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HomeMy WebLinkAboutPermit D2000-035 - RIVER HILLS - LOT 6 - NEW SINGLE FAMILY RESIDENCERIVERHILLS - LOT 6 4006 S 126 ST EXPIRED SEP 1 8 2001 D2000 -035 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 794520 -0025 Address: 4006 S 126 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License .No: OCCUPANT RIVER HILLS LOT #6 4006.5 126 ST , TUKWILA WA 98188 OWNER BOULEVARD. EXCAVATING INC P:.O.BOX 66, PACIFIC WA 98047 CONTACT ..LARRY MUELLER 6752 LAKE WASHINGTON BL, KIRKLAND WA 98033 • k*: k• k: k• k*• k*• k*• k k*• kk• k*• k*• k* k**• k• k*• k: kk; kkk* k*: k*• k• k• k* k' k• kk kkkkk k: kk: k• kkk**• k' kk *•k•k•k•kkk**k.k.: +kkkkkkk Permit Description:. CONSTRUCTION OF A NEW 1,828 SO FT SINGLE FAMILY RESIDENCE AND A. 460 SO FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: ***'k* **k :k****•kk•k*•k *•k** * * ** *k*** k k•kk*k*k** :k* k k *'k'k*'k'k k k kkit :k* k'k* k*k* *k*'k *** k k *k kk **'k :k :k* Construction Valuation: $ 166,644.00 PUBLIC WORKS PERMITS: 'k(Water Meter Permits Listed Separate) Eng. Apps: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant :. N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 80 Fill: Landscape Irr igation: N Moving Oversized. Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer, ,Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N • k*' k k: k' k' k• k• k*• k** k• k• k' k• k' k• k*******• k' k• k* k: k** k' k• k*• k k' k***• k• k: k****A* k* k***' k k:k*•k** k'A* k TOTAL DEVELOPMENT PERMIT $ 2,405.27 : :k* ***' k' k**• k k****• k• k *•k•k * * *•k** k*'k k k*•k* k* ***** k* { *:k k** AA* *A A Permit Center Authorized Signature: Signature:_ Print Name: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: (206) 431 -3670 D2000 -035 ISSUED 07/12/2000 01/08/2001 Occupancy: DWELLING UBC: 1997 Fire Protection: .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: Y Streams: Phone: Phone: 425 -785 -7635 80 .2 , a t e : 741'W I hereby certify that I have read and .examined tiffs permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performa of work. I am authorized to sign for and obtain this development pe Date -7( 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. z 1 C I 2 w 00 w o, rn w; (fiLL wo J LL • co v ±* w z I o z w U� :0 N' w w` z g' U = . O ~' z Address: 4006 5 126 ST Suite: Tenant: Type: DCVPERM Parcel #: 794520-0025 CITY OF TUKWILA Permit No: D2000•035 Status= ISSUED Applied: 02/03/2000 Issued: 07/12/2000 4 **ickk**Ak*kA%** . A . A*k . kkkA . A . A . A**A*AA - AkA*Vikkk . lkAll**kk41,Wk**AAA.AkAkk**.ki*A l k.AA Ref-wit Conditions: I. •No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- , able until final inspection approval is granted. Electrical permits shall be obtained through the Washington State Div,ision of Labor and Industries and all electrical 'work wi,11 be inspected by that agency (248-66301. 4 1 Plumbipg permits s be obtained through the Seattle-King County Departmnt of Public Health. Plumbing will be •nspect"ed by that agency, including all gas piping (296'74722). 5 All mechanical work shall be under separate permit issued by the City of Tukwila. , 6. All to be done in conformance with approved plans and reqUireaents of the Uniform Building Code (1997 .Edition) as amended, Uniform Mechanical Code ( 1997 Edition),. and :Washington State Energy Code (1997 Edition). ,Validity, of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be ,a permit for, or an approval of, any violation of of the provisions of the building code or of any other, ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this codes he valid. 8. Notify the City of Tukwila Building Division prior to ,placing any concrete. This procedure is in addition to any requirements for special inspection. 9. There shall be no occupancy of the building(s) until the 'final inspection has been completed by the Tukwila Building Inspector..: 10. RECOMMENDATION OF ZIPPER ZEMAN GEOTECH REPORT DATED 4-27-00 MUST BE IMPLEMENTED AND FOLLOWED DURING THE COURSE OF DEVELOPMENT ON THIS PROPERTY. 11. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER ,THAN 12 HOURS, DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS, COVERING MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN ce 2 00 IQ w 0 g u. < w a Z t- 0 z t-: w w. a o — o w u_ z c.) 0 1- z -O n N ni m m =+ :r O 0 mm -� 0 -1 =z RN. 0 m 0) = m n ,0 c� c m � 12 13. 16 TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL AT LEAST MONTHLY A.L.L. DISTURBED AREAS OF THE SITE SHALL BE PERMANEN1L'( STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433- -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. Temporary erosion control measures shall be implemented as the first order of business to prevent erosion and offsite transport of sediment, 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. All water improvements shall be installed and and the installation approved by WD125 before Public Works: gives Final Approval. All sewer-•' improvements shall.' be installed and the . installation approved by ValVue sewer district before Public Works gives F i n a l . Approval App shall ' provide the City an approved set ''of drawings for both water and sewer, signed by WD125 or ValVue as .appr .. that show both plan and profile: of the approved system. Driveway width. shall .be`a 10' minimum and 20' •maximum: Slope shall be .a maximum of 15%..,;;Turning radii shall be a minimum, of five feet. Driveway shall be paved within 20' of right -of -way: 17. For „ : residential driveways, a minimum 12” pipe shall be installed under the driveway at the existing drainage ditch. 18. Work 4ttecting traffic flows shall . be closelyvcbvrdinated with the City's Utilities Inspector. Traffic \control plans shall " e'submitted to the Inspector for p prior approval. 19. Hauling rev_cr 50 cy shall require application for a Hauling Permit prior to any associated activity. 20. Any material spilled onto any street shall be cleaned up immediately. 21. Any septic tanks in the area shall be pumped empty and removed or filled with sand. A'copy of documentation from the business that performed the pumping shall be provided to the City Utilities. Inspector, 22 No sewer design was provided as part of the application submittal. The side sewer design and subsequent construction shall be completed in accordance with ValVue sewer standards. . No water design was provided as part of the application submittal. The water design and subsequent construction shall be completed in accordance with W0125 standards. . 400711! 'r6vAiwoua+r_7: .t.iu WItu t..:;vr zo- ; .,+a -f:� Micro Com Systems Washington Ltd. ATTENTION The next image may be a duplicate of the previous image. www.microcomsys.com 12608 -B INTERURBAN AVENUE SOUTH TUKWILA, WA 98168 TEL (206) 248 -3191 FAX (206) 248 -3313 Other: 1- rr Cun • M icro Corn Systems Washington Ltd. ATTENTION The next image may be a duplicate of the previous image. Other: _ i� �rP � rr � ±), Lf Ant ?_Frrt me 5 www.microcomsys.com 12608 -B INTERURBAN AVENUE SOUTH TUKWILA, WA 98168 TEL (206) 248 -3191 FAX (206) 248 -3313 i .0 Q CO u (0 LW CO LL W (3' J. LL Q; N _ a ' I^ _ Z �.. I-0 Z 113 F- ` D 0; • ;0 F LL r" - O Z ' : ti ii 0 N, . xi o 12. 13. 16. TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL AT LEAST :MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. CONTRACTOR SHALL. NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA.to (206)433- -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. Temporary erosion control measures shall be implemented as the first order of business to prevent erosion and offsite transport of sediment. 14 The site shall have permanent erosion control measures in place as soon as p o s s i b l e .. after final grading has been completed and prior to the :Final inspection. 15. All water improvements shall be installed and and the installation . approved by WD125 before Public Works gives Final ApproVa1,. All sew er% improven)ents shall be: instal led and the installation approved by .ValVue sewer district before Pub1 i,c y :Works gives Final Approval. App Shall . provide the City an approved set of drawings for both water and . sewer, . signed by WD125 or ,ValVue a:s. appropriate, that show both plan and profile of the system: Dr l veway .width' shall be a' 10' minimum and 20' maximum.` Slope-_. shall be ,a' m cif `15% Turning, radii shall be a minimum of,,f .,feet: Driveway {.'shall be paved within 20' of right -of -way.' . For",-residential driveways, a niin 12" pipe shall be installed' Under the driveway at the existing drainage. d *I f,1- ting. traffic flows shall be close1y,'coordinated with ih City's; Utilities Inspector: : T plans :�,ira11 '10 submitted to the Inspector for prior approval, 1a. Hauling r v er 50 cy shall require application for a- Hauling :Permit prior~ td - any associated,.act,ivity. 20.. Any material spilled onto any street shall be cleaned up immediately. 21. Any septic tanks in' the area shall be pumped empty and removed or filled with sand. A copy of documentation from the business that performed the pumping shall be provided to the City Utilities Inspector. 22. No sewer design was provided as part of the application submittal. The side sewer design and subsequent construction shall be completed in accordance with ValVue sewer standards. No water design was provided as part of the application submittal. The water design and subsequent construction shall be completed in accordance with WD125 standards. .,t �......:...::eu... r... .t:i. ;::,a.s•.Z. �.�.:.�:..:.• J�. f.- .e:u...+:..t= .:.h.:+.}.4:w..i:; i.+ «.,*uMlW+i::..�.., ' - i.:.ci+:.:�ryti,:."...:;...� • , . z W •U O co o ; wW J N LL w O; u. = w z � o. w f--: U • CO; 0 H: W —= w W, • 11 i - O: z, UN z • 23. No framing or stoc +Ling of flammable materials onsite shall commence )o installation and acce ce by W0125 and City of Tukwila Fire Department of rirw water main and fire hydrants.. Fire hydrant locations shall be preapproved by the Tukwila Fire Department. 24. Following installation of the water and sewer systems, Applicant shall provide the City one water and one sewer :availability letter, PER ADDRESS, pertaining to that address and showing that address on the availability letters. 25. The Land Altering Permit fee is based upon an estimated 80 cy of cut and fill. If the final quantity exceeds this amount, the developer shall be required to calculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 2G Driveways shall comply with City residential standards. Driveway width shall be a 19' minimum and 20'' maximum. Slope shall be a maximum of 15} 'Turning radii shall' be a minimum of five feet:;; - 27 All signs:3rrstalled.in City. right of way shall meet current MUTCD at7 aids. Project Name/Tenant: f _ ( � -} \ vev- s 1\ , 1 _b1 - ( r Value of Construction: Site Address: z i D ni,, 6 ` yzio k h -k, ( tel. 0 sv, Ci: Aly At o_ ate/Zip: Tax Parcel Number: 4 D ^0025" Property Owner; Pho Street Address: / 75 ...„ ( _. / x4/4 ,. it ? , State /Zip: Fax r- Contractor: Ak k�. o 6(14 . Phone: Street Address: ---.) City State /Zip: Fax #: Architect: ��,c� Iv � � �� � Phone: X l3�21on Street Addr s s: �(s D1 C 1 1& N 6i- lop Fax #: 1 J l Z 15 5z �� Engineer: taiS 4 7 i Phone :1 , 4iB 439 ,.. 3 Strggl, ressI J'' , 50J �{ L i,I S�t Fax #:4 415 Contact Person: Phone: Street Address: City State /Zip: Fax #: Description of work to be done: NOA 'stn le. mik ` el[I Type of work: New Single- Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure El Garage(s) ❑ Deck(s) - Covered & Uncovered El Residential Reroof Is this site served by: tri Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: IbZt3 sq. ft. Dwelling sq. ft. Covered Deck(s) '1tx (7 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) Alb (0 *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. • A STAFF USE ONLY Single - Family Residential Permit Application CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PLICANT.REQUEST FOR PUBLIC WORKS;SITE/CIVIL-' PLAN: REVIEW: OF. THE FOLLOWIN , (Additional reviews: shall be; determined, by the`'Public Works Department).:: . ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk TO Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut 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 • • La d ., ..: „u u. • . SFPERMIT.DOC 2/13/97 Size(s): 0 Fill cubic yds. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date plication expires: 2,000 Applicn takery: (initials) PLEASE SIGN BACK OF APPLICATION FORM Z W ce 6 00 � 0 J H � W W 2 LQ d W Z = H t— 0 Z I— W W Uc) C) F- W H LL. t5 111 • Cl) _ O ~ Z BUILDING ER OR AUTHORIZED AGENT. ,'.." ; • Signature: � Date: L / ?v.10 / L et/vv, Print name: ( ( Phone: 76 ? 1 Fax #: 2 p .172 Address: �� 3 c.- A / / v J / `'- City /State /Zip: ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE UBMITTED WITH THE FOLLOWING: > DRAWINGS PREPARED BY iEGISTERED ARCHITECT OR PRO, 3SIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL . k ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building.Owner /Authorized Agent' If, the applicant is other than the owner, registered architect/engineer, .or contractor licensed by the'State: of Washington, -a;notarized letter from the property owner authanzing the agent to submit this permit appli and obtain the permit will be; required as part of this submittal I HEREBY CERTI T I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY E L S OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 /Gc (1,X-cm , z ~ w rr 0 00 N0 J = w w 2 cn = w H = zF.. I- 0 Z ~ w U� Off wW I— u- O w z 0 C F- O ~ z I►'er►nit No: 02000••035 Type DEVPEPM DEVELOPMENT PElt:•!f.T • Par CO No • 7945207'0025. Si to 4006 120 !Vf :4 *AA•h•l.kkr4:4kkkkA A kA ?e• %h.1 **AA, .•A:4 I..:4•.t:4t:kkk'4•,F ::4!r:F?r, A: ;:4? +.A cr.i•v' OE I'L11413:L.A. WA • • 1Itf►IdfSM3:T • :4..`,.A4,*..!.ckA. *:F•A*h:4':A AA *A ..■ ! • A:4 A= A :4 A4:4.4 ?s s iskAie', ►A•k k ,:4A:A.• A 1R:AN"MI tduwill r�: R'.4€003t1E1 ,Aataur;L; 1.. 51C;..4.i 07/12/00 1615 :P� ►a+en: • Me'thod: C1.EE1 IlotR;:ion: ICE`/STAN I N C . i In t: T1.13 . f ►: ':. a 1 1 fe ti S.': 2. 40t5.27 1'h i a (' �frtterit 1 t 51.5.:45 Tt;t a 1 FALL. Fmt; s s ! 405.".)7 Oa1;thee: .00 4.4slfi:!AA4 •k 4a1•• d*• k{. 1r0* Aalfi :k.*4.h*Ako•k14k451•.,‘:kri•4. 4• k**wk•A44•l. - k•k•. Ac L ' Code. • U.ci ac.r.i l� l;.i nn n i run1; 0"( f22. 100:. 134.111:L''l:MG -= RES 1,, 368„ n` • .0 4f1 5.'83'0 'PLAN t.11I:CR.:. UTILITY '10.0t1 ;00/1300.SO4' . SI A1 E: OUILItiNI'1C. w URC Mil %CIE 4.50 : 400 I115P' 1�EE UTILITY • 15.00 . 41.;'.1.142; 406 3:4, ^:,1+ TEE 7 STORM DCAI N 15.00 000: 322' •100 • . LAND A1. fE1;IIlO , PERMIT- 1:1:. 1. 54..50 , ,O00 /345:' 30 1.:1•i1+10.. ALTER INC P1.J/N. CHECK 37.5 .. ' I.�.."•: ir. •.,'t,l�s....1.+'..'.J•n :24!;•,x`, ?c1i�;�k,U.51:.^:xa +a i.wki.;:,vi`:.ii::il�[.VSttitd 1tii;:i:1.t& .e4l. {a ?s ss m.'„aL ' ^•s::iu :re.,44' 2 ~; up U� U O° co W W g -; J, In I W W O N ` W H V 0 z; tir 0 • z , t t i =:i�" V . <,•°'t SrT.'r�,,. : Sri . . .•,.0t * **' **..A.A * * * * ** rIJKWILA l:ktiti 44•k *** *$tit * *** ti's TRANSMIT Number: P;.avii ;ejlt. Method : t NO2 Pit1'G'P.1. "1 +,13 L. G7� c'ct 1,1119 Pa.vraent J. * * * * * **1: * *•A * * ** * * * ** *tit * * * * * * ** ** *•k *4• *tit4 * * *4 1 :*4 *. C�00 - 0 3 5` r WA � itral.��I�I�r *fit• * * *tit * * *.A * * ** AAA * * *k *PkA*AA *4 *Ak* ::ti *A•1: R9000229 Amount: 889.82 02/03/00 '15:05 CHECK i<!otrit: ion VE.`tS'i;tk' INC Init: WER :D2000 -035 'Type: [3EvP:: :RM DEV 'LOP? Er4T PERMIT 194520-0025 S-126 ST t <' 40 AY 869.82 Tot S Tot:3I Fees: v1 AL.L. Pmts: • Balance: 2„26 J.27 869.82 1.373„45: *******•*** k************** i** * * **:k** *+•:ktit * * * **A * **•a **- :i3cr..ou.nt; .Coda Descr' l of i on :Amount 0:00i.t4:i:.8.30 PLAN, CHECK— RE:S 689.8 .11 ' 1717". TOTAL Project: ' F_-A N It t Type of Inspection: sw 0 c a1L Address: It, _ -400(D S. I26 T' called: Oz. c::)r•o I Sp c .- �. 67r ✓ / C. Date wanted: 02., 12, 0 1 a.m. p.m. RgLuester: Mac Rt'1 c Phone: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 I? aci-) -off" PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspector: / v Date47 , / , ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: v.S, ;%1/4 P,r / Type of b , l` Address. Date called: Special instructions: Date wanted: a.m. p.m. Requester: ". Phone: / INSPECTION NO. `,_CITY OF TUKWILA BUILDING DIVISION 6300•Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: la t5 k ° eoho Ctrs t k o l , ( rn ru c4 QnN.6aum fi-e•fCtuti(0 10 /TA IA( • UJ n,5ire.sit S o 11100(5eP ( V s-hlj it ) -1-75(Ce__ I fe.2C /e /2 / de ei c r e, i - scc1,1 -/-- eras l ( -Y., . Inspector: INSPECTION RECORD Retain a copy with permit tAt{ 1140 D ate: 02 00 - PERMIT NO. (206)431 -3670 t l 5 `avvD 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .• �.+'°'q�' y.�, , �y ' �', ` Y+ ,Y °.v '+1'ft�rf,'r�+;�. r�.a?a ��rd�' t.� n. . , � « ; a; �1�iti3Ll �C.�l.'1�6A�iI'Xl�:�:i�!.�.u�Y. ,�;: � ".'�.,.'�3..n` aL'tv�i�r7t �.... ��9`it �;.�- 3a�l.�Vi.�_ • i ,`�,a�''.�1 U:'i.'�' :4.,,� s, „,.i• �. :ti•.` .. o-..'<? 1. ��., �: aMC:.: 1 ++tni:tiir:•��::J..! +kV.YV++1 7i;Nz(W:'dw1'•d� `i. 4.. l`ci:ftL1; r - , / : • •� �Mi+Sit<;vt��' u�ti,+'�+`�kb'l�!Yif:;@ i' t” V�e7:` �• yEii�SsJtK 'Rd;L�id.i2+.� r4`7(ViA7;9 S4uH Q{:1i4; i+ilYA7;:i1G! °'•kY.�'�: D iv' it�Ar= �+4��3i U O• .N W — J CO W WO 2 gQ 92 I . W H =. Z � 1— W D p U W w` U N 01- z Project: e4 I Type of Inspection: cr-r)c-ierh Cort170 i Address: i 6 Date calle d i : 21/4//e Special instructions: Date wanted: a.m. P.m Requester: . Phone: 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. •-••••. (206)431-3670 Corrections required prior to approval. COMMENTS: 12.1)ti cras-itun c...611-h-e31 L IJets OnT14,4-ta V. a. it rvivoa 5 / No-k-P-ie-A ( - frhIc 4 /1 au f ii a v eirasio)-- -Praer, tr.k e Receipt No: Inspector: • V. te)3 -CO( .•5 rn Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ww I Z5 0 Li, — 17: 0 I-1 • • ' - 'IL'•:,D4•44ux • Project: R 1 vC. ✓- HA I 1S. Lu+ (0 Type of Inspection: t=e) t. --t-t Irt� Dr c, 1 K S Address: L{ lU G (a S D. LT1-) S1-• Date called; q - - o v Special instructions: Date wanted: a.m. 7-2,7-CO (1 37.-- ) 11 . Requester: Jf kw 5kn .Son Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 COMMENTS: Corrections required prior to approval. a $47.00 REINSPECTION FEEtEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: c,. , . 1. t. if d.+ mw4u�±, �w:'....: J: cwl u ..u'i:L,ti'l;'I.�Jit'tu.S.C`•:• Win':, ct a> 2.. ::a#at rtiiikidii6 :S.N Project: h' \ V e r 1 t \ � L u Ce Type of Inspection: Fc�L r ceho l F) o-F.l (ACTS Address: L JLDip S t L Zfi Date called: al — S — h1 Special instructions: Date wanted: q - (n ` DO �-� «L!5:� p.m. Requester: tC V'L. i Ct. K Phone: 1 -4)5" L IS1 — . IUD INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: j,._ \- ] Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: _,..'«,r,�6 �:.G..aisL'';+1Fa�.its,2i. iii,. �t± a i�., x: Yr+ '4,.b.:::.JJ�;u.;�J:�,.�1«Sc:4. it11: du?:t ... PE NO (206)431 -3 ��rn!+ .C.`fn+ .i,�Ttw4J= s•.li:N '&444 "4;',;+. Project , `` /_ KtJr� \\ i. � tJ Type Ins tion: 1'ouoc . av% 5 0d'4i Address: L100 S I L(9 St Date called: R3) -a0 Special instructions: Date wanted ti_ I — 00 .m. Requeste � - irve A VC(1Ct Phone: L I )-..5 LS c 1— I LI 60 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: INSPECTION NO, INSPECTION Retain a copy •with permit pproved per applicable codes. El Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: y�,,, : ♦ h4; t 'S.!fR)r ?..¢'L'; `. °- w "3. irk g� aN. `ns + q, �•,r X.F�;rr•'!: 18.' ��r' �." '}? � .i�e�.�a�t'.+ C.V4a�:M...xrilc N,: t. rt'+ 2i�6FsKirnt" �n' f�r' A'. � '::la:�,ah1'A:;:i+i�.:. PERMIT NO. (206)431 -3670 i' . U C.) O W O W= N LL W O = W I O . H ; D O O N : I — '. W id e rz u. O ; • Z , O ff' 2 i.f 4 n To. . h r' k 4 rS ec'` h"r%�N4 7a,o 4 P 'oscr/0 w N S E 0° c% ti w 4b 5O Lor �►' �,✓,q.rd't H4. ,4 A e " reweg. ti Pe to- e � 2 Y Ct./7'357o yz 1.6 2400.. Q35 RECEIVED 15 p. CITY OF TUKWILA , 1,*Fiti I MAR - 2 2000 44 y S c. /2,671 . PERMIT CENTER 1 • NOTICE:. IF THE - DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS _DUE TO THE QUALITY OF THE DOCUMENT. REED & ASSOCIATES a Al & structural Engineering 8311- 212th ST. S.W., Edmonds, WA 9026 Cffioe (425) 778 - 2793 Fax (425) 775 - 2073 LATE. Se -AL STRUCTURAL CALCULATIONS FOR: teSTAfz ? L 2 r : po.. Pe.s S- v , ) NOT VALID WITHOUT A WET SIGNATURE WENDELL E. REED, PE, CBO DATE: f — r2 v JOB #: — l OS "D20009 035 RECEIVED CITY OF TUKWII_H FEB 3 2000 PERMIT CENTER ORS 35500 kEYs-r,41/414 vv._ L? S(F 7 qrI.L cl7c-51.&14 g = ° Pga 77P : 4 p .12-• i' PS 7 -. Wsocu,5 176A,- _D le, Ps Fi-oo L—i 40 S2EAD c, FLsg- SC" ISM IC-- 1.-VE $1 w L - 4 ID sivssezy-ae-posu /2,e % I f3VM-P4-1- / C5 re.,Ar.. ,A11 is 11VLS %, 5 F , 12 _,- RECEIVED CITY OF TUKWILA FEB 3 2000 PERMIT CENTER • :'';T IS't1 IG• ,- 1.2 tS m pc 5..5 p F- - D U13 WALL -S e h.17 M.A ss v i 'ro l X42= -t Tf�tit� waitA --S = L7 ,}3 4)(10).1- z Boo e h = g' -t- LI tz� e on = (77e 4K (s)A- (Zn35 10 4-) t t & 'c-.e1A -�5 — z o 4Zt2 + 9 �: i ea V. z.sC.36)(1), (S- tg = 41.5 ASSU Mb t't 76. 0617,5 'L. = t 1, 7 LcCt77) 4L 1 4 x B) 363 Z 8L, V 9 / . s ' 4 .`"- Tze . 53 3i 4- ; 1 p-LA pioA ►-1 G` z. 1•••,-/•••••■• • an L z K 4- x 117 qJ x-444 ks z Tn.c, Zo q z4:;•" RECEIVED CITY OF TUKWILA FEB 3 2000 PERMIT CENTER Z/ W Ui o` co w: . w; •g u. • . W F- O Z I- W U. O 0H W W ; H V O; CU • • o z• oPS 5500 14/1 Ot -14 -A L`G-S 1S - - s s. ✓ ,, �'= 14,3 t'S -lS 15 o - zr e_ 3c7 V : ,t1s -3) -t- A4s3x 4 6.4z )<ti3.2 .<12= S; zP- V L 12 42- ¢ 43.5' 10 7- g - 7 ` x2F = C"( ) #Ltx17.z.x�r 3 = S6� z .- si SAS 37 x $ X13.2 = zr'jD7 5,S4 �1 -5 -7_S 'p . 15.3P5 F� P- 1 b,zes 5 1t�!LE.D Gov -'-t :L 1I.1 F 7`a- D1ReCTtc' Cat lc- / tz1>L5 1 l4 S 75 D 1 roc -fl a N RECEIVED CITY OF TUKWILA FEB 3 2000 PERMIT CENTER 0 $ 1 • W. N LL+ U) 0, LL Q- `tom Z { ? ▪ O; Z F—; w mil O: lid Z; co i — O Z -A! VR 2-o71 1“4-7 Le/ I • V gF Z.132-1 / 4- 7n:9 36' ; 7 ' 4-- 1 1 746."0-..s 13 w/ 2.s2.1 1S7 Pt et- _s NA/ 34' r. LL) — - TOOL= 5") -2 5o se, let N,A \ D 2 2- -r — co 3 13 5 - 14-a Pt-F r L...)_s A 13:5 RECEIVED CITY OF TUKVVILF FEB 3 2000 PERMIT CENTER (._ 11:=4 tea' -r , S. � � T 7 " -I- z9 = .3 6 3 4' � , °, 0-Ye 7 /lb N os ti w/ v � 1 Q� — 1-57 PLC g R LZ- t,ow .t- FL-fZ - 91~ S YR F agv t u> tires z z t bra z _ s, C7 "0 6 4 , = 1443 Pt_P 7 I. L1 $) - 7- • - 74c' t7 s) ro tt 6 14 L. t) W . D v St StJ- -I wf A 13 S RECEIVED CITY OF TUKWII.A FEB 3 2000 PERMIT CENTER 'MOPS 35500 TOP s 14, .5" � S i,-/ 1 N D 1 - . 7 4 7 .3.2.sC7.) 1- f V141 = tz,z r �R�A °IS }s�:23S 2 3 2 I (•s) cR wr l2,yS — QS fL}= %-O w E R. F 1— S "P 'R. Z,'6 .S7 VF`s Z , 141 -PE tSMI- �:, 7 , 1 5 - + - 7 - 5 " ( 2 6 , 4 . 4 - 3 /?to 7' F ld; � S� /j• -r NJ' G> = /e/ZvD Low rN le gF . 4. & - x 1 0 " • t s r g.4 I'LS P i2 2- .-O 1 ' trOwe2 FL. __ - r -Frzu r- �.S t r y 3 fl f L =4 I , T3-s a 2 = 0 lb et e 3246. 9/ PLr- .W/ s -r . a s, "E: , v'6v = 4, Q77-'13 3 L_' 7 / 6 "vS �✓/ 4 a. S i p k va. F RECEIVED CITY OF TUKWIL4 FEB 3 2000 PERMIT CENTER Floor Ties / Holdowns Simpson UNO (See Footnotes 1,2,3.4) Reed and Assoc. # Oa — 1 05 MARK STRAP NAILING HOLDOWN STUD ANCHORAGE HOLDOWN ANCHOR BOLTS COMMENTS T - 1 ST HP 14 RS (38)-16J Scl e la 16.4e g I b 1s1AFJr Nf 11s e g j vy -Z 7 /t6" 2 S 3 f>' d e,6 Ba e 12 1 6e1 $ I&4 s1.� J1 VAi1 5 e 9 �Srf, 6 . 4i _o SW 3 7/lb'OS 5 to3e 4 G} 10P12 i4 he 4 A33e W 54'% e 31-- v Shearwall Schedule - Stud Framing Reed & Assoc. # Qv—, vs MARK SHEATHING ON 2X HF UNO EDGES NAILING (BLOCKED) COMMON FIELD NAILING SHEAR FLOW NAILING SILL PLATE ANCHORS w/ 2“x2'x3/16" WASHERS BASE PLATE NAILING RIM JOIST AND TOP PLATE CONNECTION ,Sus/ I 7 r/1L /r o S 4 8c1 e 6 Scl e la 16.4e g I b 1s1AFJr Nf 11s e g j vy -Z 7 /t6" 2 S 3 f>' d e,6 Ba e 12 1 6e1 $ I&4 s1.� J1 VAi1 5 e 9 �Srf, 6 . 4i _o SW 3 7/lb'OS 5 to3e 4 G} 10P12 i4 he 4 A33e W 54'% e 31-- v I Notes: 1 Locate holdown at each end of shearwall 2 Cripple wall construction same as SW above 3 Extend FDN Down as req'd to receive hold down AB embedment 4 Threaded rod & coupler as req'd SHEET NAILING SHALL NOT PENETRATE PAST FLUSH WITH THE SURFACE, A STRENGTH REDUCTION OF 50 %OCCURS AND RE- NAILING IS NOT ALLOWED IF THE RESULTING SPACE IS LESS THAN OR EQUAL TO 2'. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CO w RNP June 1, 2000 L. Jill Mosqueda, PE Development Engineer Tukwila Public Works Department 6300 South Center Boulevard, Suite 100 Tukwila, WA 98188 CORRECTION LTR# R.N. PARNELL COMPANY CIVIL ENGINEERING WATER RESOURCES ENGINEERING MANAGEMENT ENVIRONMENTAL SERVICES CONSTRUCTION MANAGEMENT CITY o ETUKWILA JUN - 5 2000 PERMIT CENTER z a re 00 W W. W I Subject: Keystar Development and River Hills Single Family Residences N � , W Dear Ms. Mosqueda: g J LL Q Thank you for your letter of May 21, 2000 on the Keystar Developments. • w d� w We have shown on the Utility Plan the proposed 8" sanitary sewer line along z 1 126 and the new 8" .water line also along 126 The water line would be a z looped 8" line system and extend south along 4oth as well as north from the 2 D D uj east end of 126 per WD 125 requirements. 7 N oD. We have initiated water developer extension with WD 125 and sewer extension w w with ValVue Sewer District to provide water and sewer to the projects. 1 0 An 8" DIP water line will replace the existing 4" line and would be a looped lei N system along 40 and 126 and tie into WD 125 system per their requirements. 10—. I We expect to submit design this month and receive extension design approval z within 60 days. Construction should follow by. early September with completion by the late September. The 8 "sanitary sewer extension would follow approximately the same schedule with the ValVue Sewer District. Upon water and sewer developer extension completion, we would provide water and sewer availability. We understand that for lots 5 -10, you require 20 foot of paved surface section of 5" Class B asphalt underlain with 3" compacted top course. We understand the individual lot driveways are acceptable. I have included the Typical Downspout Infiltration System Detail and the Residential Driveway Detail (RS8B) on the Utilities Site Plan. 4422 187th Place S.E. • Issaquah, WA 98027 • 425/643 -3560 • FAX 425/641 -5095 1 -035 Cut and fill quantities are expected to be balanced for the lots. Calculations show the cut is about 100 cubic yards for each lot with 100 cubic yards of fill for each site based on available contours and building pad elevations shown on the Grading Plan. Parcel B D2000 -077 Parcel C D2000- 035 Parcel D D2000 -036 Parcel E D2000 -037 Parcel F D2000 -078 As you know, our interest is to obtain residential building permits on the existing lots to the north of South 126 Street. Although the six lot short plat to the south is still is being pursued, we will show the road frontage improvements, ROW dedication, emergency turnaround dedication, and any wetland buffer requirements on our submittals for lots A & H next week when the environmental report is completed. Please call me at 425/643 -3560 if you have any questions. Robert N. Parnell, PE Enclosures AS stated CC: Larry Mueller, Keystar, Inc. 90 cy cut, 80 cy cut, 50 cy cut, 300 cy cut, 225 cy cut, 2 90 cy fill 80 cy fill 50 cy fill 300 cy fill 225cyfill May 21, 2000 Mr. Bob Parnell RN Parnell Company 4422 187 Place SE Issaquah, WA 98027 Dear Bob: City of Tukwila Steven M. Mullet, Mayor Department of Public Works James F Morrow, P.E., Director SUBJECT: Keystar Development and Riverhills Single Family Residences The following is a summary of what we discussed during our meeting with Nora Gierloff on May 18th Adequate water and sewer is not available for the proposed development. Per Jim Morrow, Public Works Director, Public Works will not approve the single family residence (SFR) applications until the water and sewer are installed. Public Works may consider approving the permits once the water and sewer work is underway. Public Works requires a sewer and a water availability letter PER LOT, once the water and sewer are installed. Even though Keystar has not applied for the short plat, several of the requirements for the short plat should be taken into consideration when 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206. 431 -3665 May 21, 2000 Page 2 developing Lots A and H. These are: • Five foot wide right of way dedication along 40th Ave. S. • Fire turn around • Street improvements Public Works will require a legal description, statutory warranty deed and a completed and signed excise tax form for the five -foot wide right of way dedication as part of the short plat process. These documents are not necessary for the SFR applications. Keystar can ignore the short plat preapplication requirement for combined driveways. Brian Shelton, City Engineer, will allow individual driveways for each lot. For lots 5 -10 and Lots A -H applications, the City requires 20 feet of paved surface on 40 Ave S. and S. 126 St. Per Brian Shelton, the pavement section shall be 5" of Class B asphalt, underlain with 3" compacted top course, underlain by additional gravel, depth determined by site conditions. If you have any questions, please give me a call at 206 - 433 -0179. Sincerely, CC: Nora Gierloff File (8) L. Jill Mosqueda, P.E. Public Works Development Engineer Q /projects /Keystar /Keystar may 21 letter to parnell SEWAGE DISPOSAL DESIGN SOIL TESTING DRAINAGE PLANS ROBIN A. OWEN 5594 S. LANGSTON RD. SEATTLE WA 98178 FOR: STEPHEN T. HARAKI PC 2100 116TH AVE NE 'BELLEVUE WA 98004. R.A. OWEN ON -SITE DISPOSAL SYSTEM DESIGNER KING COUNTY CERTIFIED # D0032 PERCOLATION TEST REPORT OFFICE: 772 - 4740 FAX: 772 - 0481 MOBILE: 930 - 0802 12OOO • 03$ )v.c fokiw Mae. M 2/28/ ugpf R. A. OWEN RECEIVED OFT P Ci:��iTER w U 0. tu . w g a. _° �.w o . z 0 CO: 0 IIJ - o 111 z o � z STABILIZED PERCOLATION RATE SUBJECT PROPERTY: LOT HOLE '# DEPTH (MINUTE& PER INCH) PARCEL # 734060 (A) - 0662 1 34" 11.5 2 29" 12 3 28" 12.5 4 33" 13 PARCEL # 734060 (H) . - 0661 . 1 29" 14.5 • 2 32" 13.5 3 27" 11.5 4 30" 13 5 30" 14 6 26" 13.5 7 32" 14 _ 8 _ 28" 14.5 . • �,. SEWAGE DISPOSAL DESIGN SOIL TESTING DRAINAGE PLANS ROBIN A. OWEN 5594 S. LANGSTON RD. SEATTLE WA 98178 FOR: STEPHEN T. HARAKI PC 2100 116TH AVE NE 'BELLEVUE WA 98004. R.A. OWEN ON -SITE DISPOSAL SYSTEM DESIGNER KING COUNTY CERTIFIED # D0032 PERCOLATION TEST REPORT OFFICE: 772 - 4740 FAX: 772 - 0481 MOBILE: 930 - 0802 12OOO • 03$ )v.c fokiw Mae. M 2/28/ ugpf R. A. OWEN RECEIVED OFT P Ci:��iTER w U 0. tu . w g a. _° �.w o . z 0 CO: 0 IIJ - o 111 z o � z ROBIN A. OWEN 5594 S. LANGSTON RD. SEATTLE WA 98178 R.A. OWEN ON -SITE DISPOSAL SYSTEM DESIGNER KING COUNTY CERTIFIED # D0032 SEWAGE DISPOSAL DESIGN SOIL TESTING DRAINAGE PLANS FOR: STEPHEN T. HARAKI PC 2100 116TH AVE NE BELLEVUE WA 98004. PERCOLATION TEST REPORT OFFICE: 772 - 4740 FAX: 772 - 0481 MOBILE: 930 - 0802 SUBJECT PROPERTY: SQUIRES REPLAT: LOT 5 6 7 8 9 10 HOLE # 1 2 1 2 1 2 1 2 1 2 1 2 STABILIZED PERCOLATION RATE DEPTH 25" 32" 28" 35" 34" 30" 24" 30" 35" 30" 27" 32" (MINUTES PER INCH) 13.5 14 12 15 14 13.5 11.5 13 10 12 10.5 10 R!CEIVED CITY OF TUK'N LA MAR 2 2/28/0 r ilITENTER . A. OWEN z C4 1 1, 6 U O' co 0, w ` LU W 0, gQ .N 3 z z • z H z 1- 111 uj' '0 Di o f-' w w : O ; , z U � 0 z • 2 45.0 110 0 2 50.04 6 0 0 2 50.04 7 0 50.04 02 8 0 1 0 2 45.74 9 01 0 2 45.04 1 0 01 h •6 05 132.5 07 • PARCEL # 734060 - 0661 1{H!I O 4 (NI o 02 01 N 0 co 13.64 03 • 1 04 144.7 PARCEL # 734060 -0662 0 SCALE: 1" = 50' 40TH AVE S RECEIVEG? CITY OF TU "' \" LA MAR -. 2 PERMITCrt R .,n.'a+..::.. -ti ..rc �. �. s ::,::'s.:,..L:L:.,.a.- ri:2 =.a•� ,i , ti -... . . .. ... .... fwN .. . .. ,, ,,;::a;;... , ... - .. �_ = :. ,��. - .+:: vY :an:ti�trlt....�i.:�,_;<.y:::.. U KEYSTAR 1812 Choice Conditions Data Attributes Actual Critical Status Ratio Values Adiustnrents Loads R1 = 2428 14x 10 OF -L #2 BASE Fb x 875 ADJ Fb x 1050 91 NOS Min Bearing Area Section (in BEAM OVER FURNACE ALCOVE R1= 3.9 in R2= 3.9 in DL Deft 0.01 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 5.5 ft Reaction 1 2428* Reaction 1 LL 7.87 # Reaction 2 2428 # Reaction 2 LL 43 # Maximum V 2428 # 3338 `# Max V (Reduced) 1747 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Deft L / >1000 1925 # 1925 # Shear (in TL Defl (in) Fb (psi) Fv LL Defl 49.91 38.15 OK 78% 32.38 27.59 OK 85% 0.05 0.28 OK 18% 0.04 0.18 OK 21% E (psi x mil) (PO Base Values 875 Base Adjusted 1050 95 95 1.6 1.6 625 625 CF S Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 875 = A Uniform LL: 700 Uniform Load A SPAN = 5.5 FT Uniform and partial uniform loads are lbs per lineal ft. 1Z000 - 035 Date: 1/11/00 R2 = 2428 Fc ± (psi) BeamChek 2.2 CITY OF TUKWILA FEB 3 2000 PERMIT CENTER +:),,lit` d: v: i:::: 14... +IV, e,.:>L a n.,r.�...z.,.. (4 W 00 u)0 W W, u_ W0 g ~' J' . <= Z _ H O ' Z I— ill uj' U 0' ;O rd;: 0I- -, g u • Z . U N� 0 �. Z KEYSTAR 1812 Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 951 '91 NDS Min Bearing Area Section (in') Fb (psi) GARAGE DOOR HEADER 14x 10 DF-L 02 BASE Fb - 875 ADJ Fb 1050 R1= 1.5in R2= 1.5in DLDefl 0.17 in Beam Span Beam Wt per f Beam Weight Max Moment TL Max Defl LL Max Dell 18.0 ft Reaction 1 951 # Reaction 1 LL 7.87 # Reaction 2 951 # Reaction 2 LL 126 # Maximum V 951 # 3804 # Max V (Reduced) 859 # L / 240 TL Actual Dell L / 405 L / 360 LL Actual Defl L / 842 800* 800 # Shear (in TL Defl (in) 49.91 43.47 OK 87% 32.38 13.57 OK 42% 0.47 0.80 OK 59% 0.30 0.53 OK 56% Fv (lam) LL Defl E (psi x mil) Uniform TL: 111 = A Uniform LL: 75 Uniform Load A SPAN = 16 FT Uniform and partial uniform loads are lbs per lineal ft. Date: 1/11/00 Fc L (psi) BeamChek 2.2 Base Values 875 Base Adjusted 1050 95 95 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. R2 = 951 RECEIVED CITY OF TUKWILA FEB 3 2000 PERMIT CENTER KEYSTAR 1812 Choice Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads R1 = 758 1 (2) 2x 6 DF-L 02 BASE Fb ■ 875 ADJ F13- 1138 I 91 NDS Min Bearing Area Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 3.75 ft Reaction 1 758 # Reaction 1 LL 4.01 # Reaction 2 758 # Reaction 2 LL 15 # Maximum V 758* 710 Max V (Reduced) 572* L /240 TL Actual Defl L 1 >1000 L / 360 LL Actual Defl L / >1000 800 # 800 # Section (in') Uniform TL: 400 = A HEADER OVER ARCH INTO KITCHEN R1= 1.2 in R2= 1.2 in DL Dell <0.01 in. Shear Ma) TL Del (in) 15.13 7.49 OK 50% 16.50 9.04 OK 55% 0.03 0.19 OK 14% fa) Base Values Base Adjusted 875 1138 95 95 1.8 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 Fb( Fv (psi) LL Dell 0.02 0.13 OK 17% E (psi x mil) BeamChek has automatically added the beam self- weight into the calculations. Uniform LL: 320 Uniform Load A SPAN = 3.75 FT Uniform and partial uniform Toads are lbs per lineal ft. Date: 1/11/'00 R2 = 758 Fcl (psi) BeamChek 2.2 RECEIVED CITY OF TUKWILA FEB 3 2000 PERMIT CENTER KEYSTAR 1812 Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 6705 BEAM SUPPORTING FLOOR JETS. NEAR FRONT OF GARAGE 5-114x 18 2.0E TJM PARALLAM® PSL BASE Fb it 2900 ADJ Fb - 2772 Min Bearing Area R1= 10.3 in R2= 10.3 in DL Defl 0.20 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 22.0 ft 29.53 # 650 # 36877 # L / 240 L / 360 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl LL Actual Deft 6705* Reaction 1 LL 6705 # Reaction 2 LL 6705* 5791 # L/420 L /610 4620 # 4620 # Section (in') Shear (in TL Defl (in) LL Defl 0.43 0.73 OK 59% Fb (psi) Fv (psi) E (psi x mil Date: 1/11/00 283.50 159.62 OK 56% 94.50 29.95 OK 32% 0,63 1.10 OK 57% Base Values 2900 Base Adjusted 2772 290 290 2.0 2.0 650 650 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 0.956 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 580 = A Uniform LL: 420 Uniform Load A SPAN = 22 FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 6705 Fc l (psi) BeamChek 2.2 CITY RECEIVED TUKWILA FEB 3 2000 PERMIT CENTER ri 5/ 4" ILO PLYWP. IIMW am, MOO! ..a.ST -50.0 P.T. OM X/61 PEt.PLAN r's. Ma RAM W/ 8 icr. AD il 2"/ 2". 5/ 16" PI.A4WA.4•115 • 15OG...12" MOM DVS .45/4CCM/, .4 ON • 16" 0 L AtIte. • M• 614. MAMA OMSK LIMP 12" • SP.A ersurz.10 MN. WALL 11:94 11.6VAflOP15 teux %or i/ r. 07A MAW, - Olt OSP. 4' ar rrr 9Off IFLTPTISTAM CP r ru. Cr/IN ' 454.4.0C41 PCP RAN 21 MD • e" OC. 5C4V N JON -I 2, P.(. SILL PIA! W/ Id' AD. .1 VI 7'110/16" PLAft WADM5 • 48 'OC. It 12" ION 445 5/ 4" 1L6 MAYO 14411/4 atm - NAL. PER MA4 ROM JOST' ' • 4 DM COO. - • - • 4 ONZ • 0 C. VW. • 09 6 MIL WU NORM I./f9CV 12" ," • MA ElPt ViW 10 PMAL V//ti 2) *4 150'05 CCM. FOUNDATION DETAIL SOU 5/4 I'd MING PM ILLNA11016 it159 YAW 2" =MVP OR 055. 4 rio. nair Lao . urrarde 1:144 P.5" 1/7' OW. DV. 1 NUMMI 661116:515 26 snr • 16 24 501-0 1561.051 2,6 P./. 5111. MACE W/ 5/ an" .10" At4. ./ D.. a. .1116.. PLAT! WA5445, • 48.04.112" PIM 405 5/4" /1011.150. WW2 a 51.120 NSU..4.411/4 • nook ...d5f PM PLAN •4 COM: 6 4 PR • 16 0.C. - M. 6 ML WPM Pen 1-Iffe0 i2" / 0 SCAMS, C11106010 ft". MU. . COM: - FOUNDATION DETAIL 50/0 V 4 STAIR SECTION DETAIL \ „f x.../a 5/ I/ 2 600P WC. SCLV ClCa.r/ 5) 2 50355151,W61111255 001 : WM. allre \ IMALAIION WILL s.-H C12 R25 MR NO125i 2,46511.504 w/ IVA i 12155 at IC% 2. 54/) *rex n./fs • YOUR MVP-- 11511.J02.1 11,41 I/2' SVA1 11155 KR PUN „(. TYP. EAVE DETAIL • 5/1 10 I I LOT b es, 5.120 SI lumber s4rerfc0., 'iopm) 91l1P5 Par 05 at no awe ro 1.200,000 JON; 9,9410, POLY,411 • 2 /0 59/615.19/06115.1.6151.5•1905 4" !OWL MS-, It 9 2 PA am 6 NOWA. Pa10-119 00 1590 awe LAVIWIrD t111015 14=1-11 Moe RX/0111 4/0011 211 12 24 1 115F 3 /0000 PPIO1.1a. SITI4V1.191912t ZOE PAIKLAMM. 21 2900 WPM* 110011 trr, remnoin * • 2, ry.t.nettiro mica. 20 951' P6/0 WM/ 25 MIN - 44.P2 nom 10 97 49.101000 • lorgmetrou kmog atm, stvvenno/o • • 101 •159, ma, HP" CVO LOPO • 60 PM the LOPO - 60P2" MAX, 9/4115146 1 el6155MPA•11104 10 PM : • : •t ; • " •' paat.10 sE 91411 " r • cct tC.s P t p. MOte roof arm ' 10.41 /1 16" 1 W-50111 1/2" C NAV,/ • wall care Mil 0' DU 1/16 2.1 5111 '451 5," V X' a PVAW4 floor coil MASH 5/ V T '24.05 9051 IC19 614.v note flocr_O_A I. • '2. AL te. • /1.1.15•11 4. At PPM . 0 1 te • 6. 1 I. Mr Ma O I 0.4110V'Ct Ca • 9. 112 PON 416X1211 10, 124044 1 mom , • airtce • limes Aaews I Ite 5171 . re;VTI 14. V10/61 1410 111./4/. 1 0655 1 1 • VC 2/4 511.P • 16" OC. 4" COW, VD I . AI P.1.0/APC415 1/7 CINPVA4D MOM 12/ Pt DLL RAIZ W/ 5/11"0 ' MA r WA5"5 6 1 OPR CCM. • 4 • 16:' OL. WM - TM. .o. AD. • CRIN.PLL i: • 1-7- " sax ere '17 IT / %wasp / werotekror _..c., iik.10 i 11 , 1r ra==1 6 ML -iv•- -4,- VA. „ I, "!---.- 4. Par. FTG. ( 2) .4 045 Car. .fl, WAN RESTRAINT PANEL ® LATERAL 1042 5/4-10" POWArV114W4.4. w/ MY../1.10•• ." *MAIM MR M245 / 2 5111) • 16.0Z. 1. la r Y. 5LL P W/ 5/ WO ICY AO. / 2",2, 5/ 16" VIM! WA.H.45 / 6 4!MOL. t IV MUM 005 ,/ 4" 114 11.WIP., NIL. 5C4WI ave / ,.. ... 411 1045 . N51LATION , ,. .........„.........-- PLO O < Jail PM RAN 211 AIN. - • 4 Mt COW • 4 DM • 16" OC. WM. - 111'. 6 ML WPM NOM L.PPFt0 17' 0 Sc/615, MARA 10 nem. WOLL .4 , • ' . . 24 • . : 6 14., VD. & *4 . 1451. . . . • • H :0" • r, GARAGE HOUSE FDN. DTL. 5C#12 00 2/ 4 PO' / :1 LIP .. 24 MEM= CYR 0 AK s PAM 4,14761UVRA SOL • MN. RPM MON /N. af/C4 IIMP2.2/4.06. .4: ' -4- WI. FM w/ M. RN'. • MYTH TYPICAL STEP FOOTING 0 5011 5/4 I d ri 5/ 4" ILO PLYWP. IIMW am, MOO! ..a.ST -50.0 P.T. OM X/61 PEt.PLAN r's. Ma RAM W/ 8 icr. AD il 2"/ 2". 5/ 16" PI.A4WA.4•115 • 15OG...12" MOM DVS .45/4CCM/, .4 ON • 16" 0 L AtIte. • M• 614. MAMA OMSK LIMP 12" • SP.A ersurz.10 MN. WALL 11:94 11.6VAflOP15 teux %or i/ r. 07A MAW, - Olt OSP. 4' ar rrr 9Off IFLTPTISTAM CP r ru. Cr/IN ' 454.4.0C41 PCP RAN 21 MD • e" OC. 5C4V N JON -I 2, P.(. SILL PIA! W/ Id' AD. .1 VI 7'110/16" PLAft WADM5 • 48 'OC. It 12" ION 445 5/ 4" 1L6 MAYO 14411/4 atm - NAL. PER MA4 ROM JOST' ' • 4 DM COO. - • - • 4 ONZ • 0 C. VW. • 09 6 MIL WU NORM I./f9CV 12" ," • MA ElPt ViW 10 PMAL V//ti 2) *4 150'05 CCM. FOUNDATION DETAIL SOU 5/4 I'd MING PM ILLNA11016 it159 YAW 2" =MVP OR 055. 4 rio. nair Lao . urrarde 1:144 P.5" 1/7' OW. DV. 1 NUMMI 661116:515 26 snr • 16 24 501-0 1561.051 2,6 P./. 5111. MACE W/ 5/ an" .10" At4. ./ D.. a. .1116.. PLAT! WA5445, • 48.04.112" PIM 405 5/4" /1011.150. WW2 a 51.120 NSU..4.411/4 • nook ...d5f PM PLAN •4 COM: 6 4 PR • 16 0.C. - M. 6 ML WPM Pen 1-Iffe0 i2" / 0 SCAMS, C11106010 ft". MU. . COM: - FOUNDATION DETAIL 50/0 V 4 STAIR SECTION DETAIL \ „f x.../a 5/ I/ 2 600P WC. SCLV ClCa.r/ 5) 2 50355151,W61111255 001 : WM. allre \ IMALAIION WILL s.-H C12 R25 MR NO125i 2,46511.504 w/ IVA i 12155 at IC% 2. 54/) *rex n./fs • YOUR MVP-- 11511.J02.1 11,41 I/2' SVA1 11155 KR PUN „(. TYP. EAVE DETAIL • 5/1 10 I I LOT b es, 5.120 SI lumber s4rerfc0., 'iopm) 91l1P5 Par 05 at no awe ro 1.200,000 JON; 9,9410, POLY,411 • 2 /0 59/615.19/06115.1.6151.5•1905 4" !OWL MS-, It 9 2 PA am 6 NOWA. Pa10-119 00 1590 awe LAVIWIrD t111015 14=1-11 Moe RX/0111 4/0011 211 12 24 1 115F 3 /0000 PPIO1.1a. SITI4V1.191912t ZOE PAIKLAMM. 21 2900 WPM* 110011 trr, remnoin * • 2, ry.t.nettiro mica. 20 951' P6/0 WM/ 25 MIN - 44.P2 nom 10 97 49.101000 • lorgmetrou kmog atm, stvvenno/o • • 101 •159, ma, HP" CVO LOPO • 60 PM the LOPO - 60P2" MAX, 9/4115146 1 el6155MPA•11104 10 PM : • : •t ; • " •' paat.10 sE 91411 " r • cct tC.s P t p. MOte roof arm ' 10.41 /1 16" 1 W-50111 1/2" C NAV,/ • wall care Mil 0' DU 1/16 2.1 5111 '451 5," V X' a PVAW4 floor coil MASH 5/ V T '24.05 9051 IC19 614.v note flocr_O_A I. • '2. AL te. • /1.1.15•11 4. At PPM . 0 1 te • 6. 1 I. Mr Ma O I 0.4110V'Ct Ca • 9. 112 PON 416X1211 10, 124044 1 mom , • airtce • limes Aaews I Ite 5171 . re;VTI 14. V10/61 1410 111./4/. 1 0655 1 1 • VC 2/4 511.P • 16" OC. 4" COW, VD I . AI P.1.0/APC415 1/7 CINPVA4D MOM 12/ Pt DLL RAIZ W/ 5/11"0 ' MA r WA5"5 6 1 OPR CCM. • 4 • 16:' OL. WM - TM. .o. AD. • CRIN.PLL i: • 1-7- " sax ere '17 IT / %wasp / werotekror _..c., iik.10 i 11 , 1r ra==1 6 ML -iv•- -4,- VA. „ I, "!---.- 4. Par. FTG. ( 2) .4 045 Car. .fl, WAN GARAGE FOUNDATION DETAIL 5012 5/4' 1'0" 0 • 5/ 8" 640 1 4" CONC. WO li 7 ." *MAIM MR M245 / 2 5111) • 16.0Z. 1. la r Y. 5LL P W/ 5/ WO ICY AO. / 2",2, 5/ 16" VIM! WA.H.45 / 6 4!MOL. t IV MUM 005 ,/ 4" 114 11.WIP., NIL. 5C4WI ave / ,.. ... 411 1045 . N51LATION , ,. .........„.........-- PLO O < Jail PM RAN 6FAM. al. • irt - • 4 Mt COW • 4 DM • 16" OC. WM. - 111'. 6 ML WPM NOM L.PPFt0 17' 0 Sc/615, MARA 10 nem. WOLL ti-.) =11=11.11 1. 1-Ffrig4,h1 I= =I 11=11 6 14., VD. & *4 . 1451. 1 , 4 „ (2) 645 CONY. r, GARAGE HOUSE FDN. DTL. 5C#12 00 2/ 4 PO' ri 5/ 4" ILO PLYWP. IIMW am, MOO! ..a.ST -50.0 P.T. OM X/61 PEt.PLAN r's. Ma RAM W/ 8 icr. AD il 2"/ 2". 5/ 16" PI.A4WA.4•115 • 15OG...12" MOM DVS .45/4CCM/, .4 ON • 16" 0 L AtIte. • M• 614. MAMA OMSK LIMP 12" • SP.A ersurz.10 MN. WALL 11:94 11.6VAflOP15 teux %or i/ r. 07A MAW, - Olt OSP. 4' ar rrr 9Off IFLTPTISTAM CP r ru. Cr/IN ' 454.4.0C41 PCP RAN 21 MD • e" OC. 5C4V N JON -I 2, P.(. SILL PIA! W/ Id' AD. .1 VI 7'110/16" PLAft WADM5 • 48 'OC. It 12" ION 445 5/ 4" 1L6 MAYO 14411/4 atm - NAL. PER MA4 ROM JOST' ' • 4 DM COO. - • - • 4 ONZ • 0 C. VW. • 09 6 MIL WU NORM I./f9CV 12" ," • MA ElPt ViW 10 PMAL V//ti 2) *4 150'05 CCM. FOUNDATION DETAIL SOU 5/4 I'd MING PM ILLNA11016 it159 YAW 2" =MVP OR 055. 4 rio. nair Lao . urrarde 1:144 P.5" 1/7' OW. DV. 1 NUMMI 661116:515 26 snr • 16 24 501-0 1561.051 2,6 P./. 5111. MACE W/ 5/ an" .10" At4. ./ D.. a. .1116.. PLAT! WA5445, • 48.04.112" PIM 405 5/4" /1011.150. WW2 a 51.120 NSU..4.411/4 • nook ...d5f PM PLAN •4 COM: 6 4 PR • 16 0.C. - M. 6 ML WPM Pen 1-Iffe0 i2" / 0 SCAMS, C11106010 ft". MU. . COM: - FOUNDATION DETAIL 50/0 V 4 STAIR SECTION DETAIL \ „f x.../a 5/ I/ 2 600P WC. SCLV ClCa.r/ 5) 2 50355151,W61111255 001 : WM. allre \ IMALAIION WILL s.-H C12 R25 MR NO125i 2,46511.504 w/ IVA i 12155 at IC% 2. 54/) *rex n./fs • YOUR MVP-- 11511.J02.1 11,41 I/2' SVA1 11155 KR PUN „(. TYP. EAVE DETAIL • 5/1 10 I I LOT b es, 5.120 SI lumber s4rerfc0., 'iopm) 91l1P5 Par 05 at no awe ro 1.200,000 JON; 9,9410, POLY,411 • 2 /0 59/615.19/06115.1.6151.5•1905 4" !OWL MS-, It 9 2 PA am 6 NOWA. Pa10-119 00 1590 awe LAVIWIrD t111015 14=1-11 Moe RX/0111 4/0011 211 12 24 1 115F 3 /0000 PPIO1.1a. SITI4V1.191912t ZOE PAIKLAMM. 21 2900 WPM* 110011 trr, remnoin * • 2, ry.t.nettiro mica. 20 951' P6/0 WM/ 25 MIN - 44.P2 nom 10 97 49.101000 • lorgmetrou kmog atm, stvvenno/o • • 101 •159, ma, HP" CVO LOPO • 60 PM the LOPO - 60P2" MAX, 9/4115146 1 el6155MPA•11104 10 PM : • : •t ; • " •' paat.10 sE 91411 " r • cct tC.s P t p. MOte roof arm ' 10.41 /1 16" 1 W-50111 1/2" C NAV,/ • wall care Mil 0' DU 1/16 2.1 5111 '451 5," V X' a PVAW4 floor coil MASH 5/ V T '24.05 9051 IC19 614.v note flocr_O_A I. • '2. AL te. • /1.1.15•11 4. At PPM . 0 1 te • 6. 1 I. Mr Ma O I 0.4110V'Ct Ca • 9. 112 PON 416X1211 10, 124044 1 mom , • airtce • limes Aaews I Ite 5171 . re;VTI 14. V10/61 1410 111./4/. 1 0655 1 1 • VC Pacific :Design Associates -L.L C. 1607 . +116t11:. n "rC.NE.,11 1B &Ileviue; :'WA "_98004;• ('425) '453 -2100 m Za 1 .0t ^� r n 3 -w .r 43" NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. rta aii 5f.fre MU. 5artALt Isong all pat*. ; HMG • : WM It0.044145 1 AL WO AD:, I (etre WOWS, 7.7 nr. • wtO. ) tyre zakr.k.wai WOW KW „ .ily0 •WID r0 run JOW rar.rrx 0911cit MT MN V WOW r 8-,-,--r-i.- . 5w1 1 ,, ,C'e po i • 6" OL. ■ IT Oc. , WI* 15" OC . ,,, rk",, . 1/ ' 16 OW 5 W •' .6. oc. •Poc. I" " ! 4.4rdo't. • c i vivo, I ai 0.1 i 9N" a I •roc. •mot 1 1 A " . le "'• 5/8" 47:1' @N ear. • 101.5551Lft Waft' TT NIV-C1515 .. =WS Wk %IONA Wilen • /U. Arm rma Wa5/41,51.1elbE5 FLOOR tt5 g vary** 9111504011.11.11111 MP VW' WWW IOWAN I WV /frILVW ' ruratears • ;els i ... ; sic14 I , 1-1 , 01 Om -16i , 5AWEJ t • . I 1 1 take 1010•6•do a we wu (so Kw PLINPRXII MIN WW2 WINO PA MEWL (fl ante VaL (XVX. VW *St/ROIL OM ( 0 MOW VI saVVV6ttale0 - • • • • - V trPfk FLOOR PLAN ....... ------ 27 Ktf 4'.17 10 XD AVER ■ 0 0 ‘41 5:2 41 WI i G. '11 civr 2z,s7 Ant was GMT " 42 . 112 NZ W LK' I %.11t pa 1 'lir •° ® Tp BATH CAWS c00% •{- 0 -3 a •-• 1 5 RIS 51137.66E 76 11 1 •••—•-• e.1 TO 10/. CW21 2•3 301a BORM. #2 § YOYO:it ii MASTER SUITE UT BATH MO/ CIWI P'S 50 — b41 — — 5062 10 5W 54 VT '0 • • . . • • - • • • • r . [roof ventliation: (OM tgAlr0 ROOF /OA Ins so.rt vemixce4 I/ 000 52 r. rikaVe 4.40 50 ft CY 4LNYLATIN rzopo :150.14. Ttf WHY • ROOF 5115214.TV WAR • freZe MOM MIL 42P 5reenE0 Melt WM' OlrXR.5 • 1• 5 5011.101 CM *MVO MU NI 50. N. • r1lGt Wy05 r3.1.:12711STIMErS.W. • • 11V:- r.Vin: Arr..t.:AL-rro i5:6 P.M CP P_ MEMINJEM, ONOMMIMMt 11111 i NM WI AM IISSA S,M I'M /WI Fit ,W MA I O a 2 kOOF FM. PON • ' ±i,it;.14441 , 4;....4114)6W.W211A4.1 - ' t7-6' 2f4' 111010.COR PICA 962 5071. triltrLC/04 MA B66 5015. 1010 sox. ny C04.050101 ROOPW I4'6. SC.1590rk • names • 24 00. mAN mdoe a GAF • • • 101150' . • 0041cor WIWI : I UnI36 • : resa I .. tirmoo ~coat • ,,, mei 'VP Ilict re - al --- , . • , sr■lers: Niti. ' g.1 RuidwouTyr, wa-- - -immir-11 RV T. rel I/ • MIONIMMIINIVII ===== MOEN NEVIIMMINI 1 Al= ILIGGOL r I iiiIN 1111 1 --w [NW :MI II Ill PM I I PM 0 Relfill ..1117 41111•114111aInagi ...................., ■IIIIIIIIIWMII • eilia501 MI ...... 1 3 ........ mig! . ........-- MI rung i ., ir V trPfk FLOOR PLAN ....... ------ 27 Ktf 4'.17 10 XD AVER ■ 0 0 ‘41 5:2 41 WI i G. '11 civr 2z,s7 Ant was GMT " 42 . 112 NZ W LK' I %.11t pa 1 'lir •° ® Tp BATH CAWS c00% •{- 0 -3 a •-• 1 5 RIS 51137.66E 76 11 1 •••—•-• e.1 TO 10/. CW21 2•3 301a BORM. #2 § YOYO:it ii MASTER SUITE UT BATH MO/ CIWI P'S 50 — b41 — — 5062 10 5W 54 VT '0 • • . . • • - • • • • r . [roof ventliation: (OM tgAlr0 ROOF /OA Ins so.rt vemixce4 I/ 000 52 r. rikaVe 4.40 50 ft CY 4LNYLATIN rzopo :150.14. 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EASEWINTS TOPS PROVIDED W NEEDED FOR UTILITIES WITHIN THE , • . 1 , . • . _ OUTING LOTS. . • STOCK PILE LOCATION • PROTECTIwniVeCNEME. 4 LOT H-2 FIITURE RESIDENCE LOT H-1 r PVC US &It% OWL X I FL/441526A D 2000 039 6ARME LEFT ; LOT H 1) 2000- 039 4012 5. 1211 5T. 0 LOT 7 FUN 1626-A 6, IfFT C 4. LOT H-3 FUTURE RENDENCE D 2000 - 037 40113. lam ST E LOT 8 LOT H-4 FuTuotelearce D 2000 —078 4024 S. 120 ST. F LOT 9 FUN 1534-A 1 6ARA6E 146114 f—'7V47-f;4 0 MOLL SIGN TURN WARNING ARROWS r INOPOND r DIP WATER LINE T RARY FIRE HYDRANT CONNECTED TO EXISTING Ir ALM . WIDTH TO SE DEDICATED TO CITY OF TUKWILA UPON RECORDING OF PROPOSED S LOT SHORT PLAT. • ir RCP IW144) 12" RCP TO BE INSTALLED IN MOUTLET DRIVEWAYS ON THE NORTH DRIVEWAY WIDTH NOT TO EXCEED 20' MAIM DITCH UNDER NEW 20' WIDE . SIDE Of S. 120 ST. KR CITY OF TUKWILA STANDARD DRAWING RISI A M y-rAi: INC, ttVM-01°A/1 ; N1 - •11 PARCEL LOT 10 EROSION CONTROL COVER MISURES TO FOLLOW KM COUNTY susrace WATER DESIGN WJAAAL'S EROSION NO NOWENT CONTROL NEASURW MONO/LANDSCAPE MIXTURES PER DAM AND INCLUDES HYDROSEED1110 AND OMNI SEED WITUINS /NCH AS LOW-GRORING TUN NED WE PER TAN.! DAD Of INTONE% DAM, MIL MIER COMO TEST NIS • RINEITTP1 FINE IfFEWANYIR( run YEW Km 2 0 DO - 1)35 IRSUM1111.11 17/W.4 INILTIUTMOI3711151 mfr.. welt rAW.elbdo Mao. wameortwis 4 ••■•■•••• I WSW 1 ...."11■■ • alum. *NW • EXPIRED atoi 12 :am 5 6 IN 1 •16 6 113 4 16. I 42 it, : H-1 t, H-2 X 14-3 c. 11-4 A-1 ' DI A2 10 • • • i .• LEGENC . iinunmiam CONSTRUCTION 515511ENT FEN STOCKPILE PR( CC LT RN PARNELL. COMP cam ENGINEERS - ENGINEERING MAO 4422 -107 PUCE SE, ISSAQUAH, IV PHOt4E: 420543=0 FAX: 4200 D 2000-078 4024 8. 125 ST. LT4 ICI RH • xyorAiieN-r F LOT 9 SEIM CIO ND TINTTOESSIIMMI IntikWarTST St) swoon comma coven mums To roaow • me COUNTY "AWACS INA= ONION INVAUALI EAMON AND SIONSINT CONTROL MASORA • 111101/011JAIDSCAPII =SPAM PER DAL. MID ISKIXOES 1001101111101110 AND OMER SEED NIXTUSIS SUCH AS LOVACSIOSIN0 MU MI FM TAILS OAP OF Al!PISIDOMATED. MAIL natal ILIA Meat. DOWNIPOUT trif1LIIA PLA/I MN PUN VIEW nrs ni 1 ,; TOW .964" ! .11.110.1•11■10 -- 0 35 pa./ 1111.1 006er Sado. C. ONO Ma* or E XPIRED JUN 1 21001 WT 5 6 1 , 4 H-3 H-4 • A-I A-2 91 A—A =at 1. ammo sou talC WM 1.1 • VI PM 7M a I. 0:41:7=31 10111( mem aatora Mac. we ram we at 4111.4.■ 1;MM Val o to. r sex . or Mawr art may. Ca a as Mil 1 • ersalpar 10111 ~MN MAW WITVIDAtS Ob al ASIIIMM NT 11411 On 11....■ • I. ma aro. room aria two Is /is* as so Mt MR 1. =MR or arm amosnat an amp so seas .11 1111. IOW or lo Oa torn an. • .11:11411 1112103171TUJ. 111171TCWAT City of .1 Tukwila, . DATE21t/15/24 I RS • PI-A% 01\e ; FIN :1334-13 :1023-A , 162b-B 1628 1834-A 1631-8 162A M2043 PC44443 026-A LEGEND INFILTRATION TRENCH • coNsmucnom errOrice siroilatir FENCE: STOCKPILE PROTECTION WAGE RIGHT : LEFT RIGHT LEFT RIGHT LEFT LEFT MKT LEFT RIGHT LEFT LEFT CORRECTION LTR# RN: PARNELL COMPANY CNL ENGINEERS. ENGINEERING WOIAOEMENT 4422 -HIT" PLACE SE, ISSAQUAH, WA 98077 PHONE 42N643-15110 FAX 42644140115 1•168 8. i ' SO LA 11110MMI 75 LF DEINRABLE •fiemancemiillum CONSTRUCTION ENTRANCE' <Alt k, gcl A V .°t111 'Dawn Imam SO TONS ADDED LOTS AU 5 roe conT Me hik . Cliy standards Acceptance Is obry• "I ;r: condom wh. :I do nol s alt - • ' ... . lbialk7dsuL'aCcOzde:::orkb;1 a: ihs- 1-- " ' :";r3 2andeds or ordinance^ - . -`. : arvziancnc:r ....:TT,,:gpsiriNts. do Stag "6" .(i g : ' i • ,. 'I: :Sw Pubbc WWI WINN "veva DM: • Br: , • 7120° a1/0 el • . 4'7,7 ;‘,144:T.',7 7.71;1 o October 3, 2000 City of Tukwila Mr. Larry Mueller 6752 Lake Washington Boulevard #B15 Kirkland, WA 98033 Subject: Keystar /River Hills File #: D2000 -077 Lot 5 W00040351 Lot 6 D2000 -036 Lot 7 D2000 -037 Lot 8 D2000 -078 Lot 9 D2000 -038 Lot A D2000 -39 Lot H Dear Mr. Mueller, The City issued the above building permits with several conditions for construction activities. Some of the conditions apply to erosion prevention and sediment control. Keystar is not meeting these conditions. A summary of the City's erosion prevention and sediment control requirements and a copy of the permit conditions is enclosed. Keystar installed silt fence as perimeter protection, but has not maintained the fencing. In addition, in some locations the silt fence is being used more as a retaining wall, which is contrary to its intended use. None of the unworked areas have cover measures. All year round the City requires seeding on all disturbed areas which will be unworked for 30 days or more. From May 1 through September 30, the City requires temporary cover measures on ALL areas left undisturbed for more than seven days. Beginning October 1, all disturbed areas left unworked for more than two days shall be covered and all seeded areas must be mulched by October 8 All of the lots, except part of lot A and part of lot H, have been unworked for several weeks. In addition, there are cuts into the steep slopes which have no erosion prevention measures on them. Steven M. Mullet, Mayor Department of Public Works James R Morrow, P.E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.433.0179 • Fax: 206.431.3665 The City requests you take the necessary action to bring the erosion prevention and sediment control up to City requirements by October 11, 2000. I intend to have your site inspected on October 11, 2000. If on that date the erosion prevention and sediment controls are not in place, the City will issue a Stop Work Order. z Sincerely, cls cP(A.,04_13 U' Jim Morro Public Works Director N w o ?. ga PI U U ; ;o !C3 w U. l w Zi U :0 Enclosures Permit conditions Summary of Erosion Prevention and Sediment Control Cover Requirements Design specifications for ESC measures Inspection and monitoring requirements Cc: Bob Parnell Steve Araki Greg Villanueva File October 3, 2000 • Mr. Bob Parnell 4422 187 Place SE Issaquah, WA 98027 Dear Mr. Parnell, City of Tukwila Department of Public Works Subject: Keystar /River Hills File #: D2000 -077 Lot 5 D2000 -035 Lot 6 D2000 -036 Lot 7 D2000 -037 Lot 8 D2000 -078 Lot 9 D2000 -038 Lot A D2000 -39 Lot H Steven M. Mullet, Mayor James F Morrow, P.E., Director The City issued the above building permits with several conditions for construction activities. Some of the conditions apply to erosion prevention and sediment control. Keystar is not meeting these conditions. A summary of the City's erosion prevention and sediment control requirements and a copy of the permit conditions is enclosed. Keystar installed silt fence as perimeter protection, but has not maintained the fencing. In addition, in some locations the silt fence is being used more as a retaining wall, which is contrary to its intended use. None of the unworked areas have cover measures, All year round the City requires seeding on all disturbed areas which will be unworked for 30 days or more. From May 1 through September 30, the City requires temporary cover measures on ALL areas left undisturbed for more than seven days. Beginning October 1, all disturbed areas left unworked for more than two days shall be covered and all seeded areas must be mulched by October 8 All of the lots, except part of lot A and part of lot H, have been unworked for several weeks. In addition, there are cuts into the steep slopes which have no erosion prevention measures on them. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 433 -0179 • Fax: 206.431.3665 6 975"* Mkx'k ell"M VO Mt e wproyo m .o.W,.;..:Nrww ., wry.++r m..ri.i..rxww.tremmt .w,+.mra.rrra++•o !v . . The section of 40 Avenue South which is north of South 126 Street was cleared without the City's approval. Bob Parnell, a Keystar representative indicated this road would be covered with angular 2" minus rock to stabilize the right -of -way. This section of public right -of -way is still unstabilized. The City requests you take the necessary action to bring the erosion prevention and sediment control up to City requirements by October 11, 2000. I intend to have your site inspected on October 11, 2000. If on that date the erosion prevention and sediment controls are not in place, the City will issue a Stop Work Order. Sincerely, Jim Morrow Public Works Director Enclosures Permit conditions Summary of Erosion Prevention and Sediment Control Cover Requirements Design specifications for ESC measures Inspection and monitoring requirements Cc: Bob Parnell Steve Araki Greg Villanueva File October 3, 2000 Dear Mr. Araki, City of Tukwila Department of Public Works Mr. Steve Araki 6752 Lake Washington Blvd Issaquah, WA 98027 (/) w: w 2 g a I- Ili z �.; 1- 0 Z I 2 o� 0 u = ri z` The City issued the above building permits with several conditions for o construction activities. Some of the conditions apply to erosion prevention and sediment control. Keystar is not meeting these conditions. A summary of the City's erosion prevention and sediment control requirements and a copy of the permit conditions is enclosed. Subject: Keystar /River Hills File #: D2000 -077 Lot 5 / D2000 -035 Lot 6 / D2000 -036 Lot 7 D2000 -037 Lot 8 D2000 -078 Lot 9 D2000 -038 Lot A D2000 -39 Lot H Keystar installed silt fence as perimeter protection, but has not maintained the fencing. In addition, in some locations the silt fence is being used more as a retaining wall, which is contrary to its intended use. None of the unworked areas have cover measures, All year round the City requires seeding on all disturbed areas which will be unworked for 30 days or more. From May 1 through September 30, the City requires temporary cover measures on ALL areas left undisturbed for more than seven days. Beginning October 1, all disturbed areas left unworked for more than two days shall be covered and all seeded areas must be mulched by October 8 All of the lots, except part of lot A and part of lot H, have been unworked for several weeks. In addition, there are cuts into the steep slopes which have no erosion prevention measures on them. 6300 Souchcencer Boulevard, Suite #100 • Tukwila, LVashingcon 98183 • Phone: 206. 433.0179 • Fax: 200.431.30o5 Steven M. Mullet, Mayor James E Morrow, P.E., Director . • The section of 40 Avenue South which is north of South 126 Street was cleared without the City's approval. Bob Parnell, a Keystar representative indicated this road would be covered with angular 2" minus rock to stabilize the right -of -way. This section of public right -of -way is still unstabilized. The City requests you take the necessary action to bring the erosion prevention and sediment control up to City requirements by October 11, 2000. I intend to have your site inspected on October 11, 2000. If on that date the erosion prevention and sediment controls are not in place, the City will issue a Stop Work Order. Sincerely, ' ' ° lrs't3U.� im Morro Public Works Director Enclosures Permit conditions Summary of Erosion Prevention and Sediment Control Cover Requirements Design specifications for ESC measures Inspection and monitoring requirements Cc: Bob Parnell Steve Araki Greg Villanueva File U U CO 0 U) ;N IL W 0 . g J . IL Q Z p gi ;w w: 2 o 0 0 1- = V! U. 0` U o ` z.: CITY OF TUKWILA Address: 4000 S 126 ST Permit No: D2000 -077 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 03/07/2000 Parcel $(: 794520 -0005 Issued: 07/12/2000 Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 3. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 4. Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 5. All mechanical work shall be under separate permit issued by the City of Tukwila. 6. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 7. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 8. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 9. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 10. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11. All wood to remain in placed concrete shall be treated wood. 12. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13. Temporary erosion control measures shall be implemented as the first order of business to prevent erosion and offsite transport of sediment. All erosion control must meet the 1998 King County Surface Water Design Manul standards. 14. The site shall have permanent erosion control measures in 'NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ro 0 m 0 0 a 0 0 m 6 r m w rt n r w W a W W w m 0 n CD a completed and prior to the Final Inspection. 15. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H :1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. COVERING MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. 16. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA a (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 17. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of five feet. Driveway shall be paved within 20' of right -of -way. 18. For residential driveways, a minimum 12" pipe shall be installed under the driveway at the existing drainage ditch location. 19. Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 20. All water improvements shall be install and the installation aapproved by WD125 before Public Works gives Final Approval. All sewer improvements shall be installed and the installation approved by ValVue sewer district befroe Public Works gives Final Approval. Applicant shall provide the City an approved set of drawings for both the water and the sewer, signed by WD125 or ValVue sewer as appropriate, that show both the plan and the profile of the installed system. 21. All signs installed on City right of way shall meet current MUTCD standards. 22. Any material spilled onto any street shall be cleaned up immediately. 23. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 24. No sewer design was provided as part of the application submittal. The side sewer design and subsequent construction shall be completed in accordance with ValVue sewer standards. No water design was provided as part of the application submittal. The water design and subsequent construction shall be completed in accordance with WD125 standards. 25. Any septic tanks in the area shall be pumped empty and removed or filled with sand. A copy of documentation from Sl iSia' '':s.:.itu1:>;.�i.; �.w: .l':.:I:.,Lr.[ne;, .,.. c...:ie:s.. 7c `.r...,1'a.J r,�A:u+.,..��..• ,11 .wnd.aW Z C6 U. U CO co 11J la 0 c g =1 u. = O : z ic W W D , 0 I— Ill = W H IL O .. W u H = 0 ~' z to the City Utilities Inspector. 26. No framing or storage of flammable materials onsite shall commence prior to installation and acceptance by WD12S and City of Tukwila Fire Department of new water main and Eire hydrants. Fire hydrant location shall be preapproved by Tukwila Fire Department. 27. Following installation of the water and sewer systems, Applicant shall provide the City with one water and one sewer availability letter, PER ADDRESS, pertainiang to that address and showing that address on the availability letters. 28. The Land Altering Permit fee is based upon an estimated 90 cy of cut and fill. If the final quantity exceeds this amount, the developer shall be required to calculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 29. OWNER /APPLICANT /CONTRACTOR DATE 6 the business that performed the p,,wping shall be provided • •.,.,. .. ,r; ::r:tJ s .,: ,s. 10,: .,,....1A :.04u1.%.Rd....r . .: 'n tlt:s:.;:Q4" ;c�<•.x,� >: • �•••, •.�w••,; CITY OF TUKWILA Address: 4031 S 126 ST Permit No: D2000 -038 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 02/03/2000 Parcel #: 734060 -0662 Issued: 09/20/2000 Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 3. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 4. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 5. Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 6. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7. All wood to remain in placed concrete shall be treated wood. 8. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 10. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, COVER ALL AREAS WHICH REMAIN UNWORKED FOR MORE THAN SEVEN DAYS. INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT re 2 N L `. N W: W O g -'. =1 a. = d: 1- O: Z f"s 0 N ;O , :0 = V, . • W Z ' => O h z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 11. 20. 25. OWNER /APPLICANT /CONTRACTOR ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities . 12. 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. 13. Contractor shall notify Public Works Utility Inspector at 206 - 433 -0179 of commencement and completion of work at least 24 hours in advance. 14. FRAMING OF STRUCTURES SHALL NOT COMMENCE PRIOR TO NSTALLATION OF FIRE HYDRANT AND ACCEPTANCE BY THE CITY'.S FIRE DEPARTMENT. 15. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of five feet. Driveway shall be paved within 20' of right -of -way. 16. ALL SIGNS SHALL MEETS MUTCD STANDARDS. 17. Any material spilled onto any street shall be cleaned up immediately. 18. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 19. Any septic tanks in the area shall be pumped empty and removed or filled with sand. A copy of documentation from the business that performed the pumping shall be provided to the City Utilities Inspector. Work affecting traffic flows shall be closely coordinated with the City's Utilities Inspector. Traffic control plans shall be submitted to the Inspector for prior approval. 21. The City of Tukwila has an undergronding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 22. APPLICANT SHALL PROVIDE WATER AND SEWER AVAILABILITY LETTERS FOR THIS ADDRESS AFTER THE WATER AND SEWER SERVICE ARE INSTALLED. 23. No framing or stockpiling of flammable materials onsite shall commence prior to installation and acceptance by WD125 and the City of Tukwila Fire Department of new water main and fire hydrants. Fire hydrant locations shall be preapproved by Tukwila Fire Department. 24. Following installation of the water and sewer systems, Applicant shall provide the City one water and one sewer availability letter, PER ADDRESS, pertaining to that address and showing that address on the availability letters. DATE rt Vt t 0 0 N 0 , CO W E N LL W 0; J: IL Q W I- 0 W W.. U ,c) N` 0 F- ;W Wi 0' Z , ow 0 ~i SUMMARY OF EROSION PREVENTION AND SEDIMENT CONTROL COVER REQUIREMENTS A condition of the your permits is that the erosion prevention and sediment control be installed as the first order of business. Keystar has installed erosion silt fence in an in an inappropriate application and has not provided temporary cover for the nearly two acres of disturbed soils. The following summarizes the City's standards for cover measures: May 1 through September 30, temporary cover measures shall be installed on ALL areas left undisturbed for more than seven days. October 1 through April 30, temporary cover measures shall be installed on ALL disturbed areas left unworked for more than TWO DAYS. These requirements may be relaxed at the City's discretion, depending on site topography and other conditions. At all times, any disturbed areas left unworked for more than 30 days shall be seeded. Wet season requirements — At a minimum, the ESC plan and plan notes shall provide the following for work which will occur from October 1 through April 30: • Install temporary cover measures on all areas which will remain unworked for more than TWO DAYS and on stockpiles and steep cut and fill slopes. • Retain onsite a quantity of cover measures materials sufficient to cover all disturbed areas. • By October 8, temporarily seed and mulch all areas that will be unworked during the wet season. • Mulch all seeded. areas. . • Stabilize all construction traffic areas, unless already graveled. w.Ualni::isa.s+i • z w fi gg ?, 0 N 0` w w : J F CD IL, uw 0 J' . F. F; • o� z 1 U 0 0 -: a l; = V' . I= z . _ o • z SUMMARY OF CITY ESC REQUIREMENTS The erosion prevention and sediment control (ESC) plan shall be designed in accordance with the current edition of the King County Surface Water Design Manual. The plan shall provide information for temporary erosion prevention and sediment control during all phases of construction and also shall provide permanent stabilization for disturbed areas. During construction, the City may require additional measures as needed to prevent erosion and retain sediment. 1. Principles — The plan shall emphasize erosion prevention rather than sediment control and shall minimize the extent and duration of soil exposure. In addition, the plan shall minimize runoff -off velocities and retain sediment on -site. 2. Plan — At a minimum the ESC plan shall show clearing limits, sensitive area buffers, and shall provide temporary stabilization, sediment retention , and perimeter protection. In addition, some projects will require stabilized traffic areas and surface water controls, which shall be shown on the ESC plan. The plan shall also provide a description of final stabilization methods. 3. Seeding — The plan shall provide the seed mix for the temporary and permanent seeding. 4. Cover measures — May 1 through September 30, temporary cover measures shall be installed on ALL areas left undisturbed for more than seven days. October 1 through April 30, temporary cover measures shall be installed on ALL disturbed areas left unworked for more than TWO DAYS. These requirements may be relaxed at the City's discretion, depending on site topography and other conditions. At all times, any disturbed areas left unworked for more than 30 days shall be seeded. 5. Wet season requirements — At a minimum, the ESC plan and plan notes shall provide the following for work which will occur from October 1 through April 30: • Install temporary cover measures on all areas which will remain unworked for more than TWO DAYS and on stockpiles and steep cut and fill slopes. • Retain onsite a quantity of cover measures materials sufficient to cover all disturbed areas. .,,,.. +•.:'E;,� �, G,:.!k::. ,, .;^. Ak: B��: A; idiatirz !�kai',w3.41+i44ti.•wsa:tlii" 4'�.�',n:r:r •. - s 410 n :.iw:.b.r z ~ w r 2 J U 0 co 0 W w' J w • 0 gQ = w o • z �. w 0 0 - 0 F- S V . I- 0 • By October 8, temporarily seed and mulch all areas that will be unworked during the wet season. • Mulch all seeded areas. • Stabilize all construction traffic areas, unless already graveled. ESC MAINTENANCE 1. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. 2. During the life of the project, the Applicant/Owner shall maintain in good condition and promptly repair, restore, or replace all grade surfaces, walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 3. The Applicant /Owner shall monitor the downstream drainage features, and shall, with City approval, remove all sediment deposition resulting from project - related work. 4. The City shall assume maintenance and operation responsibilities for all ESC measures located within public easements and rights -of -way, following final acceptance of such facilities by the City. ESC DURING CONSTRUCTION 1) As the first order of business, the Permittee shall install erosion prevention and sediment control measures per the ESC. Install the downstream temporary ESC measures before any site disturbance occurs. Before the temporary measures are removed, install and establish the upstream permanent ESC measures. 2) The Permittee shall at all times protect sensitive areas, their buffers, and adjacent private properties and public rights -of -way or easements from damage during land altering operations. The Permittee shall restore, to the standards in effect at the time of the issuance of the permit, sensitive areas, their buffers, and public and private properties and improvements damaged by the Permittee's operations. 3) Permittee shall arrange for and comply with the following: • Notify the Public Works Department within 48 hours following installation of ESC measures. .14,- ' wn'a r .;` " 4ifa .� .y_R,iw uv&m;fv j.. • Obtain permission in writing from the Public Works Department prior to modifying the ESC plan. • Maintain all road drainage systems, storm water drainage systems, control measures and other facilities as identified in the ESC plan. • Repair any siltation or erosion damages to adjoining properties and drainage facilities. • Inspect according to the approved ESC inspection schedule, and make needed repairs immediately. Table 2 Matrix of temporary and permanent erosion control measures and estimated effectiveness ratings. EROSION CONTROL MEASURE Cleanng Limits , . . . . . . . . . . Natural Vegetation Natural Buffer Zone Fencing Dust Control Palliatives T I Stabilize the soil E Wet Season Requirements Project Shutdown for Winter Snow Controls Cover Measures Mulch Netting/Matting/Blankets Plastic sheeting Seeding Sodding Plantings PerimeterProtection Silt Fence T Control Sediment E Straw Bales Brush Barrier Sand Bags Biofitter Bags Traffic Area Stabilization ...... . . Aggregate Entrance Road/Parking Gravel Fitter Berm :Sediment .ReterittOii Sediment Trap Sediment Basin ...'SUtface:Water Control • • Interceptor Dikes and Swales Pipe Slope Drain Check Dam Gabion Walls/Mattresses Gradient Terraces Surface Roughening Catch Basin Inserts Rock Splash Pad Level Spreaders Riprap TEMPORARY VS PERMANENT P P T T T T T T T/P P P T T T T T T T T P T T T T P P T P T P PURPOSE* Prese vegetation Sheet erosion Protection of site Stabilize the site Control snow melt Stabilize the soil Stabilize the soil Stabilize the soil Stabilize the soil Stabilize the soil Prevent erosion Control sediment Control sediment Control Sediment Control Sediment Control sediment Control sediment Control sediment Trap sediment Capture sediment Control runoff Convey runoff downslope Control sediment/runoff Convey and control runoff Stabilize soil Stabilize soil Trap sediment Prevent erosion Discharge runoff Stabilize soil RATING** E E M E E E M P E M E P M M P E E M E E M E M M M E E E P E Assumes used for all types of erosion unless otherwise indicated. ** Designation assumes correctly installed: E=Excellent, M=Moderate, P=Poor Chapter 1 Erosion Control Page 15 3,1 z z 6 C.) 00 u) cow: WI CO u_ • 0 2 g ▪ < • co 2, 0 z 1— ICJ ui 0 w 0 — 0 1— ui u j c 1— r - u_ 6 . z 0 0 1- Dust Control Preventative measures to minimize the wind transport of soil, prevent a traffic hazards and reduce sediment transported by wind and deposited in water resources. Applications When exposed soils are dry to the point that wind transport is possible and roadways, drainage ways or surface waters are likely to be impacted. Advantages • Reduces movement of soil to offsite areas. Disadvantages • Over watering, when water is used as dust control, may cause erosion. Design Criteria • Dust control is covered in the 00280 Supplemental. The designer can provide project - specific dust control specifications in the 00280 Special Provisions. • Dust control measures include: * Temporary stabilization practices such as temporary and permanent seeding, temporary mulching and erosion control blankets. * Sprinkling exposed areas with water. * Installing construction entrances and stabilizing construction haul roads. * Application of calcium chloride. Buffer Zone A buffer zone consists of an undisturbed area or strip of natural vegetation or an established suitable planting which reduces erosion and runoff. Applications • Between disturbed areas and streams or other water bodies. • Along natural swales and at wetlands. Advantages • Provide habitat. • Reduces velocity and quantity of runoff. • Provide visual screening. • Low maintenance. Chapter 1 Erosion Control Page 16 : Disadvantages • Requires keeping all construction equipment, debris and soils out of the natural areas. • Extensive buffers can increase project costs. Special Considerations • Constrains work area and equipment movement. • Requires the Inspector to fence or flag the clearing limits. • Requires the Inspector to fence or flag outside tree and shrub driplines. Design Criteria • Preserve natural vegetation in clumps, blocks or strips. • Preserve natural vegetation on unstable, sleep slopes. • Vegetative buffer zones for streams, lakes or other water ways should be 30 m wide on each side of the feature. The width can increase depending on other onsite conditions, existing vegetative conditions and erosion potential. Maintenance • Inspect flagging and fencing frequently and repair as needed. . Preserve Natural Vegetation Preserving vegetation minimizes soil exposure and provides aesthetic benefits. Applications • Flood plains, wetlands, stream banks, steep slopes and other areas where erosion controls would be difficult to install and maintain. Advantages • Helps reduce soil erosion and runoff while beautifying an area. • Saves landscaping costs, provides areas for wildlife, and provides visual screening. • Helps maintain water temperature. Temperature moderation is especially important when detention ponds drain to salmonid - bearing streams. • Retains existing shade and cover habitat. Disadvantages • Retaining older trees could create a safety hazard. • May constrict area available for construction activities. Special Considerations • Requires coordination with Environmental Services Unit, Landscape Unit and the construction Project Manager's office. • Requires the Inspector to fence or flag the clearing limits. Chapter 1 Erosion Control Page 17 z CC U N 0 N w W =. n w W O` g Q ' 0 w z �. z o W co UO O F- WW V; o . i i i z C.) 0 • • Requires the Inspector to fence or flag outside tree and shrub driplines. Design Criteria • Contact the Landscape Architect when determining what to save and how to save it. • Vegetation can be preserved in natural clumps or as individual trees, shrubs and vines. • Clearly flag or mark the ground disturbance limits outside the dripline of preserved trees. • Protect vegetation from: * Construction equipment injury above or below the ground level. Injury occurs from scarring, cutting roots, or compaction. * Grade changes which affect the plants' ability to obtain air, water or minerals. Placing a layer of gravel and a tile system over the roots before a major fill allows air and protects the plant from the fill. * Root exposure. Terracing the area around the plant, or leaving the plants on an undisturbed mound can increase the plants' survival chances. * Damage caused by excavations for tile, water and sewer lines. Maintenance • Inspect and repair flagging or fencing. • Re -cover and /or seal exposed plant roots. Temporary and Permanent Seeding A well - established vegetative cover is one of the most effective methods of reducing erosion. Applications • On disturbed areas that require seeding either because the area has reached final grade (permanent seeding) or because the area will remain unworked from 2 to 12 months (temporary seeding). Refer to the 00280 Supplemental for soil exposure limitations and seeding dates. • In vegetation -lined channels, seed and then protect with a net or blanket. • In retention /detention ponds. Advantages • Prevents erosion and also traps sediment. • Improves appearance of the site. • Provides excellent stabilization. • Relatively inexpensive erosion control measure. Chapter 1 Erosion Control Page 18 z ~ w U: U cn o co a W W0 2 u. a. 52 a . LU Z z � UJ U o fl- o �. W w' s .z : U = Ot Disadvantages • Needs sufficient time for seed to establish. • May require mulch or other cover. • May require fertilizer and lime to establish on poor soils. • May require irrigation. Design Criteria The following discussion presents general information regarding seeding, bed preparation, mulching and fertilizing. See the 00280 Supplemental for specific seeding requirements. Seed • Generally, the best time to permanently seed is early spring or late fall depending on site conditions. Mulching and irrigation may be required for areas seeded during the hot summer months. • Seed applied during the winter may take several months to develop a dense ground cover due to cold temperatures. The application and maintenance of mulch is critical for winter seeding. • To prevent seed from being washed away, confirm installation of all required surface water control measures. Seedbed • Prepare a firm but not compacted seedbed. Roughen slopes steeper than 1:3. The typical method is track - walking (driving a crawling tractor up and down the slope) creating cleat imprints parallel to the slope contours. Seed Mixes • Provide project - specific seed mixes and application rates in the 00280 Special Provisions. Fertilizer • Slow - release fertilizers are more efficient and have fewer environmental impacts.. Areas being seeded for final landscaping may require soil tests to determine the exact type and quantity of fertilizer needed to prevent the over - application of fertilizer. Use non - phosphorus fertilizer on disturbed areas near water bodies and wetlands. • The addition of stockpiled topsoil or compost reduces the need for fertilizer and improves the overall soil quality. • Provide project - specific application rates in the 00280 Special Provisions. Mulch • Required for seeding slopes greater than 1:3. • Required for seeding during the wet season. • • May be required during the dry season if: * Grass growth is expected to be slow, Chapter 1 Erosion Control Page 19 z w 00 COO Cl) i J w 0; ga zd �..w z z o . L1.1 ut U 0• '0 N: CI I..; = • , -. - w z U N . I; ' 0 * The soils are highly erodible, * There is a water body close to the disturbed area, or * Significant precipitation is anticipated before the grass will provide effective cover. • Can be applied on top of the seed or applied with the seed during hydroseeding. Hvdroseed • Hydroseeding requires a mulch tracer as a visual aid during application. • On slopes 1:1.5 and steeper, hydroseeding requires and tackifier. • During the dry season, hydroseeding with wood fiber mulch is adequate. • During the wet season, double the application rate to compensate for more rapid breakdown of the mulch. Maintenance • Reseed areas that fail to establish adequate cover within specified time. If reseeding is ineffective, use an alternate method, such as sodding or nets /blankets. • Reseed and protect with mulch any areas affected by erosion. If the erosion is caused by concentrated runoff, fix the runoff problem and then reseed and mulch the area. Mulch Mulching soils provides immediate temporary protection from erosion. Mulch also enhances plant establishment by conserving moisture, holding fertilizer, seed, and topsoil in place, and moderating soil temperatures. There are many varieties of mulch, only the most common types are discussed in this section. Applications • On areas which can't be seeded or are otherwise unfavorable for plant growth. • As a cover for seed during the wet season and during the hot summer months. • As temporary stabilization on bare soils exposed by construction activities. Refer to the 00280 Supplemental for specific requirements. Advantages • Provides instant protection. • Conserves moisture. • Does not require removal. • Allows vegetation growth through the mulch. • In all seasons, protects temporary and permanent seeding from heat, moisture loss and transport due to runoff and provides effective cover for seeding during the dry season. Chapter 1 Erosion Control Page 20 ; '' 1.,:: I4 fti4ui 'itiw ilUMXttiik4gA{,i4.1AAtats , lo:m`` A I i:Yat I L '111 w U Cy O 0 I- wW LL 0: - O: ..z . Disadvantages • Must be applied at the specified thickness. • Thick mulches can delay germination. • Can be blown or washed away if not adequately secured. Design Criteria • Divert concentrated runoff from mulched slopes. • Specific material and application criteria are included in the 000280 Supplemental. The following discussion contains general information regarding mulches. Organic Mulches • Straw mulch provides immediate protection lasting approximately three months. Straw can be spread by hand or by machine and may require anchoring for wind protection. Common anchoring methods include crimping, disking, rolling or punching into the soil; covering with netting; spraying with a tackifier; or keeping it moist. Straw mulch is commonly used in Eastern Oregon in conjunction with seeding. • Corn Stalks, which decompose slowly and are resistant to windblow, should be shredded into 100 to 150 mm lengths. • Wood chips are suitable for areas that will not be closely mowed and areas around ornamental plantings. Chips decompose slowly and require • nitrogen application to prevent nutrient deficiency in plantings. Both wood and bark chips tend to wash down slopes greater than 6 %. • Wood cellulose, grass straw cellulose and paper fiber products are commonly used in western Oregon in a hydroseed slurry mix containing fertilizer. In Eastern Oregon the hydroseed slurry is used in conjunction with straw mulch to add protection from the sun. The combination of hydroseed slurry and straw mulch is well suited to steep slopes, critical areas and severe climate conditions. Wood fiber hydro - slurries, not containing seed or fertilizer, are used to tack straw mulch. • Manure mulches should be well -aged and are not suitable for use near water bodies. • Leaf compost, available in some areas of the state, is suitable for flat areas and steep slopes. Chemical Mulches Synthetic, spray -on mulches and soil binders can seal the soil surface, increasing erosion, and may cause adverse effects on water quality. Therefore, they are not recommended for use as a mulch. Chemical mulches may serve as tacking agents. Chapter 1 Erosion Control Page 21 z 1 W 0. U N o . CI) J ~ • 11.• O ; J LL < co • d �i z � o z �-. u i U 0 U 0 H: w W o ui z o : • z Maintenance • Maintain the thickness of the cover. • Remulch and /or protect with a net or blanket any areas that experience erosion. If the erosion problem is drainage related, then fix the drainage problem and remulch the eroded area. Sod Establishes permanent turf for immediate erosion protection and stabilizes drainageways. Applications Disturbed areas requiring short-term or long -term cover. Disturbed areas requiring immediate vegetative cover. • Waterways carrying intermittent flow (except biofiltration swales) and requiring immediate stabilization or aesthetic mitigation. Advantages • Provides immediate protection which is effective and aesthetically pleasing. • Provides high density vegetation which is superior to a recently seeded area. • Placement can occur any time that soil moisture is adequate and the ground is not frozen. Disadvantages • Expensive. • Difficult to find sod free of weeds. • Irrigation may be required if installed in summer. • Difficult to.mow if installed on slopes steeper than 1:3. • Installations in grassed waterways may roll up if not anchored or drained properly. Design Criteria • Use sod which is weed free, has uniform thickness (approximately 25 mm thick) and dense root mat for mechanical strength. • Generally inappropriate for bioswales. Sod can be used for lining ditches to prevent erosion, but will provide little water quality benefit during the wet season. • The following steps are general recommendations for sod installation. Refer to ODOT's Standard Specifications for specific installation criteria. • Shape and smooth the surface to final grade in accordance with the approved grading plan. • Fertilize as per supplier's recommendations. Some jurisdictions may require a non - phosphorous fertilizer near water bodies and wetlands. Chapter 1 Erosion Control Page 22 «•' t,hataiNso '+2#ii :t�trdJie +tiv:_v iiS:`SS,."' "' °' ticatti�8 +`v1 k�i li, , 1611 t+... z oc 00 (00 , CA W' w 2 u. = d I _ z � _ -0 Z ku 2 U o w w` o u. 6 ui U O ff '. z • Work lime and fertilizer into soil 25 -50 mm deep and smooth the surface. • Lay sod strips perpendicular to the direction of water flow, beginning at the lowest area to be sodded. Wedge strips securely into place and square the ends of each strip to provide for a close, tight fit. Stagger joints at least 300 mm. Staple sod onto 1:3 and steeper slopes. • Roll the sodded area and irrigate. • When sodding is carried out in alternating strips or other patterns, seed the areas between the sod immediately after sodding. Maintenance • Inspect sodded area frequently. • Retack, resod or reseed as necessary. • If it is impossible to establish a healthy ground cover due to frequent saturation, instability, or some other cause; remove the sod, seed the area with an appropriate mix, and protect with a net or blanket. Erosion Control Blankets Nets are strands of material woven into an open, but high - tensile strength net; for example, jute net). Mats are strands of material that are not tightly woven, but instead form a layer of interlocking fibers, typically held together by a biodegradable or photodegradable netting; for example, excelsior (wood fiber) or straw blankets. Blankets generally have lower tensile strength than nets, but cover the ground more completely. Coir (coconut fiber) fabric comes as both nets and blankets. Geotextile may also serve as blankets. Figure 4 Slope and ditch application of erosion control matting. Chapter 1 Erosion Control Page 23 z p z w 6 .J U' U O ND w w. w • O g Q .N v I- Ili I- a Z • ~; U 1 P w w _ . - o . Ili Z. 0 2 0 z Applications • On disturbed areas that require cover measures for more than 30 days. • For permanent stabilization of slopes 1:2 or steeper and with more than 3 m of vertical relief. • For permanent reinforcement of turf to protect drainageways during high flows. • For , permanent stabilization of channels, possibly providing a cost - effective, environmentally preferable alternative to riprap. • For drainage ditches and swales. The appropriate netting or blanket applied to drainage ditches and swales can protect bare soil from channelized runoff while vegetation is established. • On steep slopes and in channels to prevent erosion and hold seed and mulch in place. Advantages • Do not generate high - velocity runoff and, therefore, offer temporary slope protection which is superior to plastic sheeting. • Capture a great deal of sediment due to their open, porous structure. • Usually easy to install. Disadvantages • Correct installation is critical to the effectiveness of these products. Good ground contact during installation prevents runoff concentrating under the blanket and causing significant erosion. Design Criteria • Apply as temporary slope stabilization according to 00280 Supplemental. • Organic blankets (excelsior, jute and coir) biodegrade and are useful for applications requiring stabilization for up to three months. Use organic blankets, which retain moisture and provide organic matter to the soil, for slope protection and short-term waterway protection and to improve the speed and success of revegetation. * Use jute netting in conjunction with mulch in order to prevent erosion that could result from the net's open structure. * Excelsior, woven straw, and coir blankets may be installed without mulch because they provide complete surface protection. • Synthetic mats are made from non - biodegradable material and will remain in place for years. Use purely synthetic blankets for long -term stabilization of waterways. * Turf Reinforcement Mats (TRM) are made from polymer nettings or monofilaments formed . into a mat. TRMs protect seed and increase germination and also acts as part of the root structure; giving the turf higher strength. * Erosion Control and Revegetation Mats (ECRM), composed of heat -fused monofilaments or monofilaments stitched between netting act as permanent mulch. ECRM allow growth through the mat. Chapter 1 Erosion Control Page 24 �;,nrnmyx+,roi tR++VaU' *mI +NH°` 1 TAKott z ~ w U0 . coo. cow J SQw w o: 'Do /- w r . Z �. I- o Z �- U � o i, OH I - U. r` 111 Z U N' , o • Ditch or swale applications: * Lengthwise overlap Min. 100 mm * Crosswise overlap Min. 150 mm * Avoid joining material in center of ditch or swale. • Slope application * Lengthwise overlap Min. 150 mm * Crosswise overlap Min. 50 mm * At top of slope, entrench material in a 150 mm X 150 mm trench and staple at 0.3 m intervals. * At bottom of slope, turn material under 100 mm and staple at 0.3 mm intervals. * On slopes flatter than 1:3, rolls can be placed in horizontal strips. Maintenance • Inspect periodically, especially following severe storms. • Repair any damaged areas of the net or blanket and staple into the ground any areas not in close contact with the ground surface. • If erosion occurs repair and protect the eroded area. Plastic Sheeting Provides immediate, short -term protection to slopes and disturbed areas which cannot be mulched. There have been many problems with plastic sheeting, usually attributable to poor installation and maintenance. Use alternatives to plastic covering whenever possible. 3m MAX. Ll Figure 5 Plastic sheeting installation using tires as anchors. Chapter 1 Erosion Control Page 25 Applications • On disturbed areas that require cover measures for less than 30 days. • On cut and fill slopes and stockpiles. Advantages • Provides immediate, short-term erosion protection to slopes and disturbed areas. • • Fairly quick and easy to install. i- z LLI re 2 Disadvantages a: • Plastic sheeting may concentrate sun rays and burn the vegetation beneath it. N 0 • Material generates high velocity runoff and breaks down quickly when exposed to w w ultraviolet radiation. _ .1 LL • Plastic which is not completely removed can clog drainage system inlets and outlets. w O ` Design Criteria u. co • Do not use plastic covering upslope of areas such as steep and /or unstable slopes = a that might be adversely impacted by concentrated runoff. ▪ w • When possible, install an interceptor dike at the top of the plastic to divert flows away D o o w • Toe -in the top of the sheeting in a 100 mm x 100 mm trench backfilled with at- w u. E" • Install a gravel berm, riprap, or other suitable protection at the toe of slope in order to z . dissipate runoff velocity. o o I. • Anchor the plastic using sand bags or tires spaced on a 3 meter grid spacing. from the plastic. compacted native material. • Overlap seams 300 to 600 mm; tape, roll and stake the seams and then weigh down the entire length. Maintenance • Replace torn sheets and repair open seams. • Completely remove and replace plastic , ghen it begins to deteriorate. • Completely remove all plastic once it is no longer needed. Chapter 1 Erosion Control Page 26 Aggregate Construction Entrance A stabilized aggregate pad, placed at construction site ingress /egress locations, which reduces the amount of sediment transported onto paved roads by vehicles or runoff. Figure 6 Typical aggregate construction entrance detail. Applications • Wherever traffic will be leaving a construction site and traveling on paved roads or other paved areas located within 30 m of the site. Advantages • Reduces traffic hazards caused by debris on public roadways. • Reduces sediment on roadways which can wash into the storm sewer system Disadvantages • Only effective if erosion and sediment control employed elsewhere onsite. • Only works if installed at every location where construction traffic leaves the site. .Design Criteria • Minimum length: 15 m for drainage areas having less than 0.4 hectare of exposed soil. 30 m for drainage areas having more than 0.4 hectare of exposed soil. Minimum width: 6 meters. Minimum Aggregate Depth: 200 mm • Install construction entrances before beginning grading. Chapter 1 Erosion Control Page 27 • ,61 41, .z i>: un . sb auwso waa i� Ott t ssF.r ti. «a :.3si :lii 'a: ;n %c;;;u,:;: • Whenever possible, construct the pad on a firm, compacted subgrade. • Place a subgrade geotextile under the embankment material when fine sediment under the pad could "pump" up and into the rock pad. • Install fencing as necessary to restrict construction vehicle traffic to the construction entrance. • Include a tire wash if the entrance does not prove effective in retaining sediment Z W g ; , U 0, N 0 W W J E' CD IL W 0 .. < cO i W . I. O Z H W U � :O N W W u. O W z: •0 �. Z Type 1 Tire Wash - Wash tires over gravel. Collect the wash water and drain to a sediment trap or basin. Include the wash -water volume when sizing the trap or basin. Install silt fence as needed to retain sediment in tire wash. Type 2 Tire Wash - Refer to the following figure for an example of a typical Type 2 Tire Wash. Slope To Drain Boat To Was rTypJ OJ m Impervious Run Out Area, Grade To Drain To Wash I SmrMin.l Direction Of Trovrt _ X Grad OJm Concrct 2.7m OJm Crushed Bose Course SECTION 49m(MinJ Geotastile As Required OJm I ~E I o Tm Pavia. Water Suopy —And Maintain 0..7 on Or Water At All Times. ► .15 Bars 2.Bm O.C. Both Ways Figure 7 Typical tire wash detail. Maintenance • Immediately sweep up and remove or stabilize on -site any sediment that is tracked onto pavement. If the sediment poses a threat to public safety and street sweeping proves ineffective, consider washing the street and collecting the water in a sediment pond or sump before it leaves the site. • Add aggregate as needed to maintain the specified dimensions. • Immediately remove any aggregate which gets carried from the pad to the roadway. • Maintain fencing installed as traffic control. Chapter 1 Erosion Control Page 28 x....,.�.a. .. e.•> .,;i+,:+4"w,�:ir!:;:av��rv�:;ic: vhY.tl 'wkkt `¢i3.YYtsx., >J::+S::ee4at : 6M Construction Road/Parking Area Stabilization Stabilized parking areas and on -site vehicle transportation routes reduce erosion caused by construction traffic or runoff. Applications • Permanent or temporary roads or parking areas used by construction traffic. Advantages • Reduces onsite erosion, dust and off -site tracking of soils. • Can speed and enhance efficiency of onsite work. Disadvantages • Temporarily stabilized construction roads can be expensive to install and maintain. Design Criteria • Road and parking area stabilization may not be necessary during the dry season (unless dust is a concern) or if the site is underlain by coarse - grained soils. • ODOT usually leaves temporary road locations and construction criteria to the contractor's discretion. The following is general information regarding road and parking stabilization: • Stabilize roads and parking areas immediately after initial grading. • Whenever possible, construction roads and parking areas should be placed on firm, compacted subgrade. • Temporary road gradients shouldn't exceed 15 percent. • Grade roadways to encourage sheet flow runoff to a roadside ditch or to a heavily vegetated area, except vegetated wetlands or landscaped areas, with a well - developed topsoil and at least 15 m of vegetation to treat the sheet flow runoff. Treating sheet flow runoff from temporary roads is preferred to using a sediment pond or trap. • Immediately following grading, apply crushed rock, gravel base or crushed surfacing base course. A course of asphalt- treated base (ATB), cement or calcium chloride may also be used. • Install fencing, if necessary, to limit, vehicle access to stabilized roads and parking areas. Maintenance • Add crushed rock, gravel base, as required to maintain a stable driving surface and to stabilize any eroded areas. Chapter 1 Erosion Control Page 29 re w O: CO U. W w: CD u.: w �. a = v. • • o. , o, O N .w W: 1- U • z LLi _ ; o� z Figure 8 Pipe slope drain installation. Pipe Slope Drain A pipe extending from the top to the bottom of a cut or fill and discharging into a stabilized water course, sediment trapping device or onto a stabilized area. The pipe slope drain carries concentrated runoff down steep slopes without causing gullies, erosion, or saturation of slide -prone soils. Compacted Material Which Forms A Dike. Riprap Pod Or Equivalent Energy Dissipation Which Discharges To A Sediment Retention Measure Or A Stabilized Outlet. Applications • On any slope where a temporary or permanent measure is needed to convey runoff to avoid erosion. Advantages • Effective method of conveying water down steep slopes. • Reduces or eliminates erosion. • Easy installation and little maintenance. Disadvantages • Drain can be under - designed or incorrectly located. • Area cleared for drain installation requires stabilization to prevent erosion occurring under the pipe. • Outfall systems constructed of pipe segments which are banded and /or gasketed together have developed leaks causing erosion and failure of the system. Failures on erodible or steep slopes can cause downstream sedimentation or even mudflows. Chapter 1 Erosion Control Page 30 ;� a:2 b;? •iwmii %; ia $ r3 >,_ y w +r� x3 w -Cd Y� w?;; $ �ti iri�r z U O' U) : CO `1 = ' co I W 0 I L 0 - 0 I- W W . I W I l z o- z Contritiuting°Drainage Area : :::Pipe `Diameter.: 0.2 hectare 300 mm 0.6 hectare 450 mm 1.4 hectare 600 mm Design Criteria • Size and space pipe slope drains to convey the peak flow from a 2 -year design storm using the rational method found in ODOT's Hydraulics Manual. Estimate pipe diameter from the following table. Table 3 Slope Drain Sizes. • Consider using continuously fused, welded or flange - bolted mechanical joint systems with proper anchoring or HDPP (high density polyethylene pipe) for outfalls on steep slopes. • Show the entrance sloped toward the pipe inlet. At the inlet, show interceptor dikes that are at least 0.3 m higher at all points than the top of the inlet pipe and placed to direct water into the pipe. • If the pipe slope drain will convey sediment -laden runoff, direct the runoff to a sediment retention facility. If the runoff is not from a disturbed area or is conveyed from a sediment trap or pond, convey the runoff to a stabilized discharge point. • Energy Dissipation - Plunge pools or riprap -lined stilling basins prevent most scour problems at outfalls. Consider site conditions to determine if a more complex energy dissipater may be required. Consult ODOT's FHWA's Hydraulic Design of Energy Dissipaters for Culverts and Channels as needed. • The special provisions and the typical detail should include the following installation directions: 1. Minimize disturbance during installation. In some circumstances this requires HDPP installed by hand. 2. Immediately stabilize any area disturbed during installation or maintenance. 3. Securely connect the standard flared end section at the entrance to the slope drain, using watertight connecting bands. 4. Securely fasten together the slope drain sections with gasketed watertight fittings, and securely anchor the sections into the soil. 5. Stabilize the area below the outlet following the energy dissipater. Chapter 1 Erosion Control Page 31 6 0 0 ' c o o w w. J w o w �. z �; i-o z ui o.V2 0 H' w s U w z o Maintenance • Regularly check the inlet and outlet points, especially following heavy rains. If there are signs of undercutting or water is going around the point of entry, reinforce the head wall with compacted earth or sand bags. • Regularly check at connection points for signs of erosion. Tighten fittings and repair erosion as needed. • Immediately repair and install appropriate protection if erosion occurs at the outlet. Interceptor Dike and Interceptor Swale A ridge of compacted soil or a lined swale with vegetative lining located at the top, base or somewhere along a sloping disturbed area. The dike or swale intercepts and conveys smaller flows along low- gradient drainage ways to larger conveyances such as ditches or pipe slope drains or to a stabilized outlet. Dikes and swales may be used singly or in combination with each other. Rite Or q'• ,L•, Lino r Wrlr "'� \� i '� _ .r •.ems. ,C• - Incorporate Oleo /nee Next Lift Source ana O SlorT OT. �yater Manopemenr Manuel for Paper Sound Bodin and /D �cbnavruef /on Slap+ Interceptor Sere* Runoff e Etnbonktnont Operas /on .. o • •�: • • �,° '? �. ,• •` O p 1..'.; • .P •. • • 0 � • � Interceptor Oa. Our /no Embonkmenl Construct/on Figure 9 Interceptor dike and interceptor swale examples. Control Dtscnarpe Onto A Stoolllzad Area Or Sediment Trapp/np Device (Level Spreader Shown) ` ▪ I t i�el��vs r Applications • Install above a disturbed slope to intercept runoff and reduce runoff volume on the disturbed area. • Install below a disturbed area to divert runoff to a sediment trapping device. Chapter 1 Erosion Control Page 32 • ,�Mti ,s_,_ �,�AS. @.'�' .' * rex •,�t9Hf+ftltln!�m+ra'r7dmarTtrM» A: rwccnxrn •�, �` 'C4i:' z Z ct w, U O: ND • LL J H wO ga . Zo D. U0 O co' CI I— LLI W. F U' u' O, tit Z. U= O ~` z • • Install across a disturbed slope to reduce velocity. Advantages • Provides a practical, inexpensive method to divert runoff. • Can handle flows from large drainage areas. • Use on -site material and equipment to construct. �. re Disadvantages a • If improperly constructed, can contribute to erosion caused by concentrating the flow. o • High flow velocity can damage vegetation. w : en z Design Criteria cn o • Refer to Table 3 Dike Design Criteria and Table 4 Swale Design Criteria. w J • Install the dike and /or swale horizontally at intervals across a disturbed slope. u_ a' Space horizontal interceptor dikes and swales according to Tables 3 and 4. i W H = • For slopes of erodible soils, steeper than 1:2 with more than 3 m of vertical relief, z o construct benches or shorten distance between dikes or swales. w wi • If the dike or swale intercepts runoff from disturbed areas, discharge the runoff to a ID N ! stable conveyance that routes the runoff to a sediment trap or basin. ° ~' _ Vi • If the dike or swale intercepts runoff that originates from undisturbed areas, LL o i. discharge the runoff to a stable conveyance that will route the runoff downslope of w z co any disturbed areas and release the water at a stabilized outlet. i �' o z Maintenance • Immediately repair damage resulting from runoff or construction activity. • If the dike or swale regularly overflows, increase the capacity and /or frequency of the dikes /swales. • Inspect and repair as necessary after every major storm. • Minimize construction traffic over temporary dikes and swales. Chapter 1 Erosion Control Page 33 Top Width 600 mm minimum Height 500 mm minimum Measured from upslope toe and at a 90% standard proctor compaction ASTM D698. Side Slopes 1:3 or flatter Grade Topography Dependent Dike grade Slope of Disturbed Area Between 0.5-1% Horizontal Spacing Slope of Disturbed Area 90 m <5% 90 m 5 -10% 60 m 10 -40% 30 m Slope Stabilization Outlet <5% Seed and mulch within 5 days of dike of disturbed construction area 5 -40% Stabilize immediately using either sod or riprap. Outlet Upslope side of dike provides positive drainage to the outlet. Provide energy dissipation as ' necessary to prevent erosion. Release sediment -laden runoff to a sediment trapping facility. Bottom Width 600 mm minimum. The bottom should be level across the swale. Depth 300 mm Side Slopes 1:3 or flatter Grade Maximum 5% with positive drainage to a suitable outlet. Spacing Slope of Disturbed Area <5% 90 m 5 -10% 60 m 10-40% 30 m Stabilization Temporarily seed or line with riprap 300 mm thick and press into the bank approximately 76 -100 mm. Outlet Level spreader or riprap to stabilized outlet/sedimentation pond. Table 4 Interceptor dike design criteria. Table 5 Interceptor swale design criteria. Chapter 1 Erosion Control Page 34 <'4ti$Y;" +i4eY' Vsss,i,iii'J.`.E V.Rai[::i»issz, .'idt£4,rfu1%2 sziel a sq. . ' 4' R F yk. . 4. 4 Check Dam Small dams .constructed across a swale or ditch which reduce velocities of concentrated flows, thereby reducing erosion in the swale or ditch. o , 4 f _ - � — _ -` Min. 150 m _ riP411- 1=11171-'d / * 4* r4 ag 44 ;MI 41 P s I 0 P +►L = Spacing along swale or ditch , so that Elevation A equals Elevation B. SIDE VIEW SECTION Figure 10 Typical aggregate check dam detail. Ditch Line 0.3 Sediment Storage Applications • In temporary or permanent channels not yet vegetated when installing channel lining is not feasible. • In small open channels which drain 4 hectare or less. • Do not place check dams in streams or rivers. * . Advantages • Prevent erosion and promote settling of sediment in runoff. • When carefully located and constructed, check dams may function as permanent installations. • Inexpensive and easy to install. • May aerate water as it passes the check dams. Chapter 1 Erosion Control Page 35 r uarvotw�m�.:YUCW �slS.Ya�tt.,Ym �" tiuS� i'.:ST3` }.k�itw'�i'r'+s4: cc LI -1 (3 • 0 to 0 W w , • u w 0 g Q ! • = a I- O W ~' 0 O ( 2' F- LU W = U ' � Iil Z _ 0f'. z Disadvantages • Measures may be unsightly. • Removal may be costly for some types of check dams. • Suitable only for a limited drainage area. • May reduce hydraulic capacity of the channel. • May create turbulence downstream, causing erosion of the channel banks. • Ponded water may kill grass in grass -lined channels Design Criteria • Space check dams according to the following table. 6% 5% 4% 3% 2% iflim'um ock >Qepth' 5m O.C. 6 8 10 15 450 mm 8m O.C. 9 12 15 24 • Construct rock check dams of rock or aggregate sized to stay in place given the expected design flow velocity. Place rock or aggregate by hand or by mechanical means rather than dumping the rock. • Completely cover the ditch or swale width and ensure the center of the dam is 150 mm lower than the upper ends. • Remove check dams from grass -lined ditches and swales once the grass is established. Be sure to remove rock which was carried downstream. • Seed and mulch the area where the check dams were immediately following rem oval. Maintenance • Periodically inspect check dams for performance and sediment accumulation. • Remove sediment once it reaches one -half the sump depth. Chapter 1 Erosion Control Page 36 Th Outlet Protection Outlet protection reduces the speed of concentrated flow; thereby, preventing scour at conveyance outlets. By dissipating energy, outlet protection lowers the potential for downstream erosion. Outlet protection includes riprap -lined basins, concrete aprons, and settling basins. a °` AN C.s aJ SECTION .4-A Root un.s Scow .aft - — A SCOUR HOL E PS -AM Figure 11 Common outlet protection techniques. SECT /ON A ■A Advantages • Many techniques are effective and relatively inexpensive and easy to install . • Removes sediment and reduces velocity. a Applications • At the outlets of ponds, pipe slope drains, ditches, or other conveyances, and where runoff is conveyed to a natural or man -made drainage feature such as a stream, wetland, lake, or ditch. Disadvantages • Can be unsightly. • May be difficult to remove sediment without removing and replacing the structure itself. Chapter 1 Erosion Control Page 37 IV Vile" Fs..9:4i. • Rock outlets with high velocity flows may require frequent maintenance. Design Criteria • Refer to FHWA's Hydraulic Design of Energy Dissipators for Culverts and Channels, Hydraulic Engineering Circular No. 14, September, 1983 or Design of Roadside Channels with Flexible Linings; Hydraulic Engineering Circular No. 15, April 1988, for specific criteria. Maintenance • If there is scour at the outlet, protect the eroded area with more conservative measures. Silt Fence Temporary sediment trap consisting of an entrenched geotextile stretched across and attached to supporting posts. Silt fences are adequate to treat flow depths consistent with overland or sheet flow. Supported silt fence consists of geotextile backed with wire or polymeric mesh supported by metal posts. Unsupported silt fence does not have mesh backing and may be supported by wood stakes. Refer to the 00280 Supplemental Standard Specifications for more specific information. Figure 12 Silt fence typical detail. Chapter 1 Erosion Control Page 38 z re 00 (n o . w w w0 LLQ . co w ~_ z �. 0 . z o O I- w s 11 Z ' 0 z 1 •{ • 'i l l ,i : : • Rock outlets with high velocity flows may require frequent maintenance. Design Criteria • Refer to FHWA's Hydraulic Design of Energy Dissipators for Culverts and Channels, Hydraulic Engineering Circular No. 14, September, 1983 or Design of Roadside Channels with Flexible Linings; Hydraulic Engineering Circular No. 15, April 1988, for specific criteria. Maintenance • If there is scour at the outlet, protect the eroded area with more conservative measures. Silt Fence Temporary sediment trap consisting of an entrenched geotextile stretched across and attached to supporting posts. Silt fences are adequate to treat flow depths consistent with overland or sheet flow. Supported silt fence consists of geotextile backed with wire or polymeric mesh supported by metal posts. Unsupported silt fence does not have mesh backing and may be supported by wood stakes. Refer to the 00280 Supplemental Standard Specifications for more specific information. Figure 12 Silt fence typical detail. Chapter 1 Erosion Control Page 38 z re 00 (n o . w w w0 LLQ . co w ~_ z �. 0 . z o O I- w s 11 Z ' 0 z - Applications • Use silt fence as the sole treatment when the area draining to the fence is less than 0.3 hectares per 100 meters of silt fence and the average slope (perpendicular to the fence) is 1:3 or flatter. Otherwise, use silt fence in conjunction with other measures. • Do not use silt fence on slopes steeper than 50 %. • Do not use silt fences in v- ditches or streams . I- • Install downslope of disturbed areas and prior to upslope clearing and grading. U Advantages (n c • Reduces runoff velocity. w z • Requires minimal ground disturbance to install. i u • Relatively inexpensive. 0 Disadvantages � a • • Applicable to small drainage areas and overland flow; not applicable to concentrated z v flows. z w z � • Incorrect geotextile (AOS) or installation decreases fence performance. f- 0 • Requires frequent maintenance and inspection. w w D o Design Criteria o g2 • No formal design required. o i-' • Show silt fence along ground contours according to the flow lengths given on the _ 0 typical details. o • Intercept and divert concentrated flows which occur uphill of the fence. w z • Show the ends of the silt fence placed upslope. $ _ `. o z Maintenance • Immediately repair any damage. • Remove trapped sediment once it has reached 1/3 the height of the exposed geotextile height. • Inspect for channel formation parallel to the fence which indicates the geotextile is acting as a flow barrier. Replace deteriorated or clogged geotextile. • If an unsupported silt fence is not strong enough to withstand site conditions, support the fence using wire -mesh backing (support) and /or closer post spacing or install an alternative measure. Chapter 1 Erosion Control Page 39 Straw Bale Sediment Barrier A temporary sediment barrier consisting of a row of entrenched and anchored straw bales interspersed with aggregate at low points. Straw bale sediment barriers trap small amounts of sediment by decreasing sheet -flow and low- moderate channel flow velocities. PLAN FRONT VIEW VARIABLE BACKSLOPE SECTION SUBGRAOE SECTION Silt Fence Between Discharge And A Stream. Wetland Or Last Exit. SLOPE APPLICATIONS DITCH APPL !CATIONS Sedimentf o Containment Fill Slope STEEP BACKSLOPE SECTION FLAT BOTTOM DITCH SECTION Figure 13 Typical straw bale barrier installations on slopes for sediment retention and in ditches as check dams. Chapter 1 Erosion Control Page 40 Applications • Below areas subject to sheet and rill erosion. • Slopes with maximum contributing drainage area of 0.1 hectare per 305 meters of barrier length and maximum slope of 50 %. • Swales or ditches with maximum 0.8 hectares drainage contributing. NEVER in live streams or in drainages which could be washed out. Advantages • Relatively inexpensive method of sediment control. Disadvantages • Effective approximately 3 months. • Misuse or incorrect installation can contribute to sediment loading. • Difficult to tell if bales are properly installed. • Straw bale barriers have not performed as effectively as originally expected. There are three major reasons for such ineffectiveness: 1. Improper applications; installations in drainageways and swales where high water volumes and velocities destroyed effectiveness. 2. Improper placement and /or installation has allowed undercutting and end - flow. • 3. Inadequate maintenance which can reduce effectiveness of sediment removal anywhere from 16% to 57% in one month. Design Criteria A formal design is not required. Sheet Flow • Contributing drainage should be less than 0.3 hectare per 100 meters of bale length. • On the typical details show: * bales embedded 100 to 150 mm, with bale ends tightly abutted and chinked with straw between bales. * bales bound around the long direction of the bale and placed so the binding is not in contact with the soil. * downhill side backfilled with excavated soil. * bales securely anchored with rebar or wood stakes. * Aggregate between bales at low points or every 30 meters (to allow release of ponded water). Chapter 1 Erosion Control Page 41 c9: U O' U O; W= co J F- a; d, Z I- o . • U � o F-: ww o, w Z' O • • z Channel -flow Applications • The two -year discharge should be less than 0.03 m /sec. • On the plans show the bales placed perpendicular to the flow. • On the typical details show: * Bales embedded 100 to 150 mm, with bale ends tightly abutted and chinked with straw between bales. *. Downhill side backfilled with excavated soil. * Aggregate at the low point to provide release of water ponded deeper than 460 mm behind the bales. * Bottom ends of the end bales at least 150 mm higher than the lowest point in the barrier. * Bales securely anchored with rebar or wood stakes. Maintenance • Immediately repair any damage. • Remove trapped sediment once it has reached 1/3 the height of the barrier. • Replace deteriorated bales. • Correct installation if channelization or short- circuiting occurs. Gravel Filter Berm Retains sediment in gravel or crushed rock berm. Figure 14 Typical gravel filter berm installation. Chapter 1 Erosion Control Page 42 Slope Spacing Less than 5% 90 meters 5 - 10% 60 meters Greater than 10% 30 meters • Advantages • Very efficient method for sediment removal. • Reduces runoff velocity. Disadvantages • More expensive than some other measures because requires clean gravel or crushed rock rather than materials found onsite. • Clogging from mud and soil may make maintenance difficult. • Has a limited life span. Design Criteria • Use 19 -76 mm washed and well - graded gravel or crushed rock with less than 5% fines rather than materials found on -site. • Berm Dimensions: Height and side slopes: Length: • Applications • In traffic areas on construction sites. • On gently sloped areas. 0.3 m high with 1:3 side slopes. 2.5 m per 0.03 m /s flow, based on the peak flow for the 10 -year storm. Berms may be placed in parallel along gentle slopes according to the following: Maintenance • Remove and replace gravel as needed to maintain continued performance. Chapter 1 Erosion Control Page 43 Inlet Protection Prevents coarse sediment from entering storm drainage systems by filtering runoff and retaining sediment before it reaches a drainage inlet or storm sewer system. There are many options and variations of inlet protection available. scuRCE.IVrw OwI.Or Trwarl.N.n WIRE MESH C£OTEXTIL 50.5. I00 nm f RAM/NC AIL STRIP FILTER FRAME PROTECTION ZOO 01. ��.r / 4•51-", J d.T SODDING ET /BASIN f*f:1 erA r a 4 0/ SOO PROTECTION - SOO•...n DEPTH u • 7 LXCAVATEO ORAVEL PROTECTION Figure 15 Inlet protection applications. Applications • At inlets which are ready for use before completion of final stabilization and which receive runoff from drainage areas less than 4000 m (0.4 hectare) in size. • At storm drain inlets downslope and within 150 m of a disturbed area or construction entrance. Advantages • Prevents sediment from entering the storm drain system and clogging it. • Reduces amount of sediment leaving the site. Disadvantages • May result in ponding of water above the catch basin. • Sediment removal may be difficult under high -flow conditions. • May result in a traffic hazard. • Short- circuiting of flow may occur if not properly installed. • Useful only for low flows having low sediment loading. Chapter 1 Erosion Control Page 44 • ' 1 .■ • • Improper installation, maintenance or removal may introduce sediment into the storm drain system. Design Criteria • Assess the impacts of allowing water to pond at the inlet and provide an overflow weir or some other type of relief as needed. • Consider the effect placing obstructions at inlets on grade may have on their efficiency. Refer to ODOT's Hydraulic Manual or contact the Hydraulics Unit when placing protection at several inlets on grade along a roadway section. • When possible, include a sediment sump 300 to 600 mm deep with 1:4 side slopes. * Silt Fence Inlet Protection - At non -paved inlets below drainages having less than a 5% slope. Provide a sump. * Gravel and VVire Mesh Inlet Protection - Applicable for inlets in construction traffic areas which receive flows greater than 0.014 m /sec. * Catch Basin Insert Inlet Protection - At inlets below drainages flatter than 5% slope. The filter material should retain sediment 0:6 mm and larger, while allowing the runoff to pass at or near the inlet's design flow rate. Maintenance • Do not use water to remove sediment. • Remove sediment accumulated on or around the protection as needed to maintain intended functions. • Repair or replace materials as needed to ensure proper functioning. Chapter 1 Erosion Control Page 45 Z a te. 00 W 0; co w _. 1-. (0 w. w • Q, = v, 1-1 z �.; 1- o; Z 1- . m o o o !w w` 1-- • 1 ..z; o � z Temporary Sediment Trap A sediment trap consists of a small, temporary ponding area, with a rock weir or perforated riser pipe at the outlet, formed by excavation or by constructing a weir. The sediment trap serves drainage areas 2 hectares and smaller and has a design life of approximately 6- months. 126 cubic meters /hectore (67 cubic yards /acre) "wet " storage 460 mm (18 In.) Freeboard min. 300 mm i(12 in.) rt min. 126 cubic meters /hectare 2 fi � �' , ;i�s „� ; ` � i „i--I (67 cubic ords /acre) I dry.. storage .;; CROSS SECTION THROUGH SPILLWAY 1.2 m (4 ft.) min. NvmumvamvWa/ — — — 910 mm (3 ft.) min. ELEVATION 1.2 m (4 ft.) 1.5 m (5 ft.) max. Filter fabric Figure 16 Sediment trap installation with a rock weir /spillway outlet. 530 mm (21In.) 2 1.5 m ft.) max. Filter fabric Applications • Drainage areas which are 2 hectares and smaller. • Sites in proximity to salmonid streams, wetlands, or phosphorus- sensitive waterbodies. • Sites where major clearing and grading is likely to occur during the wet season. • Sites with downstream erosion or sedimentation problems. • Downslope of disturbed areas. Combining with Permanent Drainage Facilities 0 If a project includes a permanent storm water retention /detention pond, the rough - graded or final - graded facility could function as a trap during construction. Design features of the permanent structure, such as surface area, retention time • Chapter 1 Erosion Control Page 46 ; e, t i ` iVe.: 1247; 'r 0.1-twiaztatiltuotmu w.v and outlet control, should meet the design requirements of the temporary facility. Completion of the permanent facility should occur only when all upstream control structures are in place and stabilization of contributing drainage areas is complete. 0 If a project includes an infiltration facility, the roughly excavated facility could be used as a trap' or basin providing the facility provides the surface area and uj retention time required by the trap or basin. Excavate the sides and bottom of Q D JU the facility to a minimum of 0.6 m above final grade with a backhoe working at o "arms length" to minimize disturbance and compaction of the infiltration surface. 0) o o Additionally, any required pretreatment facilities should be fully constructed prior N L to any release of sediment -laden water to the facility. Pretreatment and shallow W o excavation are intended to prevent the clogging of soil with fines. Advantages w. • Protect downstream riparian properties from sediment deposits. z • Prevent reduced downstream capacity due to sediment deposition in a stream z o channel. w uw: • clogging Prevents clo in of downstream facilities. 2 o • Remove particles up to medium silt size (0.02 mm). o • Surface water conveyances can be connected to the facility as site development w u proceeds. The designer may want to route surface water collected from disturbed i o , areas of the site through a sediment trap prior to release from the site. - o'. w z. Disadvantages • May become an attractive nuisance. Care must be taken to adhere to all safety o ~ z practices. • Maintenance and sediment removal is essential for adequate performance. • Serves limited areas. • Does not reduce turbidity resulting from fine silts and clays in runoff. Traps are more effective when used in conjunction with other measures such as seeding and mulching. Design Criteria • Temperature moderation is especially ♦ important when a sediment trap drains to salmonid - bearing streams. • Construct prior to any upslope clearing and grading. • Locate in a low area where the trap will intercept all or most of the runoff from the disturbed area before it enters a waterway, considering safety in case structure fails. • Locate the trap so that it is readily accessible for maintenance. Chapter 1 Erosion Control Page 47 • Provide for diversion dikes and ditches, as needed, to collect and divert water toward the trap. • Design the trap with a level bottom, 1:3 or flatter side slopes and a L:W ratio of 3. Because sediment traps are temporary, the sizing is less important to proper functioning than is constant maintenance. 1. Calculate the Storage Volume (V), using 252 cubic meters of storage per hectare of drainage area. Divide the storage evenly between dry and wet storage. For limited space situations, the designer may use a minimum calculation of 126 cubic meters per hectare of drainage. 2. Calculate the trap dimensions using the following: V = (3W + [4WZD + [4/3Z Where: V = Storage Volume W = Width of Trap D = Depth of Trap (Maximum dry storage depth of 1.5 meters) Z = Side slope (1:Z; vertical to horizontal) 3. Calculate the trap length using: L = 3W 4. Approximate the volume in a natural storage area using the following. Surface area and maximum depth depend on site conditions. Volume = (0.4) (surface area) (maximum depth). • Provide a rock weir (spillway) or perforated riser pipe as outlet to the trap. The crest of the weir should be 0.3 meters below the top of the embankment. The weir can be constructed of two layers of different size rock or one depth of 150 mm and smaller riprap. Size the rock for stability during expected flows. • Figure 17 is a riser pipe outlet typical detail developed by FHWA. A typical detail for the riser pipe should show the following: * Pipe perforations which are 13 mm wide by 150 mm long slits or 25 mm diameter holes spaced 150 mm vertically and horizontally above the wet storage elevation. * The riser pipe should be wrapped with 6.4 to 13.0 mm wire hardware cloth and covered with geotextile which is overlapped, folded and fastened at the seam. The geotextile should extend 150 mm above and below the highest and lowest slits and should be secured top and bottom with straps or connecting bands. Chapter 1 Erosion Control Page 48 • • * Anchor the riser using a concrete or steel base. The concrete base should be 300 mm deep with the riser embedded 230 mm. The steel base should be 6 mm thick, welded watertight to the riser and covered with 610 mm of stone or gravel. Tables 6 and 7 give weir lengths and riser pipe diameters for different size drainage areas. 126 cubic meters /hectore (67 cubic yards /acre) "dry" storage Barrel 126 cubic meters / hectore (67 cubic yards /acre) "wet" storage 230 mm (9 in.) min. Barrel 150 mm (6 in.) min. 150 mm (6 in.) min. 305 mm (12 in.) min. Riser wrapped with 6.4 mm (1/4 In.) to 13 mm 0/2 in. ) hardware cloth wire then wrapped with geotextile fabric Typ. 150 mm (6 ln.) min. 13 mm 0/2 in.) x 150 mm (6 in.) slits Typ. 150 mm 7 (6 in.) min. Concrete CONCRETE BASE WITH SLIT PERFORATIONS IN RISER Freeboard • 1 .2 m (4 ft.) min. 300 mm 1 (12 in.) ( Sediment cleanout point CROSS SECTION 305 mm (12 in.) min. 150 mm (6 in.) min. 150 mm (6 in.) min. 6)0 (2 ft.) St Embankment Barrel 25 mm (I in.) diameter hole Continuous weld watertight connection Min. 6.4 mm 0/4 In.) steel plate Min. 610 mm (24 In.) + diameter 1.5 m (5 ft.) max. Typ. 150 mm (6 in.) min. Typ. 150 mm (6 in.) min. STEEL PLATE BASE WITH HOLE PERFORATIONS IN RISER Figure 17 Riser pipe outlet at a sediment trap. Chapter 1 Erosion Control Page 49 .u.r .a'.. ..+.n.AV).'dv+w.sx+Ya z • w. v U O, coo: war (nu_ W LL Q` _ �: z H: UJ i0 H` 'W I 16 0! 1 .. z . U N O Z • • • Construct the trap as the first step in the clearing and grading of the site. • Form the trap by excavation or by construction of compacted embankment. If the trap is formed by embankment, the designer should note that dam safety regulation may apply to heights exceeding 1.5 meters. The embankment should be stabilized using a cover method such as seeding, mulching or erosion control matting. • Require installation of a staff gauge to aid in determining sediment depth. Table 6 Weir lengths for sediment traps. Gor tribi itir g Drainage: °Are:a'> 0.4 hectares 0.8 hectares 1.2 hectares 1.6 hectares 2.0 hectares 1.2 m 1.5 m 1.8 m 3.0 m 3.6 m Table 7 Outlet riser pipe diameters. 0.4 hectares 0.8 hectares 1.2 hectares 1.6 hectares 2.0 hectares MinirCi:u Barrel iaO e tei 300 mm 375 mm 460 mm 525 mm 525 mm in'mum'. iamefer< 375 mm 460 mm 525 mm 600 mm 675 mm • Do not drain traps directly into a stream, lake or other waterway. Water temperature in the trap may be too high for direct release. Always moderate the water temperature before it drains into a lake, stream, wetland or waterway. Whenever possible, release the trap discharge onsite onto a relatively level, densely- grassed area at least 20 meters from a water way or wetland. • Evaluate the release areas on a site -by site basis in order to determine appropriate locations for and methods of releasing runoff. Do not use vegetated wetlands for this purpose. Refer to FHWA Hydraulic Design of Energy Dissipators for Culverts and Channels. Maintenance • Constant maintenance is essential for proper functioning. • Remove sediment from the trap when it reaches 0.3 m in depth. • Repair any damage to the trap, the embankments or the slopes. Chapter 1 Erosion Control Page 50 z 1-w 6g .J 0 0 to 0 W . H ( W 0: ga = a I-W z ZO ; LLI O C.) 0- Z W [ U li. Z U W O z Temporary Sediment Basin A sediment basin has one or more inflow points and baffles to spread the flow, wet storage and dry storage, a securely anchored riser pipe, a dewatering device and an emergency overflow spillway. The sediment basin serves drainage areas less than 4 hectares and has a design life of approximately 1 -year. Basins are large facilities which treat runoff from large drainage areas. Because of this, basins have limited application to highway construction projects. The applications, advantages and disadvantages of basins are included here for the designer's edification. For specific design information please refer to Best Management Practices for Erosion and Sediment Control, Report No. FHWA- FLP -94 -005 written by the U.S. Department of Transportation. • Do not drain basins directly into a stream, lake, wetland or other waterway. Water temperature in the basin may be too high for direct release. Always moderate the water temperature before it drains into a lake, stream or waterway. Whenever possible, release the trap discharge onsite onto a relatively level, densely - grassed area at least 20 meters from a water way or wetland. Applications • Drainage areas from 2 to 4 hectares. • Sites in proximity to salmonid streams, wetlands, or phosphorus - sensitive waterbodies. • Sites where major clearing and.grading is likely to occur during the wet season. • Sites with downstream erosion or sedimentation problems. • Downslope of disturbed areas. Install prior to any upslope clearing and grading. • Combining with Permanent Drainage Facilities 0 If a project includes a permanent storm water retention /detention pond, the rough - graded or final - graded facility could function as a basin during construction. Design features of the permanent structure, such as surface area, retention time and outlet control, should meet the design requirements of the temporary facility. Completion of the permanent facility should occur only when all upstream control structures are in place and stabilization of contributing drainage areas is complete. 0 If a project includes an infiltration facility, the roughly excavated facility could be used as a basin, providing the facility provides the surface area and retention time required by the basin. Excavate the sides and bottom of the facility to a minimum of 0.6 m above final grade with a backhoe working at °arms length" to minimize disturbance and compaction of the infiltration surface. 0 Additionally, any required pretreatment facilities should be fully constructed prior to any release of sediment -laden water to the facility. Pretreatment and shallow excavation are intended to prevent the clogging of soil with fines. Chapter 1 Erosion Control Page 51 n w: o N 0 : cn � � wo �a . = 1i z � 1- o Z I, tu 0 o' 0 52 0 w o w I of z II== g= IL =II =Q 1 Supported Silt Fence. Stoked H bales Wrapped With Filter Fobric.Or EquivolentAs Baffle. SOURCE: King County Dewatering Device (See Riser Detail) Riser Pipe (Principal Spillway) O � Trash Top Rack Dewatering Orifice Concrete Bose (See Riser Detail) SECTION 31 PLAN Crest Of Emergency Spillway Figure 18 Temporary sediment basin and riser outlet. mpacted Embankment RISER Emergency Overflow Spillway Discharge To Stabilized Conveyonce.Outlet Or Level Spreader Chapter 1 Erosion Control Page 52 Z H W . U co 0 W u►: W • 0 gQ • N CO! � W Z . z � 0. Z F-; U 0 . 0 N ; 0 W U f- W Z' - ; r— • Z Advantages • Protect downstream riparian properties from sediment deposits. • Prevent reduced downstream capacity due to sediment deposition in a stream channel. • Prevents clogging of downstream facilities. • Remove particles up to medium silt size (0.02 mm). • Surface water conveyances can be connected to the facility as site development proceeds. The designer may want to route surface water collected from disturbed areas of the site through a sediment basin prior to release from the site. Disadvantages • May become an attractive nuisance. Care must be taken to adhere to all safety practices. • Failure of a basin which is not properly located could result in loss of life, damage to homes or buildings or interruption of services such as transportation or power. • Maintenance and sediment removal is essential for adequate performance. • Does not reduce turbidity resulting from fine silts and clays in runoff. Basins are more effective when used in conjunction with other measures such as seeding and mulching. Chapter 1 Erosion Control Page 53 er 0o : N D w 9 w O. g E . o 11J Ili; U D .0 N 0 H` w UJ' H- V p • Z 0 Z September 18, 2001 Mr. Larry Mueller 6752 Lake Washington Blvd Kirkland, Wa 98033 RE: Permit Status D2000 -035 4006 South 126th Street Dear Mr. Mueller: In reviewing our current permit files, it appears that your permit for construction of a new 1,828 sq. ft. single - family residence and a 460 sq. ft. attached garage, issued on July 12, 2000, has not received a final inspection by the City of Tukwila Building Division as of the date of this letter. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time for a period of 180 days, after the work is commenced. • Based on the above, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431 -3670 if you have any questions. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Xc: Permit File No. D2000 -035 Duane Griffin, Building Official :s;.Sn:,.ii ':�.:.:.,', :y LLz .:n: <,'✓:.w, _ ti} e: h' 1. a:' il.�.r.L'.'i7+k.d..�:w:.�.i...i. 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98/88 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 City of Tukwila Fire Department Thomas P Keefe, Fire Chief TO: Brenda Holt, Permit Coordinator FROM: Mike Alderson SUBJECT: Keystar Building Permits DATE: 12/5/00 I received the attached document from Keystar's Civil Engineer that shows the newly installed Fire Hydrants meet the Uniform Fire Code Flow requirements. As a result, the Fire Department construction restrictions may be removed from all of their Building Permits. t?ZpOD- 0 3S Steven M. Mullet, Mayor i ., ,. ., ., � .. ..._.,.., ,.. ,. .. ..,.:c,.;.�:;1eeFY.`_da "�; Y:s:,:.'.i:,k:i!'SCaz EF.uw.wii:.�a: J:.fi_e :u�:L .L.0 "' aJ.\cLi.twWlza...thuu.b .... µ :., � ...s...e....:,i�,.:7..ezwt��l caii5, m . s; F52.. r�.,. .::;:'s:...:i:.•.:...�i::.::.d: Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 / Nov -29 -O0 09:39P ROBERT N. PARNELL, PE 425/641 -5095 P.01 RNP To: Chief Mike Alderson Tukwila Fire Department FAX: 2061575 -4439 From: Robert Parnell, PE, Pages: Four (4) Subject; Keystar Single Family Permits: South 126 Street/40 Ave. South Permits:D2000 - 035, 036, 037, 038, 039, 077, 078 Fire Flow of 2900 Gallons Per Minute Date: November 29, 2000 I am providing a November 28, 2000 updated Certificate of Water Availability from Water District 125 that shows 2900 gallons per minute (gpm) is available for the single family residences to be built by Keystar, Inc. along South 126th Street and 40th Ave. South, Tukwila. Keystar, Inc. recently replaced the old 4" water line along South 126th Street and installed an 8" water line. Two new fire hydrants were also installed; one at the intersection of S.126th Street/40th Ave. South and the other at the intersection of South 126th Street/41st Ave. South. The updated Water Availability Certificate reflects these improvements. Residential permit conditions included a provision that proof of fire flow be provided the Fire Marshal prior to combustibles( i.e. wood for framing) be brought on site for building construction. We understand that Russ Austin, Water District 125, and you discussed that this updated Water Availability Certificate would meet your requirement that fire flow was available. Keystar, Inc. is scheduling wood delivery to the site to commence house framing. We believe with this transmittal of Certificate of Water Availability, Keystar, Inc. has met the Building Permit Condition and the Fire Marshal requirement. Please call Robert Parnell at 425/643 -3560 or Fax 425/641 -5095 to confirm receipt and that the fire flow data transmitted meets permit conditions to allow combustibles to be brought onto sites. Your assistance and understanding has been greatly appreciated. CC: Larry Mueller /Steve Araki / Keystar, Inc. (Fax: 425/451 -1689) Jill Mosqueda, PE , Tukwila Public Works (Fax: 206/431-3665) Tukwila Building /Permit Dept. (Fax: 2061431 -3665) .1.1 Ii171h I'1:01.' S 1. • Is.;iquah. WA 98027 • •I2:$I6•I1- ? ?60 • I•AX= 2.i /(4I -5(19 R. N. PARNELL COMPANY CI I'll. Wit; INrhitr..i P. t. t'I K M'1 +111! iNt t•.+ I:i.t. .1^ I I \S m.\ %11 ' r I •.'.il . ".,1r P. I 5 t.rVat:•r ,. t r.'• riti•. r.',I \ \f:r.sII z w 6 n J U ' U o 0 . cn w i J 1._ CO IL, w 0, g � w z F 1- 0; z � U c o 0— 0 I -. w —0 u i z: _ N I'— O z PAR F A• i Ti h• cnrnph•ted by applicant) Site Address (Attach map an Lean Discr pti • showing hydrant location and stze of main): I2.4p 7r+ ‘ k *4 S' 1 - 'T ye`41.:Y. ._wy :: "' t ; y r. 7- • =r ;' .Y'w'7,`T , ;. Name: .t. .•%_ /1 `i/ �i .e.A.l_ _ Address: _.,acktP, /�7.- t� �' Address: Phone: Phone: ... — .- g -- topea3 This certificate is for the purposes of: • fir- --7&&5` ❑ Residential Building Permit n Preliminary Plat ❑ Short Subdivision ❑ Commercim.t/lnduetrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter site(s): ii Vehicular distance from nearest hydrant to the closest point of structure _ ft. Area is served by (Water uliliry dlst ,7 l Owner /Agent Signature: Date: Nov -29 -00 09 :39P ROBERT N. PARNELL, PE 425/541 -5095 P.02 PROJECT N: CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Hila Certificate of Water Availability (Required only if outside City of Tukwila water utility district) PART 13: (lo be compieted by watcr utility district) The proposed project is located within k-r (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' compret isive plan or to meet the minimum flow requirements of the project before connection: (Use separot° sheet it more room is noodrd) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 111 gpm at 20 poi residual for a duration of 2 hours at a velocity' of / S fps as documented by the attached calculations, I hereby certify that the above informarion is truer and correct. Ki CrrttL)ok#etr 0i -lt Age hone bsa- 9'41 -1 4 ' PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met, ❑ System isn't_capable of providing service to this project. Minimum water system improvements: (At least equal to 82 above) (Lisa separate sheet If more room rs needed) A.enc /Phone WTRAVAILDOC 15 /S/06 VY!i !!P91, T. t t, v033Mtfr fie , f_0WirerN!!XI SI f*Wr R ,•r, , , ,; , �r , . , ,«.r•¢^x±.'w "Yfi t'a: ,1; • /1- &S--co DWWc Date • et .........w .. .,' a „ , r,`PaT e aka,'t ;ftArVY. "r ?dt4ftl.r Z re1 U 00 WH CO LL W O 2 g Q . . N a = . Z H I- O. W ~ W U O � 0 1- w Hr- .z U =. O~ Z -r c NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 13 Z m r r m 0 W Nov -29=00 09:40P ROBERT_ N._PARNELL, PE 425/641 -5095 P.04 3'5 :18 FAX 425 165 . ./85 WASHINGTON mix Co commitment No. R22G3 iS -I SCHEDULE A CONTJNVED 4. The land rethzed to in tl is Commitment is described is f0E01eSi The west 200 feet of the north 132.5 feet of Tract 45, Riverside interurban Tracts, according to the put thereof recorded is Volta= 10 of ?late, pages) 74 is Kin Cuuntp, Washiegum; TOGETHER WITH all of vacated South 126th Street adjoisim$ 1120 The north 132.5 feet of Tract 45, Riverside Interurban Treads, according to the plat thereof recorded in Volume 10 of Plats, page(s) 74, in King County, Washington; EXCEPT the west 200 font thereof, AND EXCEPT that portion thereof condeauw4 for state highway under King County Superior Court Cause Number 647372; TOGETIlER WITH etl of vacated South 126th Street adjoining; AND Lots S and 6, Block I, Squire's keplit of Tort of met 33, Rieersido Interurban Treats, aecordint to the alai thereof recorded in Voume 20 of Plats. traeefel 100. it Kies County. e ve t—� UJ .;U tt O u)0 LL, W O. g W i- O z 1— tit uj p: . O col; I DI— W W H ==.11 ~O Z U - H 0 Nov -29 -00 09:40P ROBERT N. PARNELL, PE 425/641 -5095 P.04 1 JL' V4 y •2222 �.. �.. 3� • :s9 FAX 425 .ffs 4.4:4 85 !4 SEZA'6TON T.' *ULE Co ConunitmentT7O. R22631S -1 SCHEDULE A CONT N'CTED 4. The land referred min this Commitment is described as f011OwS! The west 200 feet of the north 132.5 feet of TTaet 45, Riverside Interurban Tracts, according to the plot tf omof recorded is Volume 10 of Plats, page(s) 74, is King County, Washington; TOGEi'flER WrrH all of vacated South 126th Street adjoining AND • The north 131.5 feet of Tract 4.5, Riverside tomes= Tracts, according to the plat thereof recorded in Wince 10 of Plats, page(s) 74, in Pig County, Washington; EXCEPT tkc welt 200 fe t thdteoi, AND EXCEPT that portion thereof coadestuteri tea stew highway unrier King CODUty Superior Court Cause Number 647372; 'TOGET'HER WITH ell of vacated South 12663 Street a joining; ARID Lots 5 and 6, Block I., 3c la.eplitt of part of Tact 33, Rive Interurban Ttaets, aeear lly to the plat thereof recorded is Volume 20 of Plats. Pege(s) 100, in Kitt Counts, Wallington; TOONMER WITS all of vacated South 126th Street and 40th Avenue South adjoin n& AND Lot 7, Block 1, Squire's Replat of part of Tract 33, Riverside Tuteiruxbsrt Tracts, according to t c plat thereof recorded in Voliuna20 onus, page 100, in 104 County. Wasliliaton TOGETHER WITH with 3I2 of vacated South 126th Street adjoining; AND Lot 8 AND the west half of Lot 9, Block 1, Squirt's Replat apart of Treat 33, Riverside imaurbert Tracts, oocordiva; to the plat thereof recorded in Vohtme 20 of Platt, page(s) 100, in Kisxg County, Washington; TOO ER WI WI el/ of South 126th Street adjoining; AND The east half of Lot 9 AND all of Lot 10, Squire's Replat 01 part of Treat 33, Riverside Interurban Tracts, according to the plat tharoof recorded in Vahazte 20 of Plats, plgas) 100. in King Cvurzhr, WSahiagton; EXCEPT that portion c.oadeconed for state highway under Supenut Court Cause Number 646939; TOCiEMER wrm all or vacated South 126th Street acltouaing. END OF SCHEDULE A. 2 031 re �W 65 00 (1) CO LU J 0U.: • 'W 0. g J_ • N D. = 0 ui z °, ui W: D O W W: Z, U N ; 0 ,—, •O Retum Receipt Showing to Whom & Date Delivered rn US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for international Mail See reverse Z 342 317 717 O CI Postmark or Date u. N 0. 1 20C US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for international Mail See reverse Return Receipt Showing to Whom & Date Delivered Return Receipt Showing to Whom, Date, & Addressees Address N rn a co O O Postmark or Date 1 L rn a Z 342 317 718 May 25, 2000 Larry Mueller 6752 Lake Washington Blvd NE, #B -15 Kirkland, WA 98033 RE: CORRECTION LETTER #2 Development Permit Application Number D2000 -035 Riverhills – Lot 6 4006 South 126th Street Dear Mr. Mueller: 1 This letter is to inform you of corrections that must be addressed before your development permit can be w ui approved. All correction requests from each department must be addressed at the same time and D a reflected on your drawings. I have enclosed comments from the Planning Division and Public Works_ p w Department. At this time, the Building Division and Fire Department have no comments at this time. :o I ILI W The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate u.. 0' revision block. If your revision does not require revised plans but requires additional reports or iii z other documentation, please submit four (4) copies of each document. U N OF-:. z In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, City of Tukwila Department of Community Development Steve Lancaster, Director Brenda Holt Permit Coordinator encl xc: File No. D2000 -035 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 rnmr.: — ... , ,. AM,. April 4, 2000 Larry Mueller Keystar Inc 6752 Lake Washington Bl, #B -15 Kirkland, WA 98033 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -035 River Hills — Lot 6 4006 South 126th Street Dear Mr. Mueller: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division and Public Works Department. At this time, the Building Division and Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Brenda Holt Permit Coordinator encl xc: File No. D2000 -035 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director r.� 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431 -3665 z ~ W. U O' co �. cn W co LL W O u. I— ILI F_ o z = w; O . . z ` U =` ~O f- • z February 9, 2000 Larry Mueller 6752 Lake Washington B1, #B -15 Kirkland, WA 98033 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D2000 -035 River Hills — Lot 6 40XX South 126th Street Dear Mr. Mueller: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 3, 2000 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Public Works Department: Jill Mosqueda, Associate Engineer, at (206)433 -0179, if you have any questions regarding the following: 1. Preferred storm water handling is infiltration — please perform perc tests (see attached guidelines). 2. Provide civil drawings (see attached guidelines). 3. Complete and return Residential Sewer Use Certification Form. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. 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. If you have any questions, please contact me at the Permit Center at (206)431 -3672. • Sincerely, (16- 414A Brenda Holt Permit Coordinator encl File: Permit File No. D2000 -035 Steven M: Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D2000 -035 PROJECT NAME: RIVER HILLS - LOT 6 SITE ADDRESS: 4006 S 126 ST Original Plan Submittal DATE: 6 -5 -2000 Response to Incomplete Letter # XX Response to Correction Letter # 2 Revision # After Permit Is Issued DEPARTMENTS: Building Division P blic Works ►� hl ( -z40 Complete Comments: Approved Approved WIUOUI[.DOC PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved with Conditions Fire Prevention n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: REVIEWER'S INITIALS: REVIEWER'S INITIALS: PI nning Division xj Permit Coordinator DUE DATE: 6-6-2000 Not Applicable No further Review Required DATE: DUE DATE 7 -4 -2000 Approved with Conditions ri Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: • 1._w 00 • w w O. N o I • I- al Z0 ui U O :o I- w uj O. Z: 1 7. Z Complete Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -035 PROJECT NAME: RIVER HILLS -LOT 6 SITE ADDRESS: 4006 S 126 ST DATE: 5 -5 -2000 SUITE # Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Pu I Wp ;d A 449 Structural L� A Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditionsn REVIEWER'S INITIALS:, � (Mitt �'1 f ty - IM 2 -' 51X) CORRECTION DETERMINATION: Approved with Conditions n n REVIEWER'S INITIALS: Plan i g Division • Permit Coordinator III DUE DATE: 5-9-2000 Not Applicable n No further Review Required DATE: DUE DATE 6-6 -2000 Not Approved (attach comments) TE: n DUE DATE Not Approved (attach comments) n DATE: z w UO co 0 w= -J F. W � gQ w z z � Z o D U on O O 1- I V' H— Li. O u U= • F- Z ACTIVITY NUMBER: D2000 -035 PROJECT NAME: RIVERHILLS LOT #6 SITE ADDRESS: 4006 S 126 ST Original Plan Submittal Response to Correction Letter # Revision # DATE: 3 -2 -2000 XX Response to Incomplete Letter # 1 After Permit Is Issued DEPARTMENTS: RT Building Division Av C' ki Public Works 1 1 144 MUM / 2-0-t) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTLNG: Please Route REVIEWER'S INITIALS: Approved REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 otih PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fie Prevention 141,VC. 3 -tam Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions n REVIEWER'S INITIALS: Planning Division in diA,Le4 1- up Coordinator DUE DATE:3 -7 -2000 Not Applicable Comments: No further Review Required DATE: DUE DATE 4 -4 -2000 Not Approved (attach comments) D DUE DATE Not Approved (attach comments) DATE: z w UO u, O: W= w O. Q . • I-- al I . ZI- o p U O N; . o w w � � tL ui 0 z If DEPARTMENTS: Building Division N Public w TUES /THURS ROUTING: Please Route r PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -035 DATE: 2 -3 -2000 PROJECT NAME: RIVERHILLS LOT #6 XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued Structural Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved Approved \PRROUTE.DOC 5/99 Fire Prevention Approved with Conditions Approved with Conditions ■ Planning Division data Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 2 -8 -2000 Complete Incomplete PIYw Not Applicable No further Review Required Care e 4 L * -4 ift (S/cf 2- q -co ■ ■ Comments: REVIEWER'S INITIALS: DATE: DUE DATE 3 -7 -2000 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 1° e=2,1 4" } k_ YtMC+.RESKP7ST.MMTKItrri't•VM OS15.. 05tlA't6.L.1Y!.R.^w'1. «..1+... t∎•∎rpnrsY•ort.o emoufwlyswa R1tY.YY.MVR .,PKOPHO:,MINSIRWMI z w ` oc 00 U) o. w J w ga �, U. D 3 : F- _ Z Zo w ui p ` 0 O N w W . �` . z: _ , O ~ z Date: L 368d 1 Revision submnittals Hurst be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter II ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued Project Name:: RIVERHILLS (LOT Project Address: 4006 South 126 Street Contact Person: Larry Mueller City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 ?cvve 5,7 GTl "en r� ,"Vis , -, /�4, a :Wd917: l l oo-Lz-iteini ZZ8 sat Plan Check/Permit Number: D2000-035 RECEIVED CITY OF TUKWILA JUN - 2 2000 PERMIT CENTER Phone Number: Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cente 'ntered in Sierra on 05125/x, :Ae lues z ~ W o. U0 (o O' w J p' w t7 • J N O = w Z � • Z O. U O i AD O w a u. H .— O .z. t/3. Z Date: v - 6 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 re 2 UO: !n 0 .. U w' w O J u_ Q d . = I- w Z F- 1- O Z I- . w D . 0 ; Project Name: RIVER HILLS — LOT 6 v o N 01.7. w u r Z U. Contact Person: Larry Mueller Phone Number: z ' U N ; O . Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. O Response to Incomplete Letter # ® Response to Correction Letter # L 0 Revision # after Permit is Issued Project Address: 4006 South 126 Street Plan Check/Permit Number: D2000-035 Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Mk-Entered in Sierra on �' � - )-00 (J R!C!! CITY OF TUKWILA MAY - 4 2000 PERMIT CE 04/04/00 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: March 2, 2000 ® Response to Incomplete Letter # 1 O Response to Correction Letter # O Revision # after Permit is Issued Project Name: RIVER HILLS — LOT H Project Address: 40XX South 126 Street Contact Person: Larry Mueller 3 pages 1 page. Plan Check/Permit Number: D2000 -0. 0 35 Phone Number: 425- 822 -6953 Summary of Revision: 1. Perc test results From R.A. Owen (item #1 in your letter) 2. Civil drawings (item #2 in your letter) 2 pages 3. Residential Sewer Service Form (item #3 on your letter) RECEIVER CITY OF TUKWILA MAR - 2 20000 PERMIT ('ENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: C-__( ty 1 m Cent r by. .Df Entered in Sierra on • 02/09/00 Dear Sir: City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D2000 -035 (510) Re: River Hills Lot 6 - 4006 South 126th March 10, 2000 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 2. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) 3. For short plat development (four single family homes or less), hydrants shall be 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. (City Ordinance #1692) 4. 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. (City Ordinance #1692) 5. An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings or portions Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 Q w: J Vi 0 O N 0 W = J H w O' gQ d : �W Z F` ZO In ILI D Cy O N . - w w ; F V ' O ui Z ` w ` O ~ z city of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 2 of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (UFC 903.2) Water supply is allowed to consist of reservoirs, pressure tanks, elevated tanks, water mains or other fixed systems capable of providing the required fire flow. In setting the requirements for fire flow, the chief may be guided by Appendix III -A. (UFC 903.3) 6. The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) • 7. 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. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 150 feet. Steven M. Mullet, Mayor Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 z w ` UO u) 0 . to w co LL w < co 3 Z p- F- O Z ON = w LI O lt • z 92 z Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 8. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 -575 -4439 ��frtn.,.: uG ;::;:�cs'.':E'�1J:iii:iidz �s•?; �i�lA�: Sisrihx'i ":YF xi Page number 4 Yours truly, Ciiy of Tukwila 510 The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M. Mullet, Mayor Fire Department Thomas I? Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 Fire Department Review Control #D2000 -035 (510) City of Tukwila Fire Deparhnent Thomas R Keefe, Fire Chief February 16, 2000 Re: Riverhills Lot #6 - 4006 South 126th Street Dear Sir: Steven M. Mullet, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be 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. (City Ordinance #1692) An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm) from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (UFC 903.2) The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z ~ w U : UO: N O J u. w O 2 u. co d O z I: UJ U ON = w U LLF O . w z UF2 z City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence - without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 3. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 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, cc: TFD file ncd 5)0 The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z ~ W re 2, a. 00. co 0' cow J ; W n; g L O g_ O z 1: 0 0' W w. U , O • • Z U 0 H O z CV - ,- F. ___ I FINISH--7,_ �[-00NTOLJR S, qk -4- 4 / T ,, ig L OT � �_;. -1-14 . . \ 'n I 84 I I -------- I. I� 92 OF PART OF PART OF TRACT 33, RIVERSIDE INTERURBAN TRACTS, LINE OF z - ROOF O.H. \\ ` ' 95 ACCORDING TO THE FLAT THEREOF 4 • PCUSE 1823 59.FT. F.F. ® 612 o ff ) LI ROOF DRAIN " -TIE TO STORM SEVER SYSTEM 50.04' ` CONCRETE DRIVE \ 50.04' / / GARAGE \ \ I ( 460 t.FT. I F.F. ®1905 I WALK — ) 102 N PARCEL 1 0025 \` \ g10 92 88 FIRE HYDRANT � ISO' • \ ; N STROM SEVER EDGE OF PVMT '85 86 rt 4 ' WATER LINE 5.12bth St. DESGRIPTION LOT 6, BLOCK I, SQUIRES REPLAT 1 \ S, � RECORDED IN VOUJME 20 OF FLAT I I PAGE 100 IN KING CO., WA; TOGETHER I WITH ALL ALL OF VACATED SOUTH 126th - 1 ; - ADJOINING. I I " =20' (/21/00 OI_SITE ZOOO 035 RECEIVED CITY OF TUK ' ' FEB 3 2000 6uu r::.;'.:t +4�'a3•�eL PERMIT CENTF. U CO 0 : rn w. w O LU d ▪ e D 0 w w U: O Z = . O~ z :es iential Sewer Use Certific..ion:: (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 subject to a capacity charge. The King County Council has established the amount of the charge at seven dollars ($7.00) 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 Water Pollution Control Division at 684 -1740. (Please print or type) Owner's Name Property Street Addre s , � Z- Lo + ' — City, State, Zip TA (Cwt t (4 - Owner's Mailing Address tDtS�- t� �e (,!/ (If different from a above) L /I ro , /ritrik (if diffgrent from owner) Party's Mailing Address (if different from above) Side Sewer Permit # City or Sewer District V k4 _ - * Please check appropriate box: .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 ❑ Mobile home space (1.0 RCE per space) No. of Spaces I certify that the information given is correc and any deviation will require resubmissi Signature of Owner /Representative Print Name of Owner /Representative 1057 (Rev. 2/96) :,59r ieaye t,2:` x : e w n „+ (Last, First, Middle Initial) Property Tax I.D. Number ' 9iff' — OOz.S Property Legal Address: Subdivision Name Subdiv # Lot # Block # Building Name (if applicable) ivy) 4d217) Owner's Phone Number ( Or) 7I( -74 ? r 1'— Property Contact Phone Number ( ) ��''� -� to to be Billed -' Date of Connection: x 0.64 = x 1.0 = Equivalent (RCE) Residential Custo er hCO ( e• r / � p 1)2000 03S 1.0 1.6 2.4 3.2 For condominiums, please fill out Supplemental Form A in addition to this form. erstand that the capacity charge levied will be based on this information. rrected data for determination of a revised capacity charge. Date '�12-4/e For ;King Coup 'us ccount #• Montt lyRs ,ISix Month. RECEIVED ci`1'Y OFTUKWILA MAR -2. PERMIT CEN 'fi 1 White - King County Yellow - Local Sewer Agency Pink - Sewer Customer z w re 2 —1 C.) 00 . CO 0 w= t- wO g Q I- al Z � ZO W U • � 0 I- wW • U O z w j I O z CITY OF ill KWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT #: 000a)-- c,3 • H-ha Certificate of Water Availability (Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): , P40 1-64 1/4-St . Tt,�/Cc)/ / e { 0"t;Ca c! £ _ 1771 14 • ►:.Jif � 'r+rf':CO MT.-- ;d ry�.w�} AFT j Z; Address: IAkt . Bhe . Phone: i r 1( .I�.n� Address: Phone: 1-1,5- Rp - Name: sue, .mac Name: Owner /Agent Signature: mur This certificate is for the purposes of: ❑ Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): 2) Vehicular distance from nearest hydrant to the closest point of structure 0 ft. Area is served by (Water utility district): k62,..00 Date: PART B: (To be completed by water utility district) The proposed project is located within (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: /- Lib( utn�� j `4' A f? f rn - /4 1 oe Iopers E.�c` -& s ;r &) 14.3; i& f/qGC EA,3 nePo - ; - KZ." - 2..0/ '1ai f'1/ ha.'e 115 kr efla she - f - e) (Use ebparate shei t if more room is needed) R" +.p t (1 4_,, r .p a s.e TI re 1 D►, 7 A bn„ e / Ono A. P/VI Based upon the improvements listed above, water can be provided and,will be available at the site with a flow of /gob gpm at 20 psi residual for a duration of 2 hours at a velocity of 12- fps as documented by the attached calculations. 1 4" n't f}; to Asz n G-•.Yt R e p Jac_e ' ' ' - /9a D cS-P ✓ 4 I hereby certify that the above information is true and correct. Ua0 Oi •. * I on /'►�la, �.. �a.c a�,� Men hone 0Ot9- 94a -g5'1'r By ezz,- /63 Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) A,gencehone By Date z I w re 2 J O 0 w • u. ° u_ Q = N d F- z � t-0 w ~ m 0 t— w I- U " t5 ..z w U 0 Z .1 ti TO: CC: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Brenda Holt, Permit Coordinator Jim Morrow, Director of Public Works FROM: Mike Alderson, Fire Marshal SUBJECT: Keystar Building Permits DATE: 6/9/00 RE: Building Permits; D2000 -035, D2000 -036, D2000 -037, D2000 -038, D2000 -039, D2000 -077 and D2000 -078 It has been brought to my attention that the Certificates of Water Availability submitted with the referenced Building Permit Applications stipulated that a flow of 880 GPM would be available "after" the upgrade of the existing 4" water main to an 8" line. The Uniform Fire Code, Appendix IIIA, requires a minimum fire flow of 1,000 Gallons Per Minute be available for single family dwellings. The code allows for a 50% reduction in flow requirement when the dwelling has a sprinkler system installed. These requirements are a condition for the issuance of a Building Permit. In this case, the existing Hydrant has a flow of less than 500 gpm, which does not allow construction permits to be issued. The referenced Permits are not to, be issued until the improvements identified in the Certificate of Water Availability are completed. The building of numerous residences on small lots close together creates a severe fire hazard during the construction phase. The limited available fire flow would make extinguisment of a fire among unprotected wood frame structures near impossible. This is one of the reasons the code does not allow Building Permits to be issued where there is limited flow. Steven M Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 a w �.,..•- w, ym-,•« re.. w. w,-. n�* rrw «.m�..^.�ra..•rtw+�Y�H3"t re w U 0 w w. w 0: �Q. =a z 0 z �. III ILL U O N ' oF- ww I U 0 ll• Z, U co O z V CITY TUKWILA Permit ;nter 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: 'i: ( • •- • ,• - •• .y... • .1) Site Address (Att map and Legal Description owing and size of main.): / ho nfo v gra � a ri: rt rination� ,.�,.'<.�.•�• >c�,.«:,�..:`.� . :...'.. < ��A.��n�/CaniactP Aso �:�..., �, . w{? „'cc:,r«<..�t' Name: - e 'trill, . -i Name: Address: ( 5 Lak 14)4'i} ,..do % /1 Address: Phone: lei ir-4/._ • Phone: This certificate is for the purposes of: ❑ Residential Building Permit ❑ Commercial/Industrial Building Permit Estimated number of service connections and meter size(s): Area is sere Vehicular distance from nearest hydrant to the closest point of structure Z-S' (Water utility district): / f 7re4 L-I - lO PART B: (To be completed by water utility district) Owner /A 6.l ` Goo r-/- 5 5* B ed upon the improvements•listed above, water can be provided and will be available at the site with a frow of pm at 20 psi residual for a duration of 2 hours at a velocity of 2-Z fps as documented by the attached calculations. nature: The proposed project is located within 1 t�.kVjk (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of th project before connectipn: in-ALs -( Prpp( rOt' A f), >(, OKvelope -4.5 �f scon ro (Use separate sheet if rfiore room is needed) 4 g a (., ” - t' - e✓ 4-7 1 A .z �v, ZS � Z7 - 7 I11h //ereby certify that the above information is true and correct. t� �t (-o. w i - h (S7 T�s` Al .1.�.c 4 gency /Phone ? , --? cf? By Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency/Phone WTRAVAILDOC 6/5/96 (Required only if outside City of Tukwila water utility district) /- r- Fz - 6 9S• J2 ❑ Preliminary Plat ❑ • Short Subdivision ❑ Rezone ❑ Other MA-X Date: PART C: fTo be completed by governing jurisdiction) ri Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. By are H -11 Pe_ C-4c - mac 3 / -- Ov Date Date z z rt w 0 co 0 W = Co w g a I- z = zI- W w 0 o �_ ff w u- ui — I O ~ z Phone: lei It-IL. • Area is sery Owner /A Agency /Phone WTRAVAILDOC 6/5/96 CITY OF TUKWILA Permit Ce,. 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: Site Address (Att map and Legal Description 5, 12,64 S Tu k IA) t llit b � yy �" istifioiriafloiifzr : a�rry r " 't : 'tti 3� i �(k ri / , '``tF Name: re SAKI. I1 Address: ( f"1- Lct k (,t f PL (.1/0 6 / r nature: (Use separate sheet if more room is needed) (Required only if outside City of Tukwila water utility district) This certificate is for the purposes of: ❑ Residential Building Permit ❑ ❑ Commercial/Industrial Building Permit ❑ 1I owing 6 Estimated number of service connections and meter size(s): (Water utility district): / t ln4 LT" ( u ' ' I hereby certify that the above information is true and correct. sty,, mss` Pl L - gency /Phone 7 -2. (..f? By Minimum water system improvements: (At least equal to B2 above) Vehicular distance from nearest hydrant to the closest point of structure 15 H-ha and size of main): • l �d�ntiContitictiP:erson� l »�..� /p - �; Name: Address: Phone: G Date: The proposed project is located within LA 14—V1/4A2 k "-? (City/County) D2000' 0 35 F - Preliminary Plat ❑ Short Subdivision Rezone ❑ Other PART B: (To be completed by water utility district) /— 3i — o 0 Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item 02 are met. ❑ System isn't capable of providing service to this project. CITY oF Ultl4�ii_;, Date r The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive . pia or to meet the minimum flow requirements of th project before connect � iopn: VIA. us-� A p l rot A f, , D .pe l r� i`�f Ston c L t° -c h•z ZS Z7 - Z° 0L. AWet_ ` (-4c 414.c. (Use separate sheet if room is needed) 4" " (,J O±<✓ , 4• ' 6-09v -- j-L S 14n . �c B upon the improvements listed above, water can be provided and will be available at the site with a tow of pm at 20 psi residual for a duration of 2 hours at a velocity of 2- Z- fps as documented by the attached calculations. lac C z z ~ w o:2 00 CO 0 wI- wa u. _ Cy � w Z � H Z I— ui O 1- wW I- — O W Z U O~ z Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: I Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: '5 SrUC' , Phone: `C Z S - ( fr Z L G q r 3 Property Address or Approximate Locate n: S4-, Li 0 A f d- S, U6 . Th Legal Description(Attach Map and Legal Description if necessary): a cJicc/ 71.- # 79yr2O — be 00 No 00 `1S" Part B: (To Be Completed by Sewer Agency) 1. ❑ a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /o,r r di (3) other (describe): —C4 /1.5 Q c. C� �,o /e fi i of ci 7 Gi C u e fore I'D a is l'G i4.f / o n 2. (Must be completed if 1.b above is checked) Oa a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. II a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ❑ May be Required c. Other: r / / , CI4v /- .`.o k d 1 C' v" -ghdd q +71-24. o f cOn`Kt7:7)o, CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY "WORKING TOWARD A BE1. ENVIRONMENT" SEWER , 'STRICT 14816 Mlli..,,y Road South P, O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 19 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I her • y certify that the above sewer agency information is true. This certification shall be valid for one year fr•, a date of signature, A rJ 1 r. 1) Ti tle • O og 1 2? 0O aEEIVEG Date FEB 3 2000 PERMIT CENTER WASHINGTON TITLE CO Commitment No. R226315-1 SCHEDULE A CONTINUED 4. The land referred to in this Commitment is described as follows: The west 200 feet of the north 132.5 feet of Tract 45, Riverside Interurban Tracts, according to the plat thereof recorded in Volume 10 of Plats, page(s) 74, in King County, Washington; TOGETHER WITH all of vacated South 126th Street adjoining; AND The north 132.5 feet of Tract 45, Riverside Interurban Tracts, according to the plat thereof recorded in Volume 10 of Plats, page(s) 74, in King County, Washington; EXCEPT the west 200 feet thereof; AND EXCEPT that portion thereof condemned for state highway under King County Superior Court Cause Number 647372; TOGETHER WITH all of vacated South 126th Street adjoining; AND Lots 5 and 6, Block 1, Squire's Replat of part of Tract 33, Riverside Interurban Tracts, according to the plat thereof recorded in Volume 20 of Plats, page(s) 100, in King County, Washington; TOGETHER WITH all of vacated South 126th Street and 40th Avenue South adjoining; AND Lot 7, Block 1, Squire's Replat of part of Tract 33, Riverside Interurban Tracts, according to the plat thereof recorded in Volume `20 of Plats, page 100, in King County, Washington; TOGETHER WITH with all of vacated South 126th Street adjoining; AND Lot 8 AND the west half of Lot 9, Block 1, Squire's Replat of part of Tract 33, Riverside Interurban Tracts, according to the plat thereof recorded in Volume 20 of Plats, page(s) 100, in King County, Washington; TOGETHER WITH all of vacated South 126th Street adjoining; AND The east half of Lot 9 AND all of Lot 10, Squirt's Replat of part of Tract 33, Riverside Interurban Tracts, according to the plat thereof recorded in Volume 20 of Plats, page(s) 100, in King County, Washington; EXCEPT that portion condemned for state highway under Superior Court Cause Number 646939; TOGETHER WITH all of vacated South 126th Street adjoining. END OF SCHEDULE A 2 RECEIVED CITY OF TUKWILA CON FEB 3 2000 PERMIT CENTER I t , . . • z us ut U � t3 0 H. w w LL O:. ii z: z ! AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON COUNTY OF KING y 0 W = w 0 g 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the w Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have z !- read or am familiar with RCW 18.27.090. z 0 P A.1" -• C. O •JoJ + J Grp' 1. I have made application for a building permit from the City of Tukwila, Washington. 11.1 i 3. I understand that prior to issuance of a building permit for work which is to be done by any D o contractor, the City of Tukwila must verify either that the contractor is registered by the State of . o N Washington, or that one of the exemptions stated under RCW 18.27.090 applies. ° '- w w ; U 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby u_ o` attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I z Ili consider the work authorized under this building permit to be exempt under No. 0 2 ow , and _ will therefore not be performed by a registered contractor. o F z I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. AFFCONT 1/13/00 CITY OF TIT Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ) ss. states as follows: L oa. APPLICANT cOvLc Signed and sworn to before me this t2 day of TARY PUBLIC in and for th State of Washington, H -4 , 20 w . residing at Name as commissioned: dolt My commission expires: County. z w re 0 18.27.090 Exemptions. This chapter sha.1not apply to: 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13/00 (Th of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. I/ 2" GYP. PP. 5119ING PER 7 z N5LLATION PER NOTE5 2 x 4 TOP PLATE -/ j a " ■ 'TR. INALATION \ , HEAVER 'A PER FLAN FVR. ELEVATIONS - HOUSE AWYP - I/ 2" CPX PLYWO 4" 501 IP -0 PE rici-tr Lan INVEPENIPENIf OF F 14 . PRAN i I t i 0,..-----. ''' / ......- a 51W a 16" O.C. ---- r .--2x52112 n M JOST / 2x6 rs. st.L. rim-e W/ 5/ 8"0 x 10" A.D. -..•-• L i - -- - r NAL 9if6. TO a 3'. O.C. EA. WAY 2x 5TUPS I/ 2" ROOF 9-rr6. 501-IP MOCK w/ (5) 20 s ateriev VENT HOLES PLAN ' BAFFLE I _7, [ 7 f , Z y rna- 65 PER PLAN ( 2) A4 MOCKING a ANY FLYWO. JOINT t 1 I -. L 1 - - i 1 1 ( 2) NAIL 941 TO EA. 511.12 - / w/ 2"x 2" K ./ 16'' PLATE WASFER5 a 48.0.C. & 12" FROM ENI25 APA MEP ' ' AY . 1 5/ 8" MIN. 24/ b EXP051Ie 1 ' t r , - 1 a " . Ad NAILS 5 O.C. oc /1 .--- 1 PLYWP. 1. • 'f wan & curr -..-„. W, PER PLAN ----- - !NS - rLoo JOIST -----R - 1 - '--4----' - i--„ -r-V- AU- PLATES, 1-fPFS. 8 511V5 (5) A PLATE NAIL 54-r6. TO 1 EA PLATE , CONTINUOUS -, \ METAL arrreR \ 4 .i.le AOMENVEMW 1 1 y e , 1111 2x 6 FASCIA TRUS5 TAL ., WING P ER EMV ELEVATIONS Har. 0 ., I/ 2" SFEATING - "......-......ve 1bal _ `411 OR 1-12.5 P NOTE5 ' GWO w/ PVAPAINT , VAPOR DARIZFR FL - 2x WO WALL PER AN INSILMON PER PLAN \ .g I I PER PLAN -- .4 DAR CONT. - .4 DAR a 16" O.C. VERT. - TYP 6 MIL VA.EIR DAPRIER LAPPED 12" • / * SEAMS, EXTENVEP TO FNIPN, WALL SI 5111214 MPSON HOOKEP END WOOD TO CONC. CONNECTORS w/ 5,200. CAP. ( MINL) wi I/ 2" aeArz FROM EDGE OF CONC. MIN. I I '1 1 • 1 1 1 _ ti llj-E1 T % I I- I A , 1 un9 ' -NRN 91 - i7 CONC. WALL PER PLAN 4 " I '- 416 V_k1 I-111-'11-'1W- -111=11E111,1 ( 2) .4 DABS CONT. 5/8 0" A.D. w/ 7" _,1 ) LI LJ 4 ' PERE. rm. PRAIN 8 ,, .. MN. Emoeptewr 5 FOUNDATION DETAIL LATERAL RESTRAINT PANEL TYP. EAVE DETAIL (I) SCALE 3 / 4' ' -, ' 0' ' SCALE 5/ 4" .-1' 0" ® 51, 5117ING PER ELEVATIONS False W7AP I / Z CPX PLYWO OR 0.5.13. 4 say rim 11Clif LINEP INDEPENDENT OF FTG. MAIN 4" rep?. pro. DRAIN 21,4 STLV a 16" O.C. 4" CONC 51-AD w/ 4" MIN. 4 DAR C a ° 16 NY ' ; O.C. VERT. - MAN. FILL ,1011 c ■',1t 6 MIL V.D. SCALE 5/ 8" GW13 TYPE V - 4" CO'NC w / 4" MIN. GRAN. NU- 'HLET.H.41 =11 ) 6 ML V.P. 1 12" FOUNDATION DETAIL z I /2 CO. DP. INSILATION PER PLAN 2x 511V a 16" O.C. 501.117 IM Joisr / 12K P.f. 511-1.- PLAT W/ 5/ i3" x 10" A.D. w/ 2"x 2"x 5/ 16" PLATE WAS-ENS / I a 480.C. 8, 12" FROM ENP5 3 / 4" '18,6 rtywo . NALEP N a..LEP PER FLAN J0151 PER PLAN #4 5AR CONY. .4 DAR a 16" 0.C. VERT. - TYP. 6 MIL VAPER PPIER LAPPLY 12" /". SEA'x'S. EXTENDED CO PNPN. WAN. ( 2) .4 DAPS CONT. - TYP. WING PER ELEVATIONS 1/2 CPX PLYNV OR 0.50. 0 P.C. SILL. PLATE W/ 5/ 80 x10" AD, w/ 2"x 2"x 5/16" PLATE WA9rER5 48"0.C. 8, 12" FROM ENDS 4" 50,112 SIPS riar Linen INDEPENDENT OF -g• 510. SPAIN 5/ - I '0" 4" PEW. FIG. .4 PARS CONT. - TYP. MAIN © GARAGE FOUNDATION DETAIL INSLLAIION PER NOISY a 5110516' O.C. a SOUP RIM JOIST '2x P T. SILL PLATE W/ 5/ 8" 0 x10" / 2" x 2" x 5/ 16" PLATE WAN-ASS / 400/. & 12" FROM 5025 / 5/ 4• f&G FLYMV., NAIL, %IXEW,& 1N515ATION PEA NalE5 FLOOR ..1015T PER PLAN - *4 DM CONT. .4 DAR a 16" O.C. vekr. Tyr. 8" CS) #4 PAPS - 6 MIL VAPER DAPRIER LAPPED 12" a SEAMS, EXTENPEP TO SPAN. WALL GARAGE/HOUSE FDN. DTL. SCALE 5/4-10 4 , 211 MIN. LAP 24 BAR 0 MIN. S FIRM 1WI511R3E5 SOIL a MIN, PEPTH BELOW FIN 5RA0E FOUNDATION WALL w/ TYPICAL MINE. H - 2' -0" MAX. A U T EEIMIIERIIM t - MIN. 552 DEPTH w/ 1W. MINE. 0 7 TYPICAL STEP FOOTING SCALE 5/ 4" 1'0" ( PIER PAD FOOTING DETAIL SCALE 5/ 5011.10 PER ELEVATIONS ANIUSS WRAP - 1/ 2" COX PLYWD 0I8 0 5.D. CONC, rozai dr - 26,8 ON-V. 505514511 mom ABOVE 501.E PLATE COS ML12 SILL 1 4" 5555, 510, PRA1N q PER PLAN -R-I9 IN5WATION 555. 50. -2 x 5111P a 16" 00. 5/ 4" 184 PLYVVO. HALED & GLLEP - 'F" - INSU , PTA PLAN FLOOR JOIST 505112 JOIST . PER PLAN P.T. SILL PLATE W/ :5/ 8" x 10" AD. w/ .2"x 2"i 5/ 16" PLATE WASHERS a 480.C. & 12" FROM 5505 DAR CONT. .4 PAR a 16" O.C, VERT. - TYP. ML VAPER DARRJER LAMP 12" CP SEAMS, EXTENPEP CO FNIPN. WALL (2) .4 DAPS COW. - TYP. FOUNDATION DETAIL 5/4-10' 5CLV WALL OR 13ALIETER5 IV Car ORM TO AC SPY. 5506 H/ 2" CONT. FaNVRAL w/l4/ 2" CLEARTO WALL E425 TO WALL I I 14/6" PLYWOOD CR 11 II II' 4.1011 Luxee 2 LAYERS 5 / 8" PPR . 5" GWP W.L0W STARS s 2 x 4 MEI, MOCK --- 2 x 5K1215PACER OR 11.4 WALL fail. 5PACRR FIRMOCKRZ a M12-9%1 & a WAL ALONG 511515055 851T5555 511/25 IL 2 x 12 5IRINIGER5 1 IA., WAL-L5 FLOC/RUNE ( STAIR SECTION DETAIL 5C/LE 5/ 4 E= 01 Li L n 1)2, t)06- l LOT b S. 126th St. lumber 5trerio 511175; P. FIR #5 OR SILO CRAPE _10151, RAFTERS: POLU-FR # 2 MAXIS, WAVERS, Luvrel.s, 052555 4" NOMINAL 000-PIP *2 95 875 6" NOMINAL POUG-F112 #1 85 1550 alerLAMINATEP TIMBERS 190.0-roz LARCH ( I6F-V5) POLIO-FIR LAZCH ( 245-v4) PArAtet, 515AN55 LAMER 2.0E PAZAA-AM P51-. LOAPNa koo TILE ROOF: FLOOR: OILING: MCK: JUN I /001 Fit 56 E • 75 125 1,200,000 75 850 1,400,000 - C LNITS IN P51 1,700,000 1,700,000 190 1600 1,500,000 190 2400 1,800,000 290 2900 2,000,000 12 555 MAP LOPS 25 PT LIVE LOWS 57 PSF 20 PSF MAO LOAN - 25 PSF LIVE LOAD 45 PT 10 PT MAP' WAP 40 55F LIVE LOA) 50 58' 5 PT MAP LOW' 10 55F LIVE LOWS 15 55F 5 55F MAP LON, -1 60 PSE LIVE LOPS -• 65 555 INTERIOR PARTITION: - 7 PT EXTRYR PA", 10 oF.D 4I 5 roof construe:bon. r • • COMPOStION siimars 15. leocvm PEL:r 7/16" 51.Y547. GA 055 5tra. w/ "EXTERJOR" Lati- truss I RA5155 a 24" ocretz, PLAN 5-50 INITIATION I/ 2" C.12, PP. OR 5/8" Al?, PP. EVA VAPOR PAIMER wall construction %%NG PER ELEVATIONS I5# PIJILPNG PAPER 02 HOLT WZAP 7/ 16" ELMO. OR 055 9414. w/ "EXTEZOR" LANAI 244 911V • 16" 00. R-15 PAff INSLLATION Its" 00. 5152. PVA VAPOR PAM= floor construction 5151511 55005 5/ 4'. f&G PLYVVOOP NAL. & 94E 2s JOIST'S me PLAN P0514 BEAM / OW. WA-L. PER P.. AN 5-19 INSULATION 0/ 155556150 55/055 6 ML VAPOR PAP/ER nate 5 FILE stand that the under Plan Gheck approvals are sutject to erro the v i rs and omissions and approval of plans does rot authorize violation of any adopted code or Orciinance. Recept. of con- It actor's cop o proved plans acknowledged. floor plan notes COPES LEX, 99155251011 I. ALL NAILING 10 008712 's! 1.15C - FAME 25-11-P-I 2. ALL WAVERS TO PE ( 2) 2 131.1L1IP 11.N.O. 3. ALL exitiaoR WAL4-51T3 PE 21,4 W/ 5-15 INSLLAI1ON, 4. ALL FRAMING TO SATISFY avelek 25 LIP,C.. FLOCK ALL PL552 550,5 /NP' NAL W/ 10d 0 6" O.L. LIND. DP, ALL EXT. WALLS 5.. PLATE Fela-tr 10 PE 8' -I" 110.0. 6. PROVIDE SOUP 002551NG * ALL TARING WALLS 7. FIRE FLOCK a ALL MUMPING PENEWAI1ONS 8. PROVIPE 26 GALVANINIZEP TEN' METAL FLASHING APOVE \avows AMP POOPS T fr . LAP PILPINa PAPER 0555 5165150. 9. TE PLANS/SO 0517115 505 LUMPER 054055 /552 StRUCTIRAL / FRAMING NOTES 10. 51113150 RANce, PRYER, PATI-IROOM, 65.0 LAUNDRY ROOM VENTILATION DUCTS ARE CO HAVE 5000111. NON-COMP1.151APLE, NON-ApsaveNr stoxx ANt2,ALL 5011555 5AcK-52555r PAMPERS II. C1.011-E5 PRYER EXHAUST PUCTS SHALL 00151E ASTMPLEP WITH MeTAL SCRRWS OR OTHER FASTENING MEANS THAI" WI4101 EXTENP 1-5121E7. 12. ALL SHOMERS 94 HAVE FLOW RESTRJCTOP5 LIMITING FLOW10 2.5 WM, PER wsec 15. PROVIDE WATER RE5151ANT GYPSUM PP, 05 /555080 Ner AREAS. 14. VENTILATION TOPE AN INTEGRATED SYSTEM W/ 55555 /55 INTROVLUP 500 11-A IZEILRN AIR FLOW PY MEANS or morazzet2 511A4P5R. 15. AA.- TOLE TO PE MAX. 1.6 GALLONS PER FLUSH 16. ALL WNPOWS CO M VIM. FRAME W/ INI05ATE5 cmss OR DEFTER 17. • PENOMS SOLIP 515ARIN4 INVER CONCENTRATED LOWS. noe CO5255 LOC, 1997/52110N foundation notes I. CONCRETE CO MACH A compwssnx sftwai OF 2500 59 Aernz 28 SAYS. 145e 5,5 SACKS Of 558555 555 at. YO. 5 6 GAL. WATER PER 5/05 05 cemerstr. MAX, 5518'P NOr CgRP 4" 2. MINFORCING sset.. SHALL Et PRFCRIVIEP 514 GME 40,PER ASFIM A615 A. ALL 50015505 HAVE A MINIMUM 12E541 OF 18" BELOW FINISH CRAPE 4, ALL 50055515 10 555105 FIRM INPISTLEVEP SOL - MIN. 2.000 LPS. F 5. ALL i'''' WOc n :72 N 11 CONf CONCRETE . MASONE'y OR EXPO EAR111 CO PE 55555555 1115A1512 PRESERVATIVE. ' • 6. VERIFY ALL- 5185051005 /552 CO02II1ONS IN 11-E FIELP 7. 5505105 1EMPORARY BRACING kt01111 uvrit.i. ALL rementAntr CONNECTIONS ANI2 511frENINC451-1AW PEEN INSFALLEP. 8. TE FLAW & 12el61L5 FOP LAM MAPES ANP 5TRUCTIRAL/FRAMING NIOTES 9. STEP FOLNPATION PM' 511t CONA211101 COPES: UPC, 1997 EPITION roof' fr inq notes I 91A5250 A1EAS 52EN015 2X DUMMY FRAMING 055RR/305 PRAMNG PELOW. 2. • rewores SOLIP 515/RING 5511255 CONCENTRATED LOPS. 3. 55 FRAMING PLANS FOR BEAM 4.1506055 95E5, 4. PROVIEE 14-I 05 8-2.8 FRAMING ANCHOR Af EVERY,OTVER RAFTER / 113155 ANI2 evvEy RAFTER/1E1155 VA 4' OF coravegs 5. TRUSS PESIGN 5TAMPE5 PYLICENSEP.WASHINGTON STATE ENGINEER CO ve PROVIPEVroz • wvirw FOR COOP COMPLIANCE, 6. 5.0a APE•f0 PE 5I55ORTE12 LATERALLY Ai ram-5 05 51555150 DY 505I5 51L005NG /NV ALSO Ar tapcg. cav OP 115 mechan ical notes JUN - 5 I, EMPLACES SHALL COMPLY IAITH SAC. 401.5 ,VJAO.C. - 2. CLEARANCES FROM COM5115115L55 OP FIELt OWNING APPLIANCES 5W55I CE COMPLY VVTIli 524.1, U.M.C. • 5. 51e1_ PIRNING 505558501 151 Receive OLIIVOORS COMI5USI1ON AIR PER 550. 701. 4. FIREPLACES SHALL. HAVE T1Glir PITYING 55655 50055 & ELLE PM/PERI 5. aks LOG FIREPLACES SHALL w/ LEG. 901, U.M.C. 4.40115. VLAOC 6. 5L068555 110 PE L-Peet.52 PY AN 5515505552 /055115 & INSTALLEt7 PER LISTED SPECIFICATIONS 8. MAAMP LOCATIONS MUSICO4fl.„ nil sec. 515, limo. 9. mmInslas 1151/SLIP IN A GARAGE must- 5e 5501501552 PROM VEHICLES N ACCORPANCt 50.3015,113‘4,C, ' 10. Paurtogur wcAlto 06 555500 CO EE IN9rALL55 PLors. • 9mrots 8,54./RNEIZSAEVAIVI2 PER %c..vos, u.m.c. APk-lANCES TO Pt 550.55L5565515555 Itst nice Ptlz sec. 304 /4, M.G. crm. PrA.Wseo „. . . 52. FACTORY PULA' CHIMNEYS 10.PE INSIALLERPER' ,. Area. & sec.. 605:1-2. 806'. 5 _ IS. orrs 10,COMPLYWITII U:Nte, sfewawfv , , querwAll...,.trioNlo co,N u,m.c. uturft..69ontlaps ,Lit'opec, 6 -rot- 025 X1.1 N co W1 BY • :REVS! . E Pp0 81'0100 ,/, ATE ISSUED 2/58/oo 51 AR WALT. SCI-EIALE , 5FEANJG ON i WALING ¢ 2x HF.-U.NO.! E Dim Ei.K'I7 1 NA LING ¢ : %EAR MOW NN.NG 51� PLATE A...'5 PLAT L;6SfX5 ¢' T. 3lfoA` Tx° - � FEW TGRIIAJO15f JOIST TOSLL ( m TOP RM PLATE 7/ 16" 053! 8d 5W -I , R I ¢ 6" 0.C. 115/ 32" IV. i 8d ¢ I Z Or.. . I bd ¢ 8" 0.C. 'bd 51-ANf ,....'6-4 ¢ 8 " OL V T x Iv' ¢ 48" OL, 7/16 "056 ad 5W-2 OR ; ¢ 6 " O L . 15/32" PW.; . ¢ 12" O .L. I6 ¢ 8" O1. 16d9ANf '[. MA15 ¢ 8" OL.'.. 5 /8 "r1`J ¢ 46"0.4: 17/16"056' 8d 5W-3■ 0, ' e2" aC L15/52' WJ.I 8,1 ! ¢ 12' OL. 164 ¢ 4" O.C. A35 ¢ I6" OL ' 5! ‘1.0' •' ¢ 0E. NAL591ALI- ft 51A6CERE2 N ALL CAA`E5 'x'+• I I I C A . E5 MN. 5x NOMINAL MEMHER ¢ ALL ABUT N PANEL EDCE5 NT 5LL H.R1E5 FLOOR 11E5 & HOLVOWNS 9M'50N EKNA2 - U.N. MAIZI( '' 5NA WALING H OLDOLMI MOI.DOm 1511V ANCHORAGE *OCR EOIOS 42 7,5 51-1214 f-I CR , 5114214RJ ' OW -I6d : 1 ,: 442 I ) OCAS N51.1205f.G a EN20F SEfr WAL 0) Exef212 P.M. P022.7 A5.0'2. FAEHC. 2.112, (2, Cern WALL CG145f. 5W2 A59EiR WALL A60rE e 4 91f-ALEP Pit? 2 GEWI°4A54R , MI MONO 50550e111155 IWX2WKE WNA. k V o 50.0 NWAL a oRO7LN: -Er . LE2GER dl� 83 LI'JiN6 RM TpoPLT BY: _f/7 JOB it NO - IV K DATE 5 - ( - 1 VOID IF NOT WET SIGNED 1,828 50.F1.. 11/11110111 Vii HALL 0 11 CLOSET COMPOSITION ROOFING - 2x 4 WALL 57JDS e 16° O.C.. MFG. SCISSOR 1505535 e 24" 0.G. MFG TRUSS BEYOND 2x8FJ ®lv OG rJ /4' T. d G PLYWD D�GKING + 36" RAILING- '. +42" HALF WALL `(3) 2x12 STAIR GIRDERS BDRM. #2 R - 19 INSUL. R -50 TYP. MFG. TRUSSES ®24" O GARAGE 4 CONIC . SLAB TPO ALT, HOUSE YNRAP I/2" PANEL SHEATHING N �- SIDING PER N ELEVATIONS UPPER F.F Z TOP FLT. CEIV D CITY OF KW JU� - 5 201 PEEL IT C NTE MAIN F.F. RAVN BY ATE ISSUED 1/12/00 REVS. 5/30/00 FILE N0. PLf.._0IC 00 * 6 11 I I ITT ACCESS YELL MIN 18' x 24' '" I G RAYt SPACE ACCESS of 4 7 T -1 T -I 5W - 3 _ Z - - - ITT L I 6' x 16' F0kVATION 000 - 100 ®9 L0ATOIE or/ 9B 59 . IN IRE VEN11N5 EA 8550 FT/ 150 6050 . FT. VBITINS I0 8' 000 PAL TYPICAL -UNO. 7 FT - 1 L J L�J - \ 5 ,4I6,KENED ! -- DnGCl j T -1 r 4x8 D.F. x2 L 0- J GIRDER TYF L J J I 40 3 , 3 . 0' -0'L( -14') SW -3 I_V I ,I 2:On fi E3 TH g41 _- 5 ® k3 MASTER 2'4 PNT 9 \ \ y SUITE v , Y Y.I . , - o v AGRnIG5RROUND cARPEr CARPET k TO 10' ABV. DRAIN ''. re; I MIN 22'x50 Amc ACCESS h' 2 -3 I/2" T-01,1 " Ow' - 3 STORAGE 1 a { '. 2)4 4 S A - i- �n l COATS RtS E DRM. #S 0ARPET 3I-10 ,i2II '4 T_I MIN 18' GRAYt SPACE DRAWL SPADE 6 MIL 00400 VAPOR BAT MP ONTO FT6.1 LAPPED 12' YAMS MAX. 8 STEP / q - - - - TOP OF SLAB 4 J '`0060 BOLLARD 25' 83004 014154 TO 36' A ' FLOOR OF HOLE 24N 24N 10' GONG. PAL R 4 5 FOUNtA11ON I AN 1- SCALE I /4' -O" I - - 14'1 -0'_ '11 6 -5° T BDRM. #2 CARPET LINE OF N A I l BEL ` 0 °I 50361 XO SLIDER - 7 ^ L 7 L J L LPP�F FLOOD FLAN 5-3' 10' 4 SCALE I/ 4" - I' - O" 22' - GARAGE 4• GONG. SLAB OVER MIN 4' EOPA082 :. GRAIILAR FILL 00042 0 F00100 10-3" 22' 00 I 1 60401 X0 SLIDER 5040100 SLIDER 0-11/2" 1 5-11/2' II' 3' 10'-6' I I 10-3' 5W -3 -2 5_. 000PL FEAtE0 ROOF AREA 1324 50. FT. 000 CJ VENTILATION 1/ 500 50. Ff. PROVIDE 4.40:, 50.0'. OF VENTILATION 017 50.10. NET CI-EAR a 000V 317 50.IN. NET CL a FRIEZE OLOCK5 PROp0400: MIN. 42 EA 5Ct0ENE0 FRIEZE VENT 01 -00(5 0 7.5 50.10. NET OPEN AREA EACH MIN, 517 50. 0. 0 44240 VENf5 12" 1-36 FASCIq '1W. :.. 40, L1N.O. WOF FkM61 PLAN rooV V1D�C� -5' FLOOR PEAS FLOOk MAIN FLOM AREA LITER FLOOR 400 - 10144, 15'_8' 18' 962 5040 666 50.40. JUN 1C 2001 GRAD'c 11 111 1 11 III =III II EXPIRED 9'-4 COMPOSITION ROOFING '4210 ® 0-4' HEAD DINING CARPET 112" LIVING 14x4 ' 1EAD I 3614 ARCH IN/ b° SPRING 8 ° 3' 4•J 436' 611ARDRAIL _ KID 4• SPIERE GNAT PAS 11i . r -4' 31/2° e� � 11i� _ 30 6 PN DR 11 vJ TOP T 9'451110' GONE - -p $ - o i 41a- 4x8"®9' -2° - Via : BEAM -- ARCH 0- 000. W �� ■ ' TOP FLT. EMINImm I 1' -2° 2' 4-2 TILE 01115H 4 50001D GARAGE ARM( 00.Y54 TYPE 'X' 6Y8 TO N-4 CIHON UNNS 4455, 6510454005751 4000. M2 LAYERS ®lALMSBIPI. 02-3640.1424' 0G. 16010 014. GARAGE DOOR 5 50110 000'6. 51440 005. ' 1050044000 LINE OF MOIL ABOVE 525'x18 J TOP OF 04. FLUSH N! TOP 00 RR .5T00 LINE OF HALL ABOVE'r, 4' 8 1'2` TOP FLT. ®T -2 0 -1 1/2" MAIN FLOOK FI -AN sox v4'r�- p'pa' 3Ll 3 2000 22' a' -b' 4' -9" 40401X0 SLIDER 40401 X0 SILR SYMBOL, LEGENI2 O 5MOKE DETEC7005: 110v INTERCONNECTED w/ OATTEPJES nal/\ 57 FAN, SIZE PER PLAN, MCI 70 EXMIZIOR, 1,5 50N E5 c3 \!1'_�5FJG 0N15405' 2x5 RIDGE 2 x 5 OVERFRAME RAFTERS 5 24 0.G. I - �-- 005050000 : 1 = T' GRANULAR FILL III 11 -1 I 5FC110N A SCALE 1/4 "- I -O'... JO NO. 00001 z 0 1 MI MONO 50550e111155 IWX2WKE WNA. k V o 50.0 NWAL a oRO7LN: -Er . LE2GER dl� 83 LI'JiN6 RM TpoPLT BY: _f/7 JOB it NO - IV K DATE 5 - ( - 1 VOID IF NOT WET SIGNED 1,828 50.F1.. 11/11110111 Vii HALL 0 11 CLOSET COMPOSITION ROOFING - 2x 4 WALL 57JDS e 16° O.C.. MFG. SCISSOR 1505535 e 24" 0.G. MFG TRUSS BEYOND 2x8FJ ®lv OG rJ /4' T. d G PLYWD D�GKING + 36" RAILING- '. +42" HALF WALL `(3) 2x12 STAIR GIRDERS BDRM. #2 R - 19 INSUL. R -50 TYP. MFG. TRUSSES ®24" O GARAGE 4 CONIC . SLAB TPO ALT, HOUSE YNRAP I/2" PANEL SHEATHING N �- SIDING PER N ELEVATIONS UPPER F.F Z TOP FLT. CEIV D CITY OF KW JU� - 5 201 PEEL IT C NTE MAIN F.F. RAVN BY ATE ISSUED 1/12/00 REVS. 5/30/00 FILE N0. PLf.._0IC 00 * 6 11 I I ITT ACCESS YELL MIN 18' x 24' '" I G RAYt SPACE ACCESS of 4 7 T -1 T -I 5W - 3 _ Z - - - ITT L I 6' x 16' F0kVATION 000 - 100 ®9 L0ATOIE or/ 9B 59 . IN IRE VEN11N5 EA 8550 FT/ 150 6050 . FT. VBITINS I0 8' 000 PAL TYPICAL -UNO. 7 FT - 1 L J L�J - \ 5 ,4I6,KENED ! -- DnGCl j T -1 r 4x8 D.F. x2 L 0- J GIRDER TYF L J J I 40 3 , 3 . 0' -0'L( -14') SW -3 I_V I ,I 2:On fi E3 TH g41 _- 5 ® k3 MASTER 2'4 PNT 9 \ \ y SUITE v , Y Y.I . , - o v AGRnIG5RROUND cARPEr CARPET k TO 10' ABV. DRAIN ''. re; I MIN 22'x50 Amc ACCESS h' 2 -3 I/2" T-01,1 " Ow' - 3 STORAGE 1 a { '. 2)4 4 S A - i- �n l COATS RtS E DRM. #S 0ARPET 3I-10 ,i2II '4 T_I MIN 18' GRAYt SPACE DRAWL SPADE 6 MIL 00400 VAPOR BAT MP ONTO FT6.1 LAPPED 12' YAMS MAX. 8 STEP / q - - - - TOP OF SLAB 4 J '`0060 BOLLARD 25' 83004 014154 TO 36' A ' FLOOR OF HOLE 24N 24N 10' GONG. PAL R 4 5 FOUNtA11ON I AN 1- SCALE I /4' -O" I - - 14'1 -0'_ '11 6 -5° T BDRM. #2 CARPET LINE OF N A I l BEL ` 0 °I 50361 XO SLIDER - 7 ^ L 7 L J L LPP�F FLOOD FLAN 5-3' 10' 4 SCALE I/ 4" - I' - O" 22' - GARAGE 4• GONG. SLAB OVER MIN 4' EOPA082 :. GRAIILAR FILL 00042 0 F00100 10-3" 22' 00 I 1 60401 X0 SLIDER 5040100 SLIDER 0-11/2" 1 5-11/2' II' 3' 10'-6' I I 10-3' 5W -3 -2 5_. 000PL FEAtE0 ROOF AREA 1324 50. FT. 000 CJ VENTILATION 1/ 500 50. Ff. PROVIDE 4.40:, 50.0'. OF VENTILATION 017 50.10. NET CI-EAR a 000V 317 50.IN. NET CL a FRIEZE OLOCK5 PROp0400: MIN. 42 EA 5Ct0ENE0 FRIEZE VENT 01 -00(5 0 7.5 50.10. NET OPEN AREA EACH MIN, 517 50. 0. 0 44240 VENf5 12" 1-36 FASCIq '1W. :.. 40, L1N.O. WOF FkM61 PLAN rooV V1D�C� -5' FLOOR PEAS FLOOk MAIN FLOM AREA LITER FLOOR 400 - 10144, 15'_8' 18' 962 5040 666 50.40. JUN 1C 2001 GRAD'c 11 111 1 11 III =III II EXPIRED 9'-4 COMPOSITION ROOFING '4210 ® 0-4' HEAD DINING CARPET 112" LIVING 14x4 ' 1EAD I 3614 ARCH IN/ b° SPRING 8 ° 3' 4•J 436' 611ARDRAIL _ KID 4• SPIERE GNAT PAS 11i . r -4' 31/2° e� � 11i� _ 30 6 PN DR 11 vJ TOP T 9'451110' GONE - -p $ - o i 41a- 4x8"®9' -2° - Via : BEAM -- ARCH 0- 000. W �� ■ ' TOP FLT. EMINImm I 1' -2° 2' 4-2 TILE 01115H 4 50001D GARAGE ARM( 00.Y54 TYPE 'X' 6Y8 TO N-4 CIHON UNNS 4455, 6510454005751 4000. M2 LAYERS ®lALMSBIPI. 02-3640.1424' 0G. 16010 014. GARAGE DOOR 5 50110 000'6. 51440 005. ' 1050044000 LINE OF MOIL ABOVE 525'x18 J TOP OF 04. FLUSH N! TOP 00 RR .5T00 LINE OF HALL ABOVE'r, 4' 8 1'2` TOP FLT. ®T -2 0 -1 1/2" MAIN FLOOK FI -AN sox v4'r�- p'pa' 3Ll 3 2000 22' a' -b' 4' -9" 40401X0 SLIDER 40401 X0 SILR SYMBOL, LEGENI2 O 5MOKE DETEC7005: 110v INTERCONNECTED w/ OATTEPJES nal/\ 57 FAN, SIZE PER PLAN, MCI 70 EXMIZIOR, 1,5 50N E5 c3 \!1'_�5FJG 0N15405' 2x5 RIDGE 2 x 5 OVERFRAME RAFTERS 5 24 0.G. I - �-- 005050000 : 1 = T' GRANULAR FILL III 11 -1 I 5FC110N A SCALE 1/4 "- I -O'... JO NO. 00001 z 0 1 M IhINDOIAS ,O_,MNS xg EASE 4\8 BEAMS I) Ib 1 k, II I -. - NRA ED COLUMN TSG 1' CO OSTiON ROD=I.NG -G,ARE J - 2x4 5 =- ASHING x4 71' IF i u I TS 6 _x8 .ARSE— Rv,- — 'I - -- , if - u J lL II l n 17 L-JC� FkON1 �I. VA110N 5011 1 /4i' -I''O" LOMPOS'TION ROOFING- CONT. METAL GUTTER LAP SIDING @ b" F\POSJRE L p J I kFAR N.�VA110N-13 XN.E 1/8" - I' -O" 2x6 FASCIA F CONT. METAL GI;TTER FLASFING -TYP \- -SCISSOR TRUSS BEYOND L- 1 �L- VA110N -13 SLAI-E - -- -- I/ 8" - I' -0" COMPOSITION ROOFING I2 _.AP SIDII.G EXPOSURE Ix3 1x4 BOARS.-_.. - BUTT ,;0 N ED A CORNERS 1 �i.�VA11ON -C3 X Nk 1/8" - 1' -0" — SN.A�E SIDING cA E EXPOSURE 2x4 CEDAR ON „E ONLY _\:ENDS •-0N: FINISH GRADE Ix2 BATS x1 C.G. •-'3F XV.J . rn; 00x/.0.5.-.0\ ROOFI1i& 1 L - 2xa �LX I I MD COMPOSITION ROOFING T5. L.L TAIL 12 2x8 BARGE 1x3 TRIM- SCALE - LAP SIDING ®b" EXPOSURE TLASHING -TYP. 10" PVC. GOLU'MN w/ MFG. GAB 8 BASE save OOMPOSITION ROOFING CONT.''METAL GUTTER it III I I I I I.1 ! - L I !�JL Fir J �'L 1j7 I II I = I !!I I!L_J :I I L L F ON ' L- VA11ON - A 5c - 1/4 - .' 0" MAf? FI- VA110N -A XALE i /8" - I' -0" COMPOSITION ROOFING ` TRUSS BEYOND ��11' �I.�VA11ON -A 1/8 " -I' -0" LAP SIDING ( 5" EXPOSURE Ix3 E 1x4 BOARDS - -- BUTT JOINTED @ CORNERS I161-11` fVA110N -A SLICE 1/8 ".- I' -0" 2x6 FASCIA CONT. METAL GUTTER 2x r; FLASHING -TYP 1x4 b- - -2x ^- CEDAR ON FACE ONL ET BEYOND STING. KNISH GRADE JUN 12 2001 RECEIVED CITY OF TUKWiL4 JUN -52000 PERIAIT CENTER EXPIRED I T N E S M T Pft : RY FIRE HYDRANT CONNECTED TO EXISTING 6" MAIN. 5' WIDTH TO BE DEDICATED TO CITY OF TUKWILA UPON RECORDING OF PROPOSED 6 LOT SHORT PLAT. PLAN I854-B GARAGE RIGHT D2000- 035 4006 S. 126 ST C LOT 6 PLAN INS-A GARAGE LEFT 12" RCP. STOCK PILE LOCATION PROTECT WITH VISQUENE PLAN 18i-A GARAGE LEFT D 2000 — 036 4012 S. 126 ST. LOT 7 50.04 SEDIMENT FABRIQ FENCE1EXIS EXITING PAVED _ _ _ _ PUIIILIC ROAD g r SAN SEWER tFROPO ED) LU H UNDERGROUND PRIVATE UTILITIES (ELECTRICAL, GAS, COMMUNICATION) ' EASEMENTS TO BE PROVIDED IF NEEDED FOR UTILITIES WITHIN THE __ EXISTING LOTS. FUTURE CURB A D GUTTER, 'A STREET IMPROVEMENT _WHEN LOT "A" AND L .7 " " • - HORT PLATED. 75 50 PLAN POINN,A GARAGE LEFT I FLAN 1828-A I GARAGE LEFT LOT H-3 FUTURE RESIDENCE D 2000 - 037 4018 S. 126 ST E LOT 8 ELAN DON-B GARAGE RIGHT LOT H-4 FUTURE RESIDENCE D 2000 - 078 4024 S. 126Th ST. PLAN IPA-A GARAGE RIGHT .12" Rep_ 12" Rep .12" RCP - — — PLAN PONN-A GARAGE LEFT LOT A-2 FUTURE RESIDENCE .ir RCP. LOT A-1 130.02 SECTION A NTs ...EA- se i\A z ?„. ( S w IG I N .6, TURN WARNING ARROWS 0 MAIL BOXES 0 INSTALL INSTALL: • • PROPOSED 8" DIP WATER LINE D 2000 - 077 4000 S. 126- ST. B LOT 5 45.0 INSTALL SIGN-NO OUTLET (W14-2) 1,,RLIADMIZLIIJEZEisiEtiiimilav 50 LOT H-1 D 2000 039 LOT H 12" RCP TO BE INSTALLED IN DITCH UNDER NEW 20' WIDE DRIVEWAY WIDTH NOT TO EXCEED 20 MAXIMUM DRIVEWAYS ON THE NORTH PER CITY OF TUKWILA STANDARD DRAWING RS-8 SIDE OF S. 12e ST. PARCEL LOT 10 - PLAN 1854-13 \ 1 GARAGE LEFT 4, 4r,‘L-1416_ , SEWER CJO AND TEST TEES @ROW (TYP) FIRE HYdRANTCF*Istl) EROSION CONTROL COVER MEASURES TO FOLLOW KING COUNTY SURFACE WATER DESIGN MANUAL'S EROSION AND SEDIMENT CONTROL MEASURES SEEDING/LANDSCAPE MIXTURES PER D.4.2.4 AND INCLUDES HYDROSEEDING AND OTHER SEED MIXTURES SUCH AS LOW-GROWING TURF SEED MIX PER TABLE DA.D OF APPENDIX DATED, 91/98. FIGURE 5.11-A. TYPICat DOWNSPOUT INPILTIATION SYSTEM PLAN VEIN 2 000 -- D35 A KY51AR NC, 12VI-OrNe'r\JI" NTS , e tcrded 'Ap a ....frock maw cis. orfi,00lIe I. L*A 11/2-.1NK CB sump w/solid fo nfii6 ,-, -, 464 ' compacted bootra EXPIRED JUN I 2 Z001 RN PARNELL COMPANY CIVIL ENGINEERS - ENGINEERING MANAGEMENT 4422 - 187 PLACE SE, ISSAQUAH, WA 98027 PHONE: 425/643-3560 FAX: 4251641-5095 EINIMINEREgi POIRMNINglink„ cau.ep Rom . eart2Im‘ AVa7c7g SECTION A A CURB DETAIL I. CONCRETE SHALL RE CLASS B OR SEITIER new 5 I/2 300o PSL INSFEC71411=7 CONCREIE. AT LEAST 74 HOUR NOTICE DUST BE 3. ALL DRIVEWAY ANIIVDNS SHALL SE A BIN. a' THICK. 1747E 1 15'13/5 I/7 E(PANSION JOINT SHALL BE PLACED %. in,.SNAJ 77 war ovPorsoor PUNS AND SPOSFICADONS C. AN ASPHAIS APRON WY BE UM AR.EAS WHERE NO ORB EXLSTS. 7. ROAN& Of COSTING CONCRETE CU, GUTTER OR ...VALK SINAI, BE BY SAW CIO TO THE NED JO.. TERNATE RESIDENTIAL RIVEW 2, of 3 RS-8B ON LOT PLAN GARAGE 5 I834-B RIGHT IS2b-A LEFT 1828-8 RIGHT F 182S-A LEFT 1834-A RIGHT 10 1834-8 LEFT H-1 182S-A LEFT H-2 142043 RIGHT H-5 001NN-A LEFT H-4 POINN-f3 RIGHT A-1 DOINN-A LEFT A-2 1828-A LEFT LEGEND City of Tu,kwito_, INFILTRATION TRENCH CONSTRUCTION ENTRANCE SEDIMENT FENCE STOCKPILE PROTECTION CORRECTION LTR# DATE:II/Was " 50 LF MINIMUM 75 LF DESIRABLE Top of Curb at Driveway CONSTRUCTION ENTRANCE Dapal Wolk City standard omissions adopted stand for the eclogue' designer .da: drawing: WIG .ir (Sr lemRes 3/17/, I 5/10/200a ADDED LOTS 58,9 Final acceptan the Public Wor Date: G-2 00(0. –J 0 LU I C/) LU I- -J n g.rwed by the en is r sZ a b n i•7 - !' " de d gr ong authori of the ns, deletions or ils ..16111 void of r: utilities inspector By: URIC went and of Oilily he ace ,ngs