish smooth flow through the transition and to minimize turbulence. To maintain the energy gradient and velocity through grade changes and changes in diameter at manholes, the invert of the downstream manhole shall be designed a minimum of 0.1 foot below all incoming invert elevations. Optional channelization methods include prefabricated fiberglass /pvc channels. S.3.44 Manhole Foundations. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. Not more than one house or building shall be connected with a lateral sanitary sewer, except in certain cases approved by the City Engineer. Buildings within 250 1.f. of a sanitary sewer line or lateral shall be deemed to be within the area served by that sewer and shall be connected. A septic system may only be allowed per the requirements of King County. The sanitary side sewer shall be designed in such a manner as to be of sufficient size to carry all sanitary sewage and waste fluids of any kind from the buildings. Each toilet, sink, stationary wash stand, floor drain, or any other piece of equipment having waste fluids, shall be connected with said sanitary sewage system. The City maintains as-built records concerning the location and approximate depth of side sewer stubs. These records are for informational purposes only and it shall be the Developer's responsibility to verify the location and depth of the existing services. In cases where a stub has not been supplied, the Developer shall connect directly to the City main. The Developer shall assume all costs for said connection, including, but not limited to, street repairs, tapping charges, bonds, permits, etc. Cuts into City streets shall be repaired per the City's Standard Pavement Patch Plan (available in the Public Works Department). S -8 1 Side sewer connections into Metro interceptor sewer lines shall be allowed only by written permission from Metro. The City will be the agency through which permits will be obtained for such connections. The Permittee is responsible for all coordinations with Metro for necessary inspections and approvals. Sewer Pipe. Materials allowable for sanitary side sewer construction are plastic (PVC minimum schedule 35), concrete where soil conditions permit and slopes are less than 15 %, ductile iron pipe, or PVC pipe where its use is justified due to scouring velocities or other special soils foundation problems exist. Ductile iron pipe placed in peat areas or areas of potential corrosion shall be polyethylene encased. Anchors shall be installed if over 15% slope. All side sewers shall be a minimum diameter of six inches (6 "). Residential side sewers may be reduced to a minimum of four inches (4 ") from the property line to the building. S.3.52 Slope. All sanitary side sewers shall be laid on not less than two percent (2 %) grade, nor greater than one vertical to two foot horizontal. S.3.53 Separation And Depth. The side sewer shall not be less than sixty inches (60 ") from any building, except at the point of entry. Where the sewer is below the building foundation, the horizontal distance from the foundation must be equal or greater than the vertical separation. The pipe shall not have less than twelve inches (12 ") of cover inside the property line. S.3.54 Clean Outs. All side sewers shall have clean outs located at one hundred foot (100') intervals at property lines, and at the termination of the sewer at the building, and all vertical or horizontal bends in the pipe of ninety degrees (90 °) or greater. The maximum length of a six inch (6 ") side sewer shall be one hundred fifty feet (150'). S -9 W.3.34 SEPARATION AND CROSSINGS Shall be equipped with domestic water, power (110 Volt, single phase), duplex waterproof outlet, lights, heater, dehumidifier and sump pump with a check valve. 4. Shall have offset hatches for access to vault with permanent full length ladder. W.3.33.4 CHECK VALVES. Check valves shall be for 150 psi working pressure, unless otherwise specified. Check valves shall be equal to CIayton 81 B. W.3.33.5 AIR RELEASE VALVES. Air release valves shall be designed, constructed, and installed per City Standard Plans. Air release valves shall be located at all high points along the main. W.3.33.6 BLOW -OFF VALVES. Blow -off valves shall be built per the City's Standard Plans. A standard two inch (2 ") blow -off assembly shall be located at the . dead end of all water mains for flushing purposes. If flows and pressure are deemed sufficient, a fire hydrant may be required in lieu of the blow -off assembly. Chambers, pits or manholes containing valves, blow -offs, meters, or other such appurtenances to a distribution system, shall not be connected directly to any storm drain or sanitary sewer, nor shall blow -offs or air relief valves be connected directly to any sewer. !t Such chamber or pits shall be drained to the surface of the ground where they are not subject to flooding by surface water, or to absorption pits underground. Water and sewer main separation. Water mains shall be laid at least ten feet (10') horizontally from any existing or proposed sewer. The distance shall be measured edge to edge. DOE requirements shall also be met. In cases where it is not practical to maintain a ten foot separation, the City Engineer may allow deviation on a case -by -case basis. Such deviation may allow installation of the water main closer to a sewer, provided that the water main is laid in a separate trench or on an undisturbed earth shelf located on one side of the sewer at such an elevation that the bottom of the water main is at least eighteen inches (18 ") above the top of the sewer. W -8 Water mains crossing sewer shall be laid to provide a minimum vertical distance of eighteen inches (18 ") between the outside of the water main and the outside of the sewer. The water main shall be located above the sewer. At crossings, one full length eighteen feet (18') of water pipe shall be located so both joints will be as far from the sewer as possible. Special structural support for the water and sewer pipe may be required. Surface water crossings. A minimum cover of four feet (4') shall be provided over the pipe. When crossing water courses which are greater than fifteen feet (15') in width, the following shall be provided: A. The pipe shall be of special construction having flexible watertight joints. B. Valves shall be provided at both ends of water crossing so that the section can be isolated for testing or repair; the valves shall be easily accessible, and not subject to flooding; and the valve closest to the source shall be in a manhole. C. Permanent taps shall be made on each side of the valve within the manhole to allow insertion of a small meter for testing to determine leakage and for sampling purposes. State Department of Fisheries approval is required for any stream crossing. The Developer shall apply for and receive approval prior to construction. W.3.35 Taps. Tapping tees for "size -on- size" shall be of the full encirclement "mechanical joint" style, and shall be made of either cast or ductile iron. Mueller or other approved equal. Tapping sleeves for other than "size -on- size" shall be "mechanical joint" or "epoxy coated fabricated steel ". Fabricated steel sleeves shall be constructed of ASTM 285 grade C or ASTM A.36 steel, with a fusion bonded epoxy coating to AWWA C213 -79. Painted coatings are not acceptable. Sleeves shall have a machined groove for maintaining gasket position. All sleeve hardware shall be stainless steel, specification 18 -8 Type 304. JCM brand or other approved equal. W -9 W.3.36 13 locking. All Tees, plugs, bends and hydrants shall be provided with reaction blocking per the City's standard plans. Tie rods or joints designed to prevent movement may also be required. Concrete shall originate from a commercial batch plant. All tie -rods shall be painted with a bituminous coating. W.3.4 DOMESTIC WATER SERVICE/METERS Concrete blocking shall be cast in place. Blocking shall bear against fittings only and shall be clear of joints so as to permit dismantling at the joint. Backfilling shall not occur until the blocking obtains 3000 psi strength. All fittings shall be wrapped with plastic sheeting. All domestic and/or industrial consumption of water, except for fire- lines, shall be metered. Water service connections and plumbing shall conform to relevant Seattle/King County plumbing codes and City of Tukwila standards. All domestic water service connections require an approved water meter permit from the Public Works Department. 1. Single family residential water service connections shall be a minimum of three - fourths inch (3/4 ") and use copper tubing type K from main to meter w/o joint and materials between meter and house must be approved by the current Seattle/King County Plumbing Code. 2. Water service connections to other than single family residential shall be a minimum of one inch (1 ") type K copper from main to meter w/o joint. 3. All pipe and fittings shall be rated for pressure of twice the maximum working pressure. Water services to be connected to an existing, in- service, water main, shall be made by a wet tap. The costs (labor, supplies, and equipment) for the completed installation shall be reported on the bill of sale form as a condition of acceptance of the installation. 3/4" and 1" 1. Tapping Saddle: Single strap Rockwell, Mueller, or approved equal (iron pipe thread). 2. Corporation Stop: Mueller H -10013 or approved equal. W -10 y • .1 -1 /2 "and 2" Angle stop: Mueller H- 14258. Meter tail piece shall contain angle cheek valve. Meter Setter: Mueller H- 1470 -2 or approved equal, set four inches (4 ") to six inches (6 ") from finished grade. Pipe: Type K copper tubing. Meter Box: Olympic Foundry #511 or approved equal for 3/4" meters. #2 Fogtite or approved equal for 1" meters. Plastic meter boxes may be used in landscape areas only. Solid steel 1/2 " diamond plate lid is required in traffic areas. Tapping Saddle: Double strap Rockwell, Mueller, or approved equal (iron pipe thread). Corporation Stop: Mueller H -10013 or approved equal. Meter Valve: Jones, J -372F, or approved equal, one on each side of the meter. Highest point of valve to be 8" to 10" below finish grade. Meter setters may be used in place of meter valves. The meter setter must have a check valve on the downstream side and a built -in bypass assembly with lock wing (Mueller). 4. Bypass Assembly: A 1" bypass assembly will be installed on all 2" services; optional on 1 -1/2" services. 5. Pipe Material: Type K copper tubing or high molecular weight black polyethylene pipe, with tracerwire. Pipe to be bedded in pea gravel, sand, or crushed rock (3/4" minus or smaller). 6. Meter Box: Fogtite #2 with 1/4" diamond plate solid steel lid or approved equal for 1 -1/2" meter; Fogtite #3 or a 2' x 4' meter box with 1/4" diamond plate solid steel lid for 2" meter with three 12" minimum risers. Lids must have a hinged inspection plate, centered over meter. Plastic #2 in planter area. W -11 Tapping Tee: refer to Section W.3.35. Tapping Valve: Mueller T- 2360 -16 or approved equal. Valves to be complete with valve box. Rich or Olympic Foundry with 18" top section. Meter Valves: Mueller A- 2370 -6 with hand wheel or equal. One on each side of the meter. The valve shall be set upright with the highest point being eight inches (8 ") to ten inches (10 ") below finish grade. Pipe Material: Ductile Iron Class 52. Pipe to be bedded in pea gravel, sand, or crushed rock (3/4" minus or smaller). Swing joints must be installed at the tapping valve, at the meter valve, and at any change in direction of the service line when using galvanized pipe. Concrete thrust blocks and steel tie rods will be used at any change in direction of the service line when using ductile iron pipe. Bypass Assembly: Service must be installed with a 1 -1/2" meter bypass assembly. Flange spacing for bypass will be 13 -1/4 ". Meter Box: 3'x4' vault, depth shall be a minimum of 28 ". The bottom of the box shall be below the bottom of the meter. A 1/4" diamond plate traffic lid shall be installed. A hinged inspection plate is to be installed over the meter register for meter reading, with meter 7 " -9" from top of inspection plate. 6" and larger 1. Tapping Tee: Refer to Section W.3.35. 2. Tapping Valve: Mueller T- 2360 -16, or approved equal. 3. Meter Valves: Mueller A- 2370 -6 with hand wheel or equal. One on each side of the meter. 4. Pipe Material: Ductile Iron Class 52. Concrete thrust blocks and steel tie rods will be used at any change in direction of the service line. W -12 4 W.3.5 HYDRANTS AND FIRE SYSTEMS Bypass Assembly: Service must be installed with a 2" bypass assembly. Meter Box: 4'x6' depth shall be a minimum of 28 ". The bottom of the box shall be below the bottom of the meter. A 1/4" diamond plate traffic lid shall be installed. A hinged inspection plate is to be installed for meter reading. INSTALLATION.. All fire hydrants installed within the corporate limits of the City of Tukwila shall be per City standard plans. Fire hydrant feed lines shall be installed at right angles to the supply main in conformance with the Hydrant Setting Detail (see City Standard Plans). Leads from the service main to the hydrant shall not be less than six inches (6 ") in diameter and not over fifty feet (50') in length. Hydrants, auxiliary gate valves and supply lines shall be installed to meet sound engineering standards per the NFPA. COVERAGE. Hydrants shall be placed so that a hydrant is within one hundred fifty feet (150') of a building, and that no point of a building (around its perimeter) is greater than three hundred feet (300') from a hydrant. Public fire hydrants shall be installed at a maximum spacing of three hundred feet (300') along City water mains. ACCESSIBILITY. Hydrants shall be in plain view for a distance of fifty feet (50') in the line of vehicular approach (free from shrubs, trees, fences, landscaping, etc.). SUPPLY. Hydrant supply lines shall be of such size and design as to provide the fire -flow as required by Appendix III -A of the Uniform Fire Code, Fire Flow Requirements for buildings and the City's comprehensive water design standards. W -13 PROPERTY LINE Materials: (All New) PVC — Min. schedule 35. Concrete — Where soli condltions permit and slopes are less than 15X. Ductile iron(polyethyiene encased) — peat or potential corrosion areas. Ductile or Cast Iron — justified due to scouring velocities or soil problems. Cover. 12" Min Cover required over all pipe. Slope: Min. 2X Max. 20X without anchors Anchor for >20X Plugged Clean Out (Total 90' requires Clean Out) Long Sweep a Bend Plugged Clean Out (Wye) (0 Show Address on Plan. 523 BIRCH ST. 4' Sewer Plpe Clean Out 6' Plug 10' Min. (Remove or FlII Existing Septic Tank) 6 X 6 X 4 WYE �� — 6' SEWER PIPE INSPECTION TEE AT CITY R/W UNE STREET Soil Plpe Adopter 8' or LARGER MAIN SEVER Sanitary Sewer Must Be 18 Below Water Line When Crossing. Test Tee & Clean Out Detail WIRVIVEMWM 18" 18" Min. Cover unless extended to Grade. 30" UNE Use Saddle for Existing Main. ■ City of Tukwila DATE: 11/22/96 CiiY R/W SANITARY SIDE SEWER MOO. wet . SS -1 • ■ 1/8" Raise — 1/2" Wide Border 10" it \�\� \�� \`� \� ����1 i►� D" 8 3/4" 1 1/4" ,._ 7" 7 3/4" 8• 15" — Cast Iron Ring And Cover 3/4" Squares Spaced -3/4" N Indicated -Ht 1/8" 2 7/8" 4" Fibre Joint Packing Pipe Material N Specified By The Engineer Side Sewer City of Tukwila 12' 01 Finish Grade Plug 4 3/4' CLEAN -OUT DATE: 11/22/96 SS -2 Mat to wale, Sieve Size % Passing 3" 100 1/4" 25 Min. IF 40 40 Max. # 200 7 1/2 Max. Sand Equivalent • 35 Min. Sieve Size % Passing 3/4" 100 3/8" 95 -100 #8 0 -10 #200 0 -3 Sand equivalent 35 Min. DIMENSION CLASS A CLASS 9 4"MIN 4"MIN, 27 "Ac a 1/4 I.D. 12"MAX under 6 "MIN, over 27'1.0. b 1/4 0.D. 1/2 0.D. c 3/4 O.D. 1/2 0.0. Sidefill Material (See Note) Bedding Material, Type I, Rigid, See Gradation Table Foundation Level J w Umit of Pipe Zone Akemate Laid —back 6" Trench BEDDING FOR RIGID PIPE IN TRENCHES Notes: 1. Provide uniform support under barrel. 2. Hand tamp under haunches. 3. Compact bedding material to 9576 MAX density except directly over pipe, hond tamp only. 4. Make surface of bedding level, or slope up away from pipe. 5. Trench width(W) —Pipe I.D. plus 24' Max. for pipe 24" I.D. or smaller. —Pipe I.D. plus 35' Max. for pipe larger than 24" I.D. —The pipe zone will be the actual trench width, except that for Class A bedding, the Min. concrete width shall be 1 1/2 I.D. + 18 ". 6. Sidefili materiel shall conform to backfiill except that rocks or lumps larger than 1" per foot of pipe diameter shell not be used. City of Tukwila Bedding Material Gradation Table Backfill Material Gradation Table ti PIPE BEDDING FOR SANITARY SEWERS Net to ale. DATE: 11/22/96 SS -11 i MATCH EXISTING STREET' SECTION (SEE PAVEMENT P ATCHING STANDAR PLAN) BACKRLL.• 5/8 MINUS CRUSHED ROCK UNLESS OTHERWISE APPROVED BY THE CITY. 1.3 X 'DepthlMax. Width) MIN 3' & MAX 6' , NOTE ALL BACKFILL SHALL BE COMPACTED TO 95% OPTIMUM DENSDY. mIN. — 0.0. + 24* (MAX. WIDTH) TRENCH BACKFILL STREET R/W W S -10 NO Hai ■ FOGTTTE /1 3/4', FOGTTTE #2 -1" CONCRETE METER BOX TRAFFIC UD WHERE REQUIRED PLASTIC IN LAWN OR STEEL IN DRIVE AREAS FINISHED GROUND UNE • A ~ TO NEW MAIN 24' City of Tukwila BURY IN SAND TYPE K COPPER METER TO BE INSTALLED BY CITY NOTE: 1. SINGLE SERVICE LINES ARE 3/4" TO 1" DIAMETER(CTS). 2. EQUAL MATERIALS MUST BE APPROVED BY THE CITY. 3. COPPER SETTER FOR SERVICES WITH MULTI - RESIDENTIAL EQUIVALENTS AND ALL COMMERCIAL SERVICES SHALL HAVE A BY -PASS WITH A VALVE WITH PADLOCK WINGS. 4. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS. WHERE POSSIBLE. 5. SAND BEDDING MATERIAL SHALL 8E USED TO BACKFILL AROUND CORP STOP AND SERVICE LINE. - TYPE K COPPER PIPE - PVC - POLY ETHYLENE POSSIBLE PARTS LIST: 3 - 1" COUPLINGS MUELLER 110 X ANGLE STOP 1 - 1 " OR 3/4" CORP STOP RP X 110 1 - 1" OR 3/4" X 2 BRASS NIPPLE v. 1 - 1/4" X 1" OR 3/4" BRASS BUSHING 1 - TAILPIECE X 110 RESIDENTIAL WATER METER DATE: 11/22/96 Nat to wale, WS -18 wur1111■■+aRrw PLASTIC HINGE LID NOTES; USE BROOKS #1017-12 W/METER READING COVER OR EQUAL COVER MUST DISPLAY "W.M." OR EQUAL PLASTIC BOX ALUMINUM HINGE LID PLASTIC LID CONCRETE LID City of Tukwila WATER METER BOX 3/4" Kok to goals. DATE: 11/25/96 WS-13 MITINIMOWIITONOMMAI NOTE: Use — Fog Tite #1 D or Equal OFC #51 1 — City of Tukwila 3/4" WATER METER BOX IN DRIVEWAY/ROAD SHOULDER. DATE: 11/22/96 VS-14 City of Tukwila Fire Department Fire Department Review Control #D97 -0020 April 16, 1997 Re: Stensen Construction Lot 20 - 14258 54th Place South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Every building shall he accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn- around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) 2. For short plat development (four single family homes or less), hydrants shall he placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. The hydrant must flow a minimum 1000 gpm at 20 psi residual pressure. 3. Fire hydrants shall conform to American Water Works Association specifications C- 502-54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 4. All required hydrants and surface access roads shall he installed and made serviceable prior to and during the time of construction. (UFC 901.3) 5. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 57$4439 City of Tukwila Fire Department Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 6:: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from . the. street. Numbers shall contrast with their background. (UFC.901.4.4) 7. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 8. You are required to install a street sign for your private access road (54th Place South). Contact Ted Freemire at. 433 -1860 for details. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc:. TFD file ncd John W. Rants, Mayor Thomas P. Keefe; Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Department of Community Development April 2, 1997 Mr. Lee Stenson 144 Southwest 153rd Street, #C Burien, Washington 98166 Dear Mr. Stenson: SUBJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D97 -0022 Stenson Construction S 144 St & 55 Av S - Lot 20 This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 29, 1997, was re- reviewed at the April 1, 1997, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Kelcie J. Peterson Permit Coordinator File: D97 -0022 PRE 96 -044 FILE COPY John W Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 (,, CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: /2l 147 PLAN CHECK/PERMIT NUMBER: p y7 z 2. PROJECT NAME: '7rAi5 �i�tsZ�vca�a�! PROJECT ADDRESS: 1 /i'i G07 Zd CONTACT PERSON: / //X/ REVISION SUMMARY: Aus SHEET NUMBER(S) / '/l' "Cloud" or highlight all areas of revisions and date revisions. PHONE: Fit dtIVtU CITY OF TUKWILA MAR 2 7 1997 PERMIT CENTER SUBMITTED TO: CITY USE ONLY 3/19/96 February 4, 1997 Mr. Donald G. Atwood 4316 - 30th Avenue Southwest Seattle, Washington 98126 Dear Mr. Atwood: SUBJECT: Development Permit Application Number D97 -0022 NOTICE OF INCOMPLETE APPLICATION Stenson Construction S 144 St & 55 Av S, Lot #20 Planning Division: W.taitAii.;L'AXX041: WilK City of Tukwila • Contact John Jimerson, Associate Planner, at 431 -3663 if you have any questions regarding the following comments. FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 29, 1997 was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Planning Division must be met. 1. Submit geotechnical analysis for development on steep slopes. Contact Gary Schulz, Urban Environmentalist, at 431 -3662 for level of detail needed. Need to show all trees on slopes of 20% or greater. If any trees with a trunk diameter of 4" or greater are to be removed from these slopes, c complete tree permit application must be submitted. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 nclosure r(A,sMpas.k Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be sublect to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge Is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at 684-1740. (Please print or type) Owner's Name (Last, First, Middle Initial) Property Tax I.D. Number Property Legal Addres Subdivision Name L, •elF-c1 Subdiv. # Lot # Building Name (if applicable) Property Street Address City, State, Zip ' /L -Gv /« Owner's Mailing Address (If different from above) Owner's Phone Number ( ) Property Contact Phone Number ( ) Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District Date of Connection: Side Sewer Permit # Residential Customer Please check appropriate box: Equivalent (RCE) lir Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A In addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmissio• •f core eq dat -,f•' determination of a revised capacity ch ____l_ 27/4'7 rge. Date Signature of Owner /Representative Print Name of Owner /Representative nev m -.. a voat t4.iM_wMi. WIwKn !t « ^Jn.irx.a.•yrcr +zmtriw��Y• it4Gt. SY. Tt�. fJ+ ff.' 37. Ywr.M5111�...�4�lTN••VkM7N/'.!+ Block # White - 4 �a<rzrt ... v! rakett r*uVfl'•4xtnl!c«w¢aulu'frol merle trAlteeAte 1.0 1.6 2.4 3.2 atiViZTEIttt COMPLETE COMMENTS • REVIEWERS INITIAL A• cwd • COPy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER q1 oaaa DATE 8 97 PROJECT NAME 51G n5O() Co (rtiGl'/ Za DEPARTMENT: eV is ion 0 BU�II..DING DIVISION F PR PLANNING DIVISION 6-1 cb ,1t�'�(� IJ 1 � - � i �1:�f I� (1 -1 -c' 7 PUBIC WO RKS STR PERMIT COORDINATOR al C('1') 1L DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE TUES /THURS ROUTING: PLEASE ROUTE E. NO FURTHER REVIEW REQUIRED 0 ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) DATE DATE DUE DATE 8 -17-97 NOT APPLICABLE DUE DATE 8 .07411 . 17 APPROVED 0 APPROVED W/ CONDITIONS E. NOT APPROVED (attach comments) Ei REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F APPROVED W/ CONDITIONS N DATE DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. : + PLAN REVT.W / ROUTING SLIP 0:t. 910 Oeitit DATE 811/97 PROJECT NAME 51en,pf Con /'o - L 26 DEPARTMENT: t�e°' 5 ion / ACTIVITY NUMBER BUILDING DIVISION • PUBLIC WORKS n STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) COMIYIENTS ' TUES /THURS ROUTING: PLEASE ROUTE REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED C:ROUTE -F REVIEWERS INITIAL N FIRE PREVENTION n NOT COMPLETE E CORRECTION DETERMINATION: APPROVED C APPROVED W/ CONDITIONS ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE 51 ` 4 1 k PLANNING DIVISION. _ PERMIT COORDINATOR DUE DATE 8 - I -, NOT APPLICABLE NO FURTHER REVIEW REQUt ED DUE DATE 8-01a •. 7 APPROVED W/ CONDITIONS$. NOT APP OVED (attach comments) L__J DUE DATE NOT APPROVED (attach comments) REVIEWERS INITIAL DATE (Certification of occupancy required. ir.rMYYYea/Mt+n1�11VMWMNn wYntAl(01 V.0.14E141re thOM BUILDING DIVISION C PUBLIC WORKS REVIEWERS INITIAL REVIEWERS INITIAL APPROVED C:ROUTE -F TUES /TIIURS ROUTING: PLEASE ROUTE APPROVALS OR CORRECTIONS: (ten days) APPROVED APPROVED WI CONDITIONS CORRECTION DETERMINATION: APPROVED W/ CONDITIONS DATE DATE PLAN REVT.W / ROUTING SLIP ACTIVITY NUMBER q 1- o aaa DATE Si! i- 97 PROJECT NAME 51enwn Con ci'/'on W T 2� DEPARTMENT: ��� `� ��n / FIRE PREVENTION al PLANNING DIVISION' ❑ STRUCTURAL E PERMIT COORDINATOR E DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 8-1 COMPLETE n • NOT COMPLETE C NOT APPLICABLE COMMENTS Pre b'� !t �a • � 12 ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) NO FURTHER REVIEW REQUIRED rfri/f) REVIEWERS INITIAL, DATE I DUE DATE et. .17 7 NOT APPROVED (attach comments) i DUE DATE NOT APPROVED (attach comments) (Ccrdficadoa of occupancy rcquircd. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER ) 91-1092a DATE 8/1 PROJECT NAME Co 5i'l On n t or) - OV at a is ion / DEPARTMENT: BUILDING DIVISION PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED ROUTED BY STAFF REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F Ti L N FIRE PREVENTION n STRUCTURAL NOT COMPLETE n (If routed by staff, make copy to master Otte & enter Sierra.) r 11 1 APPROVALS OR CORRECTIONS: (ten days) DATE ( DATE PLANNING DIVISION' PERMIT COORDINATOR E DUE DATE 8 -Ig97 NOT APPLICABLE DUE DATE 8 • 17 APPROVED n APPROVED W/ CONDITIONS n . NOT APPROVED (attach comments) r CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS DATE DUE DATE NOT APPROVED (attach comments) (Ccrtiacadoa of occupancy required. ) PLAN REVTW / ROUTING SLIP ACTIVITY NUMBER q 1 OQ DATE 5 97 PROJECT NAME 5l15Ofl Con cfl - 441 26 Reuses ion / DEPARTMENT: BUILDING DIVISION C FIRE PREVENTION E PLANNING DIVISION' PUBLIC WORKS II STRUCTURAL C PERMIT COORDINATOR DETERMIN • r�rxa��� rx: X : COMPL r COMMENTS'`'' TUES /TT: URS ROUTING: PLEASE ROUTE ' r , ROUTED BY STAFF REVIEWERS INTrIA.Vp i r k / OF COMPLETENESS: (T,Th) DUE DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED ( I APPROVED WI CONDITIONS REVIEWERS INITLAL C:ROUTE -F NOT COMPLETE (ILrouted`6ystaff''make copy to master file & enter Sierra.) � DATE C.C. -✓ DATE CORRECTION DETERMINATION: APPROVED ' ! 1 APPROVED W/ CONDITIONS NOT APPLICABLE NO FURTHER REVIEW REQUIRED C REVIEWERS INITIAL DATE 8 -1y DUE DATE 8 / 7 NOT APPROVED (attach comments) L_. 9 7 DUE DATE NOT APPROVED (attach comments) (Certificatioa of occupancy rr:quircd. ) • ... �:1. ni L: f* dN 'i "�i.�h`•uk::;�h'tt1n.'Xi.r, u,� +; DATE: Bldg. REVISION SUMMARY: - L Planning �m. w rzt= m�+ v. r.- an.. r..+..F... wwa; sr+.. m. �« awaw. �... n.. ww.. r. µ.......... w.. w........ w..... o.:... w..., �.. w......,. �.•....,. CITY OF LKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: iD "I - 7 " (1)0 c PROJECT NAME: 3 Te n coon Con 3 C.+ I on PROJECT ADDRESS: 3 L) P I CONTACT PERSON: PHONE: 0 Revised site plan; structural calculations; approved drainage plan; RECtivt CITY OF TUKWILA F. LEE STENSON, INC. 144 S.W. 153rd UNIT C DURIEN, WA3HINQTON 98166 pCRMIT CENYFR FLEESI *122CA - 431 -5159 MOBILE SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY Fire Public Works 3/19/96 ACTIVITY NUMBER D97 -0022 PROJECT NAME STENSEN CONSTRUCTION - LOT 20 DEPARTMENT: BUILDING DMSION FIRE PREVENTION PLANNING DIVISION PUBLIC ORKS S TRUCTURAL El P COORDINATOR . 1- at ki)} Deod i 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 4/01/97 COMPLETE gl NOT COMPLETE ❑ NOT APPLICABLE ❑ COMMENTS REVIEWERS INITIAL APPROVED ❑ REVIEWERS INITIAL C:ROUTE -F P'Qrwg! CD'4%ro, Cp�j PLAN REVIEW / ROUTING3�,IP APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS CORRECTION DETERMINATION: DATE DATE DATE 3/27/97 TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) t I DUE DATE 4 15/97' NOT APPROVED (attach comments) Cart -' +tcn Le er: \Tf,lIe C - roo REVIEWERS INITIAL DATE DUE DATE APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 (Ceniticadon of occupancy required. P i,U . t? ti• .. i.i'18M''xttWU.i�oxtixavxs' PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0022 REVIEWERS INITIAL APPROVED I:] REVIEWERS INITIAL C:ROUTE -F PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS REVIEWERS INITIAL STENSEN CONSTRUCTION — LOT 20 DETERMINATION OF COMPLETENESS: (T,Th) - COMPLETE NOT COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: FIRE PREVENTION ❑ STRUCTURAL DATE 4 DATE 4 1 � GL� DATE DATE 3/27/97 PLANNING DIVISION ❑ PERMIT COORDINATOR ❑ DUE DATE 4/01/97 NOT APPLICABLE ❑ I 2 DUE DATE 4/15/97' APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments p DUE DATE APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Cerritadon of occupancy required. ) ' ' • " "'• •-• , * PLAN REVIEWER: An initial Building Division review has been completed on the subject projects. The following corrections are required to complete this Divisions plan review. 1. The proposed plans do not provide an adequate prescriptive brace wall panel design as required by U.B.C. Chapter 23. Specifically the East or garage door side of the buildings will not comply with the "unusually shaped building" requirements noted in U.B.C. Section 2326.5.4. Therefore, a structural engineered plan design in accordance with U.B.C. Section 1603.3 will by required for the brace walls. No further comments at this time. BUILDING DIVISION COMMENTS April 8, 1997 Stensen Construction Lots 19 & 20 permit applications D97-0020 and D97-0022 Ken Nelsen, Plans Examiner (206) 431-3670 COMPLETE p COMMENTS REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0022 PROJECT NAME DEPARTMENT: BUILDING DIVISION ❑ PUBLIC WORKS STENSEN CONSTRUCTION — LOT 20 FIRE PREVENTION STRUCTURAL ❑ I DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE ❑ T1 ES /THURS ROUTING: PLEASE ROUTE El NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED p APPROVED W/ CONDITIONS REVIEWERS INITIAL Ni, Ck OI k CORRECTION DETERMINATION: DATE DUE DATE 4/01/97 NOT APPLICABLE p DATE NOT APPROVED (attach comments) 0 Lilicptcn DATE 3/27/97 PLANNING DIVISION PERMIT COORDINATOR p DUE DATE 4/15/97 REVIEWERS INITIAL DATE DUE DATE APPROVED 0 APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) (Cenifieadoa of occupancy required. ) ACTIVITY NUMBER D97 -0022 PROJECT NAME PLAN REVIEW / ROUTING SLIP DEPARTMENT: BUILDING DIVISION ❑ FIRE PREVENTION ❑ PLANNING DIVISION PUBLIC, WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE El NOT COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE kl NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED C:ROUTE -F REVIEWERS INITIAL CORRECTION DETERMINATION: DATE DATE DATE 3/27/97 DUE DATE 4/01/97 NOT APPLICABLE ❑ DUEDATE 4/15/97' APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) ❑ AV-21027 r DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE (Certification of occupancy required. ) .';• `� ACTIVITY NUMBER D97 -0020 PROJECT NAME STENSEN CONSTRUCTION — LOT 19 DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS PLAN REVIEW / ROUTING SLIP i DATE 3/27/97 FIRE PREVENTION ❑ PLANNING DIVISION ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE REVIEWERS DUE DATE 4/01/97 NOT COMPLETE ❑ ' NOT APPLICABLE ❑ ROUTED BY STAFF ❑ (If touted by staff, make copy to master file & enter Siena.) DATE Li(( 9 NO FURTHER REVIEW REQUIRED ❑ APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ REVIEWERS INITIAL C:ROUTE -F APPROVED W/ CONDITIONS ❑ DUE DATE 4/15/97 NOT APPROVED (attach comment CORRECTION DETERMINATION: DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE (Certification of occupancy required. ) l ACTIVITY NUMBER PROJECT NAME STENSON CONSTRUCTION — LOT 20 DEPARTMENT: BUILDING DIVISION ❑ FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR 9 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 1/30/97 l uot Plannfj COMPLETE ❑ NOT COMPLETE la I NOT APPLICABLE • J1 40 ■ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL P ■ Goortiinortor Copy PLAN REVIEW / ROUTING SLIP D97 -0022 DATE DATE 1/29/97 I I APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL CORRECTION DETERMINATION: C:ROUTE -F DATE DUE DATE 2/13/97 DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE (Cerdlicadon of occupancy required. ) COMPLETE :t 2ti a VA04 ACTIVITY NUMBER PROJECT NAME REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP D97 -0022 STENSON CONSTRUCTION — LOT 20 DEPARTMENT: BUILDING DIVISION FIRE PREVENTION ❑ PLANNING DIVISION El PUBLIC WORKS t l STRUCTURAL ❑ PERMIT COORDINATOR ❑ t J DETERMINATION OF COMPLETENESS: (T,Th) COMMENTS TUES /TFIURS ROUTING: PLEASE ROUTE ;I'XI NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F DATE 1/29/97 DUEDATE 1/3o/97 NOT COMPLETE ❑ • NOT APPLICABLE ❑ DATE I _.3" *? DATE DUE DATE 2/13/97' APPROVED I I APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) DATE DUEDATE APPROVED I I APPROVED WI CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) Ap,7?p v�+4rztt�;!�i REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION 0 PUBLIC WORKS D97 -0022 STENSON CONSTRUCTION — LOT 20 DETERMINATION OF COMPLETENESS: (T,Th) APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: FIRE PREVENTION t� PLANNING DIVISION r STRUCTURAL El PERMIT COORDINATOR Q t 4 COMPLETE NOT COMPLETE El NOT APPLICABLE 0 COMMENTS ( -e/ /� ` ev A dry' c w ✓ c - TUES /ZHiURS ROUTING: PLEASE ROUTE In NO FURTHER REVIEW REQUIRED ROUTED BY STAFF u (If routed by staff, make copy to master file & enter Sierra.) DATE DATE DATE 1/29/97 DUE DATE 1/30/97 DUE DATE 2/13/97• APPROVED n APPROVED W/ CONDITIONS 111 NOT APPROVED (attach comments) Q a DUE DATE APPROVED (n APPROVED WI CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE (Certd&iadoe of occupancy required. • �Ait rosrruc ..rnrc «. n: >r.- ..•rv: ACTIVITY NUMBER D97 -0022 PROJECT NAME STENSON CONSTRUCTION — LOT 20 DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION 1111 PLANNING DIVISION ❑ PUBLIC WORKS STRUCTURAL El PERMIT COORDINATOR 0 1 J DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE COMMENTS • ic) , ,t,Q W c Z t c , r auai luh llt � i 1 RW hc. W wk$ TUES /THURS ROUTING: PLEASE ROUTE gl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL I I APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS E. NOT APPROVED (attach comments) Q REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED U APPROVED W/ CONDITIONS C:ROUTE -F �f.iwl : %ti1A'J�(n2W.:1:fKM. CR1ionls. 714,:.147xnVot, irelvscrOIX.R"1!.':f 'or PLAN REVIEW / ROUTING SLIP DATE 007 DATE NOT APPLICABLE Q REVIEWERS INITIAL DATE resau n .s,.Y. ws.h-tNJhn /•MAtrI'cWtereci Wl4 s.Nik. lN3Ml'LNflflli D 1/29/97 DUE DATE 1/30/97 DUEDATE 2/13/97 • DUEDATE NOT APPROVED (attach comments) 0 (Ccrdtiudon of occupancy required. ) f.^ :v'4VSW.f' /t1'.Y�7NSY!?�✓ \%S.Y� !iweww.«e... M1KH.t'.w�uttin�i.l+ww.H.TraC'J I I ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 1/30/97 COMPLETE NOT COMPLETE NOT APPLICABLE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ‘ . q: 4 J NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF 11 (If routed by staff, make copy to master file & enter Sierra.) DATE ' 2 C l/1 7 REVIEWERS INITIAL REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP D97 -0022 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 2/13/97 APPROVED I I APPROVED W/ CONDITIONS E. NOT APPROVED (attach comments) CORRECTION DETERMINATION: STENSON CONSTRUCTION — LOT 20 DATE DATE 1/29/97 FIRE PREVENTION PLANNING DIVISION' STRUCTURAL El PERMIT COORDINATOR 0 DUE DATE APPROVED I I APPROVED WI CONDITIONS fl NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE C ;ROUTE -F (Certification of occupancy required. ) } ,,: URRI. RI Pips 0' a- LARGE RAIN SEVER City of Tukwil Test Tee .6t Ctenn Out Detnii 82SS DATE: 11/22/96 SANITARY SIDE SEWER NOTE: BEDDING FOR RIGID PIPE IN TRENCHES tztrtr.z _ Cast Iron Ring And Cover DISIDISION CLASS CUSS 3, f a /SOO IOC Votilonga 3 100 SCO City of Tukwila 42ral rik DATE: 11/22/99 SS-1 1 - ZIG:Ras F.. City of Tukwila CLEAN—OUT DATE: 11/22/96 SS-2 S.3.52 S.3.53 S.3.54 0 City of Tukwila 2/4" WATER HEM BOX IN aRTVEITAY/ROAD SIIOUIDER DATE: 11/22/96 vS-14 Side sewer connections Imo Me699 interceptor sewer lines shall be allowed only by written perrbession 690111 MeSEO. The Coy will be the agency .999h which permits 1,11 be obtained for such connections. The Perminee is responsible for all coordinations with Ikletra for necessary inspections and approvals. 9.3.51 Sewer Pipe. Materials allowable for sanitary side benver cons.ction are plastic (PVC min.orn schedule 35), roncrete where soil conditions permit and slopes are less than 15%, ductile iron pipe, or PVC pipe where its use is justified due to scou.g velocities or other special soils foundation problems exist. Ductile iron pipe placed in peat areas or areas 96 902661661 corrosion shall be polyethylene encased. Anchors shall be installed Rover 1532 slope. All side sewers shall be a minimum diameter of six inches (6"). Residential side sewers may be reduced to a minimum of four inches (4") from the probe, fine to the building. Slope. All sanitary side sewers shall be laid on not less than two percent (2%) grade, nor greater than one vertnal to two foot horizontal. Separation And Depth. The side sewer shall not be less than sixty inches (60") from any building, except at We point of entry. Where the sewer is below the building foundation, the horizontal distance from the foundation mbet be equal or g,rea• -.- than the vertical separation. ilopipe shall 002 6906 less tha..n nye, ve inches (12") of cover inside the property hne. Clean Ouw. All side sewers shall hrve clean outs located at o. hundred foot ((00') intervals at propeny lines. and at the termination of the sewer at the building, and ail vertical or honzontal bends in the pme 01 916699 degrees (90°) or greater The maximum length of a six inch (6") side uwer shall be one hundred fifty feet (150'). 3. WA-te■F- Water mains crosRng sewer shall be laid to provide 915115151199 vertical distance of eighteen inches (28") benveen the outside of the water main and the outside of the sewer. The water main shall be located above ths sewer. At crossings, one full length eighteen fee• (18') of water pipe sh. (1 be located so both jobets will be as far Rom the sewer be possible. Special s.ctural support for the water and sewer pipe may be required. Surface water crossing, A minimum cover of four feet (4') shall be provided over the pipe. When crossing water courses which are greater than fifteen feet (151 in width, the following shall be provided: A. The pipe shall be of specibe construction having flexible watertight join.. B. Valves shall be provided at both ends of water crossing so that the section can be isolated for testing or repair; the valves shall be easily accessible, and not subject to flooding, and the valve closest to the source shall be in a manhole. C. Permanent taps shall be made on each side of the valve witfin the marthbee to below insenion of a small meter for testing to determine leakage and for sampling purposes. State Department of FOheries approval is required for any stream crossing. The Developer shall apply for and receive approval prior to cons.ction. Tali,. Tapping tees for - size-on-size" shall be of the fidl encirclement "mechanical joint" style, and shall be made of either cast or ductile non. Mueller or other approved equal. Tapping sleeves for who. lian "size-on-size" shall be "mechanical joint" or "epoxy coated fabricated steel". Fabricated steel sleeves shall be constructed of ASTM 285 grade C 916146s2 A.36 steel, with 616 bonded epoxy coating to AWWA C213-79. Painted coatings are not acceptahle. Sleeves shall have a machined groove for maintaining gasket position. All sleeve hardware shall be stainless steel, specifibetion 18-8 Type 304. (CM brand or other approved equal. Ffisoking. All Tees, plugs, bends and hydrants shall be provided with reaction blocking per the City's standard plans. Tie rods or joints designed to prevent movement may 3.12O be required. 01,01212 9( originate from a commercial batch plant. AR tie-robe shall be painted with a bituminous coating. DOMESTIC WATER BERYICELHEARX All domestic and/or industrial cobeumption of water, except for fire-Mtes, shall be altIelred. Water SerVICe , OnileCtIOrLS and Numbing shall conform to relevant Sea4e/Y.11g County plumbing codes and City of Tukwila standards. AN domestic water service concoctions reqbere an approved water meter permit from the Public Works Department. 1. • Single family residential water service connections shall be a minimum of three-fourths inch (3/4") and use copper 151212 type K from main te meter w/o joint and materials benveen meter and hobee must be approved by the current Seattle/King County Plumbing Code. 2. Water service connections to other than slops 14142( 0232•d611(4 shall be a minimum of one inch (1") type K copper Irani main to 2, meter w/o joun. Water services to be connected to an existing, in-service, water main, shall be made by a Wettap. The costs (labor, supplies, and equipment) for the completed installation shall be reponed on the bill of sale form be a conditton of acceptance of the onstallanon. M'Landll Concrete blocking shall be cbet in place. Blocking shall bear against fittings only and shall be clear ofjoints so be to perrnit dismantling at the joint. Bukfilling shall not occur until the blocking obtains 3000 psi strength. AR finings shall be wrapped with plastic sheeting. m Al a. 1 i zre an be rated , preSSUre of MCC the 1. Tapping Saddle: Single strap Rockwell, Mueller, or approved equal (iron pipe .ead). 2. Corporation Stop: Mueller H-I0013 or approved equal 3. 992:0(6 610p' Mueller H-14258. Meter tbel piece shall contain angle cheek valve. 4. Meter Setters Mueller H-1470-2 or approved equal, set four inches (4") 20 60 inches (6") from finished grade. 5. Pipe: Type K copper tubing. 6. Meter Box: Olympic Foundry 9511 or approved equal for 3/4" meters. #2 Fogtite or approved equal for 1" meters. ((66(6 152161 boxes may be used in Imdscape areas ordy. Solid steel 1/2" diamond plate lid is required in traffic areas. Permit N FILE COPY understand that the Plan Check approvals are .iohect to errorS and omissions and approval of 011,115 does not authorize the v,olation of any ',looted code or ordinance Pecetpt of con- ,r,ctor's copy o 9roved plans acknowledged. By Data ALA- • 1=1 AFP o?K. LocATIor/ F PRIvEldAY _ p (3 TbiA0 Tb BE RE/vovED A-ND RFPLA tvALyc • — — MO . 24- 15 iEwEik Co riNEc PE R iN4 TAtibistiktvi These pans have been reviewed by the Pubic Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final a is subject le field inspection by the P, I Wo ks utilities Inspector. Date: 3)15rEor:2 -11 Li vt Pi-K- wistosam,fp., 114 —14 — 142._ 1,4cer gi p 022 Ct7 1.0.1 r IL- 0 _ - cep H-& 1-1- - (1--1 14wi LA ITtJTh Gr_141 *TL 14115L 7o6i 'J1 t7A-P17-5. - ro H Pnf(1--1 00/316620 'IN ( 4151 1 5 1 -1 4 1 1 - 4/k 91 8 rowri1 PERMIT CENTER -+ Oaa,Z.. AA �. \ \ le\ P% dl c /6' -0 RECEIVED SEP 1 1 1997 TUKWILA PUBLIC WORKS r V Os o74- ,5- 3 / .st MAX /• ,C /-i 4 ,4 - 44,p— ("A -A iS-B SIC - 00 1. 38 " /J- j canon/ � /t y0 RECEIVED SEP 1 1 1997 TUKWILA PUBLIC WORKS ti6' 31 l_ Z9'l3l -- - 7 .,..... - i� 1'Eil.1 ti 'LLL '171: 8 l I — L r0''bLl 1 -r.... -,,- ,o'` ,,- -..- • ,-„,.. e` r , "-_,,-•. 1 .... - .: _ -, ' ‘1 ' rft t4 4 r -- 3 Nt N S.L. BOX TO BE ADJUSTED TO CITY REQUIREMENTS cJ z 190 180 DATUM EMIT 170.00 /7— 00 3 o+1 0 1 CO 5n 0° cji C( 2 0 4 ' 0+00 0 C) rn —I V) 00 11: TYPE I STA:1+04.40 RIM= iE ow:1683f, ROOF AIN STUBS' • SLOPE 0 •2:"I MAX FROM PAVEMENT EDGE TO EASEMENT BOUNDARY UTILITIES ,-ASS CAP SURF. MON. AT 55TH AVE S AND S 144Th STREET DIST. - - 132.11' TO CENTERLINE OF DRIVEWAY cc co C5 EXISTING FACE OF CURB INSTALL REVERSE SLOPE DRIVEWAY SEE DETAIL <NI 0 r .00 0+20 RI STA = 0+46 PVI ELEV = 181.24 A.D. = -14.00 K = 25.00 vc I 0+40 0+60 15 A PORTION OF SEC. • 14, T. 23 N., R. 4E., W. M. CITY OF TUKWILLA,- -KING COUNTY, WASHINGTON '-;#ALL HAvE crri CAaNi • P-TIVE Ako VEr.; R 0 vE NOTE:_ IF SLOPE EXCEEDS 20% 2 CONCRETE. ANCHORING OF PIPE !MI-L. BE NECESSARY PIPE SLOPE IS 2% •MIN.) " MAINTAIN A N.INItitUM OF 2 FEET OF COVER OVER PIPE. • 10' SANITAR'i • SEWER, SLOPE & ACCESS EASEMENT N GARAGE F.F.=.181.0 APPROXIMATE HOUSE LOCATION 0+80 DAYLIGHT AT ED OF EXISTING - DITCH SLOPE 21 MAX . . FROM BOTTOM_OF WALL TO PROPERTY LINE PVI STA = 0+90 5 PV! ELEV 174.64 '8 A.D. 9.00 + K2.22 F 4- -20.00' VC N ;11"J., A 1+00 fi) - 5 - 1+20 APPROXIMATE LOCATION OF EXISTING DR,AINAGE- DITCH -CLIN 5.4111 AVE" SOLITH (NOT 1MPROVED) QUARRY SPALL PAO 6" VALLS 16' DEEP TRPt RP,c) DRAINAGE EAMMENT REC 15 11041/ —0642. 0 APPROXIMATE HOUSE LOCATION 1 kfOTES ANIS°Th-1',,ESR: CITY . OF TUKWILA 'ORM, ANCE 1755 1 SECTION 1.5 PARAGRAPH A LINE 1 -1- DRAINAGE REVIEW IS REQUIRED FOR ANY PROPOSED o i DEVELOPMENT THAT ADDS MORE THAN 5,000 SQUARE 0 , FEET OF NEW IMPERVIOUS SURFACE. PARAGRAPH 8 LINE 7 t" ---, RESIDENTIAL DEVELOPMENT (UP TO 4 SINGLE FAMILY LOT -- DEVELOPMENT), . EACH LOT WILL BE CONSIDERED A SEPARATE I I LAND USE DEVELOPMENT ACTIVITY FOR THE PURPOSES OF . -- w > I DRAINAGE REVIEW AND APPLICATION OF THRESHOLD "DESIGN ca ' 1--- -4 ---1 ,.. cli _I CB#1 TYPE I REQUIREMENTS OF THIS ORDINANCE. c, • 7 1 TOTAL COVERAGE FOR LOT 20 IS 3000 SF. STA: 1+04.40 TOTAL COVERAGE FOR LOT 19 IS LESS 160 FEET ON ACCESS ROAD AND VALI_ HAVE THE COVERAGE OF RIM. 173.78 IE OUT: it 69.78 La -- 1 t.ciart 2840 S 1 PROPOSEe GRADE AT CENTERLINE 1+40 6 1+60 IQ Fr ER SO4ENT a'c,tt--otig-07-0b4/3 1 BENEFIT L...ors ANOZ II 81 • ,20' • ACCESS '44D SEWER • EASEMENT 7? CZT1 OF TO 1‹ viT These plans have been reviewed by the Public Works Department for conformance with current City stand,ds Acceptance is subject to errors and which do not authorize violations of actop:se :_tandards or ordinances. The respors■bility for Ina adequacy of the design rests totally with the designer. Additions, deletions or revisions to these clrawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. •- :,,nce is subject to field inspection by ti , W rks utilitie pector. Dat ? By: VICINITY MAP LEGEND N. T. S. EXISTING E3 0 ( ) •stnch=5O It. POWER POLE FIRE HYDRANT WATER METER 0 LIGHT 0SL ST. LIGHT BOX EICABLE CABLE BOX CATCH BASIN DRAIN MH SANITARY MH MAIL BOX "Er SIGN o REBAR & CAP LS 10078 S MONUMENT AS NOTED (2) DECIDUOUS • MAPLE APPLE ALDER SILT FENCE CONTOUR LINE CONTOUR LINE GRAPHIC SCALE CEMENT CONCRETE CURB GRAVEL CONCRETE PAVEMENT PROPOSED LEGAL DESCRIPTION LOT 19 AND 20, BLOCK 2, A. G. BERG ADDITION TO TUKWILLA, AS RECORDED IN VOLUME 17 OF PLATS AT PAGE 14, RECORDS OF KING COUNTY, WASHINGTON. CITY PERMIT CENTER BENCH MARK KING COUNTY BRASS CAP SURFACE MONUMENT AT THE INTERSECTION OF S. 144th STREET AND 55th AVENUE SOUTH. ELEVATION 201.40 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 scare. Date: Job Na. Sheet No. • 1 6/27/97 97139 Cl 1 of 2 Sheets ,,,Jy1S GENERAL CONSTRUCTION NOTES. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE WASHINGTON DEPARTMENT OF TRANSPORTATION ( WSDOT) STANDARD PLANS AND SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND STANDARDS AND REQUIREMENTS OF THE LOCAL JURISDICTION. A PRE - CONSTRUCTION MEETING WITH THE LOCAL JURISDICTION /PUBLIC WORKS DEPARTMENT, SOUND ENGINEERING, INC. AND THE CONTRACTOR SHALL BE HELD A MINIMUM OF ONE WEEK PRIOR TO COMMENCING CONSTRUCTION. CITY INSPECTOR SHALL BE GIVEN 48 -HOURS NOTICE PRIOR TO THE START OF WORK. THE CONTRACTOR SHALL CONTACT THE LOCAL JURISDICTION'S PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL LOCAL UNDERGROUND UTILITY WORK BEFORE THE SYSTEM IS BACKFILLED, UNLESS OTHERWISE AGREED TO IN WRITING BY THE MUNICIPALITY. 4. A $ STREET CONSTRUCTION BOND IN FAVOR OF A LOCAL JURISDICTION SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO WORK WITHIN THE CiTY RIGHT -OF -WAY . THE BOND SHALL REMAIN IN EFFECT FOR ONE YEAR FOLLOWING APPROVAL AND ACCEPTANCE OF WORK BY THE CITY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, RAGGERS, AND ANY OTHER NEEOED ACTIONS TO PROTECT THE LIFE, HEALTH. AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WiTH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07.23 TRAFFIC CONTROL, SHALL APPLY IF WORK WITHIN THE TRAVELED RIGHT -OF -WAY WILL INTERRUPT NORMAL TRAFFIC PATTERNS. 6. ALL SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION. THEY MUST BE SATISFACTORILY MAINTAINED UNTIL THE POTENTIAL FOR ON- SITE EROSION HAS PASSED. 7. THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS UPON WHICH THE CONTRACTOR SHALL RECORD THE HORIZONTAL AND VERTICAL LOCATION OF THE AS- CONSTRUCTED IMPROVEMENTS. ACTUAL LOCATION OF EXISTING UTILITIES SHALL ALSO BE RECORDED. THE CONTRACTOR SHALL DELIVER THESE RECORD DRAWINGS TO SOUND ENGINEERING, INC. AT THE COMPLETION OF WORK. 8. iF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OFF WSDOT SECTION 2- 099.31318, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND SOUND ENGINEERING, INC. ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON.1NDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 ROW. 9. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR WORKER SAFETY AND ANY AND ALL DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM HiS OPERATIONS. NEITHER SOUND ENGINEERING, INC. NOR NOR THE APPROVING AGENCIES ASSUME ANY RESPONSIBILITY. 10. AN APPROVED COPY OF THIS PLAN MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 11. THE DEVELOPER OR CONTRACTOR, AS APPLICABLE, SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 12. UNDERGROUND UTILITY INSTALLATION OPEN CUTS THE WSDOT STANDARD SPECIFICATIONS, PARTICULARLY SECTION 7- 17.3(3) SHALL GENERALLY APPLY UNLESS OTHERWISE STATED BELOW. OPEN CUTS ON EXISTING TRAVELED ROADWAYS, i.e., UTILITY CUTS: A. iN TRENCHING THROUGH EXISTING PAVEMENT, THE OPEN CUT SHALL BE A NEAT -LINE CUT MADE BY EITHER SAW CUTTING OR JACKHAMMERING A CONTINUOUS LINE TRENCH SIDES SHALL BE KEPT AS NEARLY VERTICAL AS POSSIBLE. COMPACTION AND RESTORATION MUST BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH IS BACKFILLED SO AS TO CAUSE LEAST DISRUPTION TO TRAFFIC CEMENT CONCRETE PAVEMENT SHALL BE CUT ONE -FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO I7RE fI it S1RAIBALE ll 48 O.C. (71P) STEEL FENCE POSTS ELEVATOR NOT -TO -SCALE 2'x2'014 CA WELDED IMRE FABRIC OR EQUAL A FILTER FABRIC MATERIAL, MIRAR 100x OR EQUAL if 3/B° -3/4° WAS CRAVEL BURY FILTER FABRIC IN A GRAVEL- FTLLED TRENCH TEMPORARY SiLT FENCE SWRANBALLE JI I 1 END1'STURBED GROUND SECTION 8. IN CUTS PARALLEL TO ROAD ..; NGNMOLT' i. ALL TRENCH BA£KFI-L UAW ROADWAY SHALL BE PROPER-Y LINE MECHANICALLY COMPACTED TO 95% OF MAMA DENSITY EXCEPT FOR TRENCHES MORE THAN GMT-FEET ,II DEPTH AjTARY SEWER, THROUGHOUT T LENGTH OF ANY PIPE FILTI MANHOLE TO SL & ACCESS MANHOLE, S WHICH AMY PART iS MORE THAN EIGHT -FEET EASEMENT 10 DEEP, BACKFiU. AT DEPTHS ICE THAN FOtII EET SHALL BE "COMPACTED TO 9O% mfixpipmDEporrY $Y: TETHER WATER SETTLING OR MECHAI0cAl. comimC110111.. THE TOP FOUR- FEET OF TIE TRENCH LINE SHALL THEN BE MECHAi /ILLY COMPACTED TO 95 %. .ALL, DENSITIES SHALL BE SLt3K 24 MAX DETERI $ED WY TESTING SEEMED IN SECTION 2- TO'MATCH EXISTING 03.31141D OF WSDOT STA BXARO SPECIFICATIONS. GRADE 2. IN ANY TRENCH IN WHICH 96% DENSITY CANNOT BE ACHIEVED WiTIH "EXISTING IN. THE TOP FOUR -FEET SHALL BE REPLACED WITH = GRAVEL BASE AS SPECIFIED IN THE WSDOT STANDARD SPECIFICATIONS, SECTION 9- 03.10. THIS NEW MATERIAL SHALL THEN BE MECHANICALLY COiIACTM TO 95 %. C. IN CUTS TRANSVERSE TO ROAD ALIGNMENT: L WITHOUT FXCEPTTON; THE ENNTIIE :TRENCH SHALL BE BACKFILLED Watt GRAVEL SACKEI.t FOR PINE BEDDING (PEA GRAVED OR :,`RtISHELNSURFACING -TOP .COURSE; IEElING THE REOt9R€ NTS OF SECTIONS ;03 7213) AND 9 OF THE _ NSDO'T. STANDARD - SPECOAT:ORS RESPECTIVELY. WOO ( SHALL BE PAD AND COHS!ACTI . NEONAI Ai LY .I4 ONE - FOOT LETS ; ARTH :A LOCAL JI NC MINI EOTOR PFD, AFTER BACKFILL AND COMPACTION, AN INMATE TOLD MIX PATCH SHALL RE PLAOED AND MAI11TAR D I4.Jt_ MANS( ACCEPTABLE To T. LOrrAL UTEG'! `LIO■ OR .SOUND 84,, INC. ON ASPHALT PAVEMENT, A .PERM NOT :MX PATCH THE SAME THIOIOES,S_ AsS THE ORIGINAL ASPHALT OR A ANNIMOM ' TWOIICHES, Wi0C1EVEFi IS THE GREATER, SHALL BE PLACED AND SEALED WiTH A PAVING' GRADE ASPHALT WNW 30 CALEMJTMAR DAYS. CEMENT CONCRETE PAVES€_ .NT SHALL ETE RESTORED WITH AN E1SIT -SACK NIX; TIEING EITHER TYPE NOR TYPE N CEMENT, WHIM 30 CALENNAR DAYS. ' 13. ALL PIPE SHALL BE LAID QN A PROPERLY PREPARED FOUNDATION ACCORD NG. TO W$D0T $TANOARO. SP£FWICAT-i 7 -02:x. THIS SHALL NICLUDE AECESSARY LSVE iNG Of TALE TR BDTTOM.OR DE TOP OF THE FoUNDA'n i 1MATERiAL ArYE PLACEMENT AND CONPACTIIXE OF REQUITED BEDDING MATERIAL TO UNFORl4b -t1 TADE SO THAT THE f NTVTE LENGTH OF THE PIPE SHALL BE SIJPPO RTED ON A UNIFORMLY DENISE. UNYIELDING BASE IF DE MME MATERIAL IN THE BOTTOM OF THE TRENCH MEETS. THE REDIARE NTS FOR 'GRAVEL: BACKFILL FOR PEE WEDDING', THE FIRST 0r7 OF'PWE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL'(, TIE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED, AND COMPACTED TO FORM DENSE, WYE BASE 14. AFTER THE COMPLETION OF CONSTRRUCE;XON, ALL DISTURBED AREAS SHALL BE SEEDED AND AKILCIED -.OR OTHERWISE STABILIZED TO_•THE SATISFACTION OF TIC LOCAL JURISDICTION FOR THE PREVENTION OF ON -SITE EROSION: 15. PLANS SHOWING ALL PROPOSED UNDERGROUND UTILITIES MUST BE PROVIDED T A F TO LOCAL JkJRNSDNCTI PLANS A SANITARY ON OR W TER AND SA Y SEWERS. MUST BE PROVIDED PRIER TO THE PRECONSTRUCTION MEETING. PLANS FOR ALL OTTER .UTI-ITES'MUST RE PRQVIOED PRIOR TO THE PRECONSTRUCTION MEETING AND MUST SHOW THE LOCATION OF THiE MEASURES WHICH SHALL BE TAKEN TO PREVENT SOIL EROSION AND SEDIMENTATION. BOTTOM OF CUT /SAWED JOINT BB 75' INTERVAL A PORTION OF SEC. 14, T. 23 N., R. 4E., W.M. CITY OF T K ILL 3 KING COUNTY, WASHINGTON 1 EXTRUDED CEMENT CONCRETE ei I MOO NOT TO SCALE vvrai EXISTING GROUN VARIES 1' 4 H4, - CEMENT CONCRETE CURB, WSDOT SPEC. 8 -04 - 2' PVC f$ 40' INTERVALS AT LANDSCAPE LOCATION SECTION A5 NOTES: 20' EASEMENT 2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE, WSDOT 4 -04 6' MIN. COMPACTED DEPTH GRAVEL BASE, WSDOT 4-02 EXTRUDED CEMENT CONC. CURB, SEE DETAIL 16' 1. A REVERSE SLOPE DRIVEWAY IS SUBJECT TO APPROVAL BY ENGINEER CONSIDERING NEED FOR AND COMPATIBILITY OF THIS FEATURE 2. COMMERCIAL /INDUSTRIAL DRIVEWAYS WIDER THNci 35' MAY BE APPROVED CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL COMMERCIAL /INDUSTRIAL DRNEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID - WIDTH. SEE SEC. 3.04. 3. A STORM SEWER INLET SHALL BE LOCATED WITHIN 20' BUT NO CLOSER - THAN i0' UPGRADE FROM NEAREST EDGE OF cunt TAPER. 4. SEE SEC. 3.01. 5. SEE SEC. 4.01 FOR SURFACING REQUIREMENTS. SLOPE DRIVEWAY NOT-TO- ALE 2 COMPACTED DEPTH ASPHALT CONCRETE PAVEMENT, CL. 'B', WSDOT 5 -04 STORM MARIAM MOTES t MATERIALS FOR THE STORM DRAINAGE SYSTEM AND THEIR INSTALLATION SHALL BE BI ACCORDANCE WITH THE RE 'UIREMENTS OF THE LATEST ADOPTED EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION IWSDOTI STANDARD SPECIFICATIONS. TESTING OF THE STORM DRAINAGE SYSTEM MAY BE REQUIRED BY THE LOCAL JURISDICTION OR SOUND ENGINEERTG, INC. 2. PiPE MATERIALS SHALL BE AS SPECIFIED ON THE PLANS OR FROM THE FOLLOWING LIST. THE CONTRACTOR SHALL UTILIZE ONLY ONE PIPE MATERIAL TYPE FOR THE SAME SIZE PIPE BETWEEN STRUCTURES. PIPE JOINTS MUST BE OF THE SAME MATERIAL AS THE PIPE AND PIPE GASKETS ARE TO BE PROVIDED. A. PVC CONFORMING TO ASTM D 3034, SDR 35. B. 12 -INCH AND SMALLER, PLAIN CONCRETE STORM SEWER PIPE CONFORMING TO WSDOT 7 -04.2, CLASS it 3. CATCH BASINS SHALL CONFORM TO THE FOLLOWING WSDOT STANDARD PLANS: A. B. C. D. TYPE 1 - PLAN B-1. TYPE 2, 72 10011. AND 98 INCH PLAN D tf. TVA 14., PLAN BOA. TYPE 2; 48 INCH AND 54 INCH - PLAN B -1e 4. UNLESS OTHERWISE SPECIFIED ON PLANS, ALL ROOF DRAINS SHALL BE RIGID 6-INCH PVC OR LARGER CONFORMING TO ASTM D 3034, SDR 35. SUFFICIENT CLEANOUTS SHALL BE INSTALLED SO THE SYSTEM IS EASILY MAINTAINED. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF ALL PIPES AND CLEANOUTS AND SUBMIT IT TO THE OWNER AND /OR SOUND ENGINEERING, INC. UPON COMPLETION OF THE WORK. 5. ALL BUILDING ROOF DRAIN DOWNSPOUTS, UNLESS OTHERWISE SPECIFIED, SHALL BE CONNECTED DIRECTLY TO THE MAIN STORM DRAINAGE CONVEYANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. 6. CONSTRUCTION OF GROUNDWATER DEWATERING SYSTEM SHALL BE IN ACCORDANCE WITH THE WSDOT STANDARD SPECIFICATION 6- 02.316)0. 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE -FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: FOUR TO EIGHT - INCHES ROCK /40 -70% PASSING; TWO TO FOUR- INCHES ROCK /30- 40% PASSING; AND -TWO INCHES ROCK /10 -20% PASSING. 8. ISSUANCE OF THIS BUILDING PERMIT BY THE LOCAL JURISDICTION DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSITION THE LOCAL JURISDICTION DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED. UTILITY NOTE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO SE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SEI ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. TOPOGRAPIRC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS CHAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, SEI CANNOT ENSURE ITS ACCURACY AND THUS IS NUT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 RE C ITY O TUKWILA I\ z e COS Id Sheet No.: 0 ¢ A N Si ' 'rte PERMIT CENTER 2 o" 2 She;; o Designed: E.A. Drawn: E.A.. Checked: T.N. Scale All Date: 5 /27 /S7 . I Job. No.: 97139 :10 9 1 L_ 54,01e: 1 = Date: 1/17/97 I ■ .' V, C ":‘, Y,j ... I I I I \ III L J I A SANITARY SEWER RIM 179.64 FLOWLINE E., W. & N. 8" - 165.48 S Phone e2t5) 947-1599 927- 1 SANITARY MH RIM 175.31 FLOWLINE E. & W. 6" - 168.06 FLOWLINE S. 8" - 168.06 I IV 1- I 126' 1 '1 x 1 786 .901 N188 ( \ k \ \ \ \ \\ 17 \ \ • \ I 1 LOT 19 , I I I I ■ 17.69 \ t I ; 1181.126 I \ \ I I ; cD, \ x \8268 k \ \ \ \MAPLE CLUMP t \ 1 8"1 APPLL 18 I , . , MAPLE\ \ \ I I I I I 17,5.7/ si 112" ALDER SL Ox x O. \\ 1 A8. 9 2 , x \I 91. 2 ; t t , I, i I I I t S 88'300" E 1 123.176' 1 ly" DEdIDUOU 1 L \ I \\ I 1 '\ STOP \\ SIGN \\ 2.5'x2.5' \ BOX \ -"r , 7 4i \ \ . - \2.-"7 APPLE \ \ . \ 3 : ' ,,,, . 6N \ \ \ fi" APPILE ‘‘? \ \ 1 i t t I i i I t % t t \ I I . 1 ' , f I \ \ I I 1 I I I \ \ \ i I rt: x k,-soo,),.3■R \ \ c, 2 t 1 \ \ \ I 1 , t \ I NO \PARI<ING 1 1 I SI GI 1 \ \ 1 I x 3/4199\16 \ 0 0* \ 423..1' 1 Q. 20 ALDE) x 191.5 114.01' 189.58 N/88 * WALK. . • dRIVEWN DROP: • \ ' r.) 6. 2 2 03 20' Co CLEA Revised: SOUTH 144th STREET SURVEYED FOR: F. LEE STENSON 144 S. W. 153rd, # "C" BUR/EN, WA. 98166 Drawn: T WK 1,5'urveyed by SADLER/BARNARD & ASSOC. INC. 31218 Pacific Highway South Federal Way, Washington 98003 Dwg. No 97004 W S N 8818'00* W 576.44' MEAS. 578.50' PLAT I.) , / \%\ I I u- I I - I - I III _ 7.07 >4. 19 /6" WATER MAIN w 8" SEWER A \ I PC sz HOUSE S 2" GAS MAIN 7.02' x2 EL. VAULT il / I s —4— , uJ CI) SL BOX I ,D7 SANITARY MH RIM 201.40 c.12 LE 20' Co 9 Co OUT 5 g DRAIN MH RIM 198.78 IE 12" CONC. N.W IE 12" CONC. S. CB RIN IE IE ,.1.1 '. , s" 1, f .. 0 .,, . ... ., .... . c , ,f , °TrY.;019Y .., ,.;:,, „,:, : 0 ',''„ I* d ,1‘ IMINIII■111111113011.111•10111•116111111MBRIMMI GAS• �E2.5 tyT1DO j2 F I E4 r4 1-1 W I f„tpc.> U = A X05 r =y 5 ...�% Gam - ? 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IniALL . c..64-11-, 4,..e6-.5.,4 V MI.x'T k L- 44,1 .c.�� MATF L7 1 WarrEr�Q>zva� d� s 15 6r '3 I :.-PJ6, -- S-:LU;S !a N-IP•SOtJ HIS - - I i '4' ' : ' PLAN - F StzE i i1 I I - ATERAL R — 1 - 4 AINY PANEL.. WI P- r:Z,ILL i _ II T T '- : NaL.C>eoL1N S- DE 3/4 = 1 p" B GENERAL NOTES These plans were designed to conform to the latest edition of the Uniform Buildint. Code. Constant changes in building codes, - in addition to changes in environmental qualifications and local options for plumbing, hearing /cooling and wiring. makes conformity to all building restrictions impossible. Consequently, it is the responsibility of the user to evaluate these plans for conformity to code requirements. any additional design or drawing services required are subject to A.C. Associates. Architects standard service fees. The contractor shall verify all dimensions and conditions prior to beginning work. and notify owner of any discrepancies. Written dimensions shall take precedence over scaled dimensions. DO NOT SCALE DRAWINGS. In the event of a conflict between applicable codes and regulations and reference standards of these plans and specifications, the more stringent provisions shall govern. No variation required by a building official shall be binding on the designer. Specifications and drawings indicate finished structure. Builder shall be responsible for construction methods, procedures and conditions except as specifically indicated otherwise in writing. All construction shall be per U.B.C. 1940'Edition. In the City of Seattle, use with 1994-S.B.C. and Seattle Energy Code. All materials and construction shall conform to the drawings and specifications. The contractor is responsible for all required bracing during construction. The contractor shall coordinate all required building department inspections. Any modifications or revisions to the work shown on these plans shall be approved in writing by the architect. DESIGN CRITERIA FOUNDATIONS Dead Loads Live Loads Roof with shingles /shakes I5PSF Roof 30PSF (e drift) Roof with clay /concrete tiles 25PSF Floor 40PSF Floor IOPSF Deck 60 PSF Stairs, corridores 100BSF Garage 50PSF or PT.LD. Footings shall bear on firm, undisturbed soil a minimum of 18" below the finish grade line and 12" below the line of the original grade for one and . two story structures, and 24" below finish grade for three story structures. . Foundation and footings are based on- a soil bearing capacity of 2000 PSF. Verify local conditions and notify owner of any variation. Do not excavate greater than a le:2 slope below footings. Footings to extend below frost line or 18" below finish grade, whichever is greater. . All overexcavated regions shall be repaired with structural fill, compacted to 95X maximum Proctor density at optimum moisture content. Alternately, repairs may be made by filling with lean concrete (f'c =2000 PSI) Remove all organic material or debris and repair the region as per note above. REINFORCING STEEL Unless otherwise specified. all reinforcing steel shall be Grade 40 As deformed bars in accordance with ASTM A615, or welded wire fabric in accordance with ASTM A185, of the sizes shown on the drawings Reinforcing steel shall be securely tied in place with #16 double annealed iron wire. Lap all reinforcing bars at splices 36 bar diameters minimum. Do not weld reinforcing steel, except where specifically called for on the plans. Do not tack weld reinforcing steel,for,placement. MINIMUM REINFORCING STEEL PROTECTION Use slab bars Wall Bars interior faces Exposed to weather Exposed to Earth Footing Bars Wind speed 80 MPH (exposure C) Seismic zone zone 3 Foundation Bearing Pressure 2000PSF Lateral Design Pressure Unrestrained cantilever walls Restrained walls 50 PCF Reinforcing Steel shall be bent cold. Protection 1 X" 2" 3" Welded wire fabric shall conform to ASTM A185 in as long a length as is practicable. Welded wire fabric shall be Lapped at least one grid width plus 2 ". - 35 PCF CONCRETE All foundation wall and footing concrete shall develop a minimum compression strength of 2$00 psi at 28 days. All concrete slabs shall develop a minimum compressive strength of 3000psi at 28 days. Concrete forms, shoring and pouring methods shall conform to current A.C.I. standards. ' Backfill shall not be placed against basement retaining walls until: concrete or mase:ry groutihas reached it's 28 day strength.and - - Structural floor framing (including subfloor) required to stabilize walls is complete and fully nailed and anchored. Apply Standard Dry Wall Products. Inc "Thoroseal Foundation Coating" or equal on all exterior faces of walls below grade, and "Thoroglaze" or equal damproofing on all exposed surfaces of concrete walls above grade and all slabs not covered by finish floor materials. The selection of materials for, and the mixing and placing of all concrete shall conform to the requirements of the 194 -UBC. Materials shall be proportioned to produce a dense. workable mix, which can be placed without segregation or excess free surface - watere Except as approved by the engineer,. water cement ratios and cement conten t.for concrete strengths (f'c) shall be as shown below. Minimum sacks maximum gallons Use 'c cement per waterper sack 2000 5 7X Lean concrete 0006 WOOD FRAMING Iona ,= o �.s riG'rt� All solid sawn lumber shall be '^^ °'- installed as noted on the plans and connected as specified in the nailing schedule below. Lumber shall be graded in accordance with current Western Wood Products fess. standard grading rules. Lumber grades for uses to be: Posts. beams and headers #1 o¢'M2.. Floor, ceiling Joists and rafters #2 and better Sills. Plates and blocking #3 Studs.. ).Fw_ "Stud "c "•pri 2" T &G Sub floor decking #3 Wall and roof sheathing rl r ,'f+ X" CD exterior glue plyw'd Subfloor over Joists "S/4. CD exterior glue plyw'd Underlayment y underlayment grade particleboard Glu Lam beams AITC Industrial grade with dry use glue (Wet use adhesive for exterior use) Fb= 24y0Opsi Vq- Fe= 165psi E= 1,800,000psi Solid sawn lumber at visuals exposed locations shall be "clear" grade free of heart.,IrefreetetaMI, - _ - All exterior wall. and Interior bearing wall openings shall have a 4 x 12 #1 df /1 headers unless otherwise noted. Framing hardware numbers shown on the drawings refer to "Simpson Strong Tie" connectors catalog numbers. Equal connectors may be substituted provided they have the same configuration and ICBO approved load ratings. All connectors shall be onstalled with the manufacturers reccomended fasteners, and all holes shall be nailed. All wood in contact with concrete shall be pressure treated. Belt sill plates to concrete with 5/8" diameter A307 anchor bolts with '" minimum embedment at 4' 0" maximum spacing except as noted on the drawings. ' NAILING SCHEDULE Connection Joist to sill or beam Bridging to joist 2" T &G Decking to beams Rim joist to Joist Stud to sole plate Sole plate to joists or blocking Sole plate or top plate to studs Double top plate Double studs Corner studs Top plates @ laps /intersections Headers to top plates Ceiling joists to plates Joist laps over partitions Ceiling Joist to rafters Rafters to top plate Plywood subfloor to Joists Plywood wall and roof sheathing All staples a minimum crown width Nailing (3)8d toenailed (2)8d toenailed ea. end (2)16d toenail through tounge• (3)16d face nailed (2)16d face nailed ea. end (1)16d @ 16" OC face nailed (2)16d face nailed (1)16d 816" OC face nailed (1)16d @ 16" OC face nailed (1)16d @ 16" OC face nailed_ (2)l6d face nailed (1)16d @ 16" OC face nailed (3)8d toenailed (3)16d fade nailed (3)16d face nailed (3)8d toenailed with "Simpson" H -25 Connectors - verify. (1)8d common @ 6" OC @ edges &10" OC in field. (1)8d common @ 6" OC @ edges & 12" OC in field. of 7/16- All staples shall be installed with a minimum penetration into framing members of 1" and a maximum penetration of 1r5 /8" S7R1le7 e .'rl4 T d7 'S NOTES - All frame walls shall have stud framing placed at 16" OC except where otherwise noted. Top plates shall be doubled on all walls except noted. Cripples under all headers shall be continuous to sole plate. Double joists under all walls parallel to Joists except where otherwise noted. Block all stud walls as required for sheathing. Solid blocking between all Joists and rafters at supporting walls and beams except rim joists. Double rim Joists at all walls parallel to to joists. Beams. Girders and Joists supporting bearing walls or concentrated loads shall not be notched. - All rafters shall be notched to provide full bearing at supports. All joists shall have a minimum bearing of 2" at supports. 'Lap all joists 6" minimum at all interior, bearing supports. Mud sills and ledger boards at concrete walls shall have anchor bolts of the size and spacing shown on the drawings. Each board shall be secured with at least 2 bolts, and each board shall have a bolt within 12" of each end. Cover surfaces behind siding, shingles and where indicated on drawings with Dupont Tyvek building wrap or equal. Provide double framing at all roof and floor diaphram penetrations unless otherwise noted on drawings. Bridging or 2x solid blocking required where any joist spans more than 10'. Firestopping required per section 2516(F).Also Draftstopping and Fireblocking. 111 wall and roe-4 ah....th,.,, .,l,oll be '4" CDX. All Glu Lam's shall be 24FV4 exterior glue. Provide shop drawings to engineer and building dept. for approval prior to fabrication. Provide 2 layers of asphalt building paper between sill plate and concrete. Provide 2 joists under cripples for window headers at all cantilevers. House Garage Occupancy Separation ,5/8 "type X'G.W.B. on all walls(and ceilings if 2nd. floor over) in garage.:. Garage to dwelling door to be self closing, tight fitting. solid -. 'care weatherstripped -and 1 -3 /+" min. thickness. Ducts piercln; fire . eparation wall to be min. 26Ga. galvanized steel. Prefab Roof Trusses 'Roof trusses shall be noted on the plan and manufactured by the Trus Span Corp. or equal manufacturer. Trusses shall be installed per. manufacturers reccomendation, complete with all blocking, web stiffeners and bridging. Submit shop drawings prior to fa bricat fon.Manuf acturer shall verify all lengths and web openings. All truss drawings shall beer the stamp of a Washington Registered Professional Engineer. • Roof trusses shall be designed in accordance with snow and drift loading prescribed by "Snow Load Analysis For Washington" published by the Structural Engineers Assn. of Washington. (SEAW) INSULATION Roof Vaulted areas - Flat ceilings Exterior walls 2x6 Studs Floor over unheated Spaces Basement walls Slab floors on grade Ducts in unheated spaces Cantilevered floors and Floors over Garages Furnace duct in unheated space Notes .R-30 R =1-1 R -19 R -19 R - 10 Rigid insulation at exposed perimeter. R -5 R -30 R -35 Insulation to be installed with vapor barrier on interior face. Caulking or gasketing is to be applied at all exterior sills and plates and all exterior envelop penetrations.(between window or :door frames and rough openings) All glazing and all skylights to be double. glazed. U -value 0.60 max with thermal break or DCLU approved. Exterior doors to be weatherstripped at head and jambs. Minimum 1" airspace above insulation in roof. R -38 MISCELLANEOUS All tub & shower enclosures to be wired, tempered or safety glass. All glass within 18" of floor or within 12" of any door to be tempered. Each bedroom shall have at least one window with a maximum sill height above floor of 44 ", and a net clear opening of 20" min. width and 24" min. height and a net clear opening of 5.7 square feet. All skylights must be plastic or safety glazing and mounted on a 5X" curb above roof. Maximum spacing in roof of 21 ". Skylights 7/32" glass. Combustible air (furnace) Per UMC section 601. 602, 603 and 607. Metal fireplaces installed per UBC section 3707 and UMC section 912. Provide glass doors. install per manufacturers spec's. Smoke detectors shall be hard wired to house power and basement smoke detectors to be audible in upstairs bedrooms. Tub and tub /shower enclosures to have X" water resistant gypsum board. and a hard. moisture resistant surface up to 6'0" above floor(min.) . All exhaust fans, range hoods and dryers shall vent to the outside, through sheet metal ducts. . Sheet metal ductwork per UMC 1005 and table 100. Vent connectors allowed only in the same room with appliance per UMC section 915. All windows, patio doors and doors with glass shall be double glazed, insulating units with wood or thermally broken aluminum frames and sashes. SC= U VALUC y All metal connectors labeled "Simpson" shall be manufactured by the Simpson Strong Tie Co. or equal. Exterior doors to be foam core insulated doors. unless otherwise indicated. Provide I hour fire wall between Garage and living areas and under all stairs where storage space is available. All doors between garage and living areas shall be 1 hour fire rated assemblies with 1 -X" solid core wood doors or code approved equivilants and self closing mechanisms. Every exit door shall be operable from the inside without the use. of a key or any special knowledge or effort. Every entry door shall have a visitor observation port. Every entry door including garage shall have a lockset'with deadbolt or deadlatch with at least a X" min.. throw. Deadbolts or approved locking devices required on all patio doors(sliding) and openable windows so that lockcase mounting screws are inaccesible from the outside. Provide #15 felt under all exterior siding. All interior wallboard (GWB) to be y unless otherwise noted All interior doors to be 1 -3/8" flush face. Asphalt shingles to have #15 underlayment - 3 tab min. pitch 4 in 12. - Wood shakes and shingles per UBC section 3203(G) & (H). Attic ventilation per UBC 3205(C). The net free ventilating area shall not be less than 1/150 of the area of the space ventilated except that the area may be 1 /300 provided at least 50X of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3' 0" above eave or cornice vents with the balance of required ventilation provided by eave or cornice yenta. Foundation ventilation under floor areas shall be ventilated per 'UBC 2516)0(6. Opening in exterior foundation walls shall have a net area of not less than 1 square foot for each 150 square feet of under floor area. All footings and gutter drains must be tightened separately and - lead directly to approved discharge.(seepage pit) Stairs shall have not less than 6'g" headroom. Handrails not less. than 4" and not more than 3a" above tread nosing. • Walls retaining drained earth may be designed for pressure .equivalent to that exerted by a fluid weighing not less then 50 lbs/ cu.ft. Shower flow control limited to not more than 3 GPM. r Hot water shall meet ASHRAE 90-75 requirements; t-lcsra , drawn by: AC PARTNERS ARCHITECTS (Ill WESTLAKE AVE. N. suite i9:i sheet no SE:':TTLE, WA. 98109 2159132 En-v OFETiRWIL4 JAN 2 9 1997 PERMIT CENTER rojeet no. date: