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HomeMy WebLinkAboutPermit 5783 - Mikami / Schofield - Grading / Fill BU1LDIP'G PERMIT (POST WITH INSPtc,TION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: 570 FEES DESCRIPTION AMOUNT RCPT 1 DATE - BUILDING PERMIT FEE 189.0Q 3450 It:rc,?-V) PLAN CHECK FEE 30,00 ARCHITECT Lance Mueller PHONE 325 -2553 ADDRESS 130 Lakeside, Seattle, WA BUILDING SURCHARGE 4.50 OCC. LOAD SQUARE 4- _FEET OCC. LOAD ENERGY SURCHARGE OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD OTHER: TOTAL - 223,50 . V ' !► ::•_ •G PROJF CI ItJf OFir,1A 1IONJ 1 16813 Southcenter Py 75,000 - 150,000 PROJECT NAME/TENANT Mi kamv. Schofield ASSESSOR ACCOUNT 262304- 9068 -09 TYPE OF 0 New Building U Addition U Tenant Improvement (commercial) Li Demolition (building) au Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Bring grade up to Southcenter Parkway. Level or higher (approximately 1 -7') for future retail buildings. PROPERTY OWNER Matt M. Mikami PHONE 575 -0819 ADDRESS 16813 Southcenter Parkway, Tukwila, WA ZIP 98188 CONTRACTOR Jack McCann Com aany PHONE 271 -0050 ADDRESS 17422 108th Avenue S.E. , Renton, WA ZIP 98055 WA. ST. CONTRACTOR'S LICENSE 0 JACKMCI123DL EXP. DATE 3 -13 -90 ARCHITECT Lance Mueller PHONE 325 -2553 ADDRESS 130 Lakeside, Seattle, WA ZIP 98122 USEi SETBACKS: N _ 8 — E — yy — CODE. (:Or.1pt IAr1c't. F�apq �. SQUARE FEET + OCC. LOAD . SQUARE FEET OCC. _LOAD SQUARE FEET OCC. LOAD SQUARE 4- _FEET OCC. LOAD SQUARE FIET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL _ TYPE OF CONSTRUCTION: UBC EDITION (year) 88 SETBACKS: N _ 8 — E — yy — FIRE PROTECTION: Sprinklers 0 Detectors ®N /AX7 UTILITY PERMITS REQUIRED Yes O N o (through Public works) ZONING: R -1 BAR /LAND USE CONDITIONSEyes go No CONDITIONS (other than those noted on or attached to • smith Ians): Comply with the requirements and con•itions o Pu• is or s et er •a e• Ic oser 1, •:•. 2 APPROVED FOR i / BUILDING ISSUANCE BY: ,4 / ' /,. / ■ ,`, ,y _ OFFICIAL DATE: Q�JJ Q -- - U r I hereby certify tha I have rea• and exam', :. this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: Cri .r►,�,A..,,Jfe / DATE: / 0 —.2-3 --te7 , PRINT NAME: / COMPANY: 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. CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: VW T{/n GRADING /FILL PERMIT APPLICATION TRACKING PLAN CHECK NUMBER c(4q aqs PROJECT NAME SITE ADDRESS rmu��fi 'Yr\w kaml 1 13 3 ouwAcenter �y SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. BUILDING - initial review PLANNING XS PUBLIC WORKS 0 OTHER ROUTED CONSULTANT: Date Sent Date Approved io -19-81 •t Ire • =TIP - •'N 1 '• Yee 0- INIT: /0 INIT SEPA CHECKLIST REQUIRED? (l j N RENCE FILE NOS.: D .� UTILITY PERMITS REQUIRED HAULING PERMIT REQUIRED? [l Yee f No f Yes DETERMINATION: "6 salad t- INIT: PUBLIC WORKS LETTER DATED: 1 BUILDING - final review REVIEW COMPLETED UBC EDITION (year): PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING �j . 3RD NOTIFICATION BY: (init.) t c GRADING /FILL PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 PLAN NUMBER CHECK 9-93 � THIS FORM IS TO BE USED IF GRADING/FILL IS NOT ALREADY INCLUDED AS PART OF A BUILDING PERMIT FEES (for staff use only) ENS 4" -t-rq . IT A iL■I: TTc riTioiri .00 =ASIC .PERMIT :.FEE PLAN CHECK FEE ;: 3c�. op UILDING SURCHARGE. • TREK:: ` : >? :.:: ,.TOTAL: - ,.. • SITE ADDRESS SUITE # //D '13 <<Uu7Hct-We./2- w1. i LJ'e -L4LA wA . PROJECT NAME/TENANT P.1 wrr M ► I(. 4\ ft CUT (YARDS) SC-14oF1lct..9 VALUE OF WORK - $ ASSESSOR ACCOUNT # 2‘,230y- 1'0 8 -oq FILL (YARDS) 9,a ©a DESCRIBE THE PURPOSE AND EXTENT OF FILL/GRADING: 16 Q1 µtGHCot- (GQIv, . 1— "7') SDurKcEI.J1L''11.... "P1c W �l . /Re'r . .L4. t- N C1 S . LlvozL O 2 U P -rb PO ,2 FuTu,2E PROPERTY OWNER H ATT M . M I ILA. r-►1 ADDRESS 16913 S0u-n+tc.-t. buy . S E". PHONE 57 - 0814 Ira ZIP '1S/88 CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE 3 25 2SS3 ADDRESS 10 ZIP cl F0 2L BUILDING OWNER SIGNATURE OR AUTHORIZED AGENT DATE 9-.2 7-S PRINT NAME _Be2-T N . SuabF1er-0 ADDRESS 4242 14-u►-►s T4NT .D. 'BELL .,1,ja. 18 C4 CONTACT PERSON �o13._12.T . SL-44.01e:LD PHONE 442--co-Wo CITY /ZIPVtE 9 soot/ PHONE 141v 2 —oil o APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION The valuation is for the work covered by this permit and must be filled in by the applicant. This figure is used for budget reporting purposes only and not to calculate your fees. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development at 433 -1849. DATE APPLICATION ACCEPTED 10- DATE APPLICATION EXPIRES 03130/8 SdaMITTAL CHEC GRADING /FILL/EXCAVATION. Completed grading/fill application Two (2) sets of plans, which include: • Site plan • Topography -both existing and proposed contours. • Temporary erosion control (if applicable) 0 Soils report stamped by a Washington State licensed engineer may be required (2 copies) Ira Environmental Review completed through Planning A separate utility permit application and plan submittal may be required depending upon scope of work ❑ A hauling permit may be required by Public Works. A separate application is required in addition to route map, $2,000 bond, certificate of insurance, and $25.00 permit fee. +,,kt::iiwi!+l (�5. iit X4..ISr,.'.. CITY OF TUKWILA Buildi.partment 6300 So enter Boulevard Tukwila, A 98188 (206) 431 -3670 INSPECTION RECORD PERMIT # 783 Date /9 - et, ' -mil' Type of Inspection C6-1.4 `// - - -- Site Address /6g/3 Requestor Date Wanted /D—e-j-4 o p.m. Project Sp C-Awk.14-♦_Ai..&,/7 T Phone # Special Instructions Inspection Results /Comments: Tncnnr +nr Hate /D �L-�/ CIVILUIRta FtNMI1 (POST WITH INSF ...;TION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development • Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 BUILDING PERMIT NO. 51%._ DATE ISSUED: 10' 0?3 -0 RES FEES DESCRIPTION AMOUNT RCPT a DATE BUILDING PERMIT FEE 189.00 30.00 ,3o5Q ZIP 98055 It:rS; -'j PLAN CHECK FEE PHONE 325 -2553 BUILDING SURCHARGE 4.50 SQUARE FEET OCC. LOAD _ ENERGY SURCHARGE OCC. LOMD SQUARE FEET OCC. LOAD SQUARE FEET OCC. TOAD _ OTHER: OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD , TOTAL - 223,50 \,/ PROJECT INFOFIMATION SUI M 16813 Southcenter Py VALU U PROJECT NAME/TENANT Mi kami Schofield ASSESSOR ACCOUNT Ile 2 TYPE OF ❑ New Building ■ Addition ■ Tenant Improvement (commercial) • Demolition (building) 75,000 - 150,0 • 9 Grading/Fill WORK: ❑ Rack Storage 0 Reroof 0 Remodel (residential) 0 Other' DESCRIBE WORK TO BE DONE: Bring grade up to Southcenter Parkway. Level or higher (approximately 1 -7') for future retail buildings. PROPERTY OWNER Matt M. Mikami _PHONE 575 -0819 ADDRESS Southcenter Parkway, Tukwila, WA ZIP 98188 CONTRACTOR Jack McCann Com•an PHONE 271 -0051 ADDRESS 17422 108th Avenue S.E. , Renton, WA ZIP 98055 WA. ST. CONTRACTOR'S LICENSE # JACKMC I 123DL EXP. DATE - - r •ARCHITECT Lance Mueller PHONE 325 -2553 ADDRESS 130 Lakeside, Seattle, WA ZIP 98122 0 TYPE OF CONSTRUCTION: UBC EDITION (year)88 SETBACKS: N _ S — E — W — FIRE PROTECTION' ❑Sprinklers 0 Detectors ®N /A CODE COMPLIANCE ZONING: R -1 BAR /LAND USE CONDITIONSoyes Go No PRINT NAME: - / CONDITIONS (other than those noted on or attached to ermit/ tans : USE. / / / 1 / SQUARE FEET OCC. LOAD _ SQUARE FEET OCC. LOMD SQUARE FEET OCC. LOAD SQUARE FEET OCC. TOAD _ SQUARE RAT OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD , TOTAL TYPE OF CONSTRUCTION: UBC EDITION (year)88 SETBACKS: N _ S — E — W — FIRE PROTECTION' ❑Sprinklers 0 Detectors ®N /A UTILITY PERMITS REQUIRED (through Yes [] N o =cow) ZONING: R -1 BAR /LAND USE CONDITIONSoyes Go No PRINT NAME: - / CONDITIONS (other than those noted on or attached to ermit/ tans : Public Works letter dated October 20, 1989. Com.l w'th the re.uirements and conditions of APPROVED FOR , BUILDING ISSUANCE BY: `` % , �:,,, OFFICIAL DATE: 0 •- - (� { I hereby certify tha I have rea' and exam , :,; this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. I am authorized to sign tor and obtain this building permit. SIGNATURE: G��c.�G1J. DATE: / 0 —1-3 17 PRINT NAME: - / COMPANY: 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 01180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. DATE ISTSUED: C aLliik rem` RITTEN11Otl - ZE411AN & ASSOC., INC. ____� ______ Gculeclnsical ; i/rlrngrulogicul Callsultuuts SOIL INTERPRETATION APPROX. GROUND SURFACE'ELEV. DEPTH N w w u... w 2 STATIC CONE PENETROMETER iE NUMBER P-6 PROJECT NAME lqm thce.ntor._ 1,440. w.6401 Retail . SLEEVE FRICTION TONS /SO. FT. 0.1 0.2 0.5 1 2 5 10 CONE PENETRATION RESISTANCE TON /SO. FT. 2 5 10 20 50 100 200 400 FRICTION RATIO 4 8 214 Very soft to soft organic CLAY and PEAT SAND Interbed Loose SAND and silty SAND Organics Becomes medium dense Probe refusal Probe completed 10/9/89 20 25 30 35 40 45 :1 11 12 E 13 1 1 1 LEGEND Sleeve Friction (kp /oma)10 e Cone Pressure (kg /cma) Depth (feet) Soil Classification TEST PIT LOGS Test Pit TP -1 1.0 Soft, moist, brown SILT, roots to 3 inches 2.5 Soft, wet, blue -gray SILT 3.5 Soft, wet, black PEAT 7.0 Soft, wet, blue SILT 8.0 Soft, wet black PEAT 8:5 Medium stiff, moist, mottled, brown -gray, sandy SILT Seepage at 3.5 feet Logs below 3.5 feet Caving below 6 feet W -6407 Test Pit TP.? 1.0 Loose, moist, brown, silty SAND (Topsoil), roots to 3 inches 1.0 1.5 Soft, moist, mottled, gray -brown SILT 1.5 - 9.5 Loose to medium dense, moist, gray, silty SAND 9.5 - 12.5 Soft, wet, brown, PEAT, some logs and wood Seepage at 10 feet No caving Test Pit TP -3 0.5 Loose, moist, brown, sandy SILT (Topsoil) 0.5 1.0 Loose to medium, dense, moist, mottled, gray- brown, silty SAND 1.0 2.0 Loose, wet, dark brown, organic SILT with roots and wood 2.0 '9.0 Medium dense, wet, gray, sandy SLIT Logs at 9 feet Test Pit TP -4 1.0 Loose, moist, brown, silty SAND (Topsoil) Loose to medium dense, moist, gray- brown, mottled, silty SAND 7.0 ; Medium dense, wet, blue, gravelly,. silty SAND, small cobbles to 6 -inch diameter 12.0 ; Medium dense to dense, wet, gray, silty SAND Roots to 3 feet Test Pit TP -5 • 5 ` Loose, moist, brown, silty SAND (Topsoil) .0 Medium dense, moist, gray - brown, mottled, silty SAND with gravel .0 4.0 Medium dense, wet, gray, mottled, gravelly silty SAND 9.0 Medium dense to dense, wet, gray, silty, sandy GRAVEL Peat interbed, north side of test pit, 11/3 feet thick Seepage at 6 feet Caving below 4 feet Test Pit TP -6 Loose, moist, brown, silty SAND, minor roots Loose to medium dense, wet, gray, sandy SIL Soft, wet, brown, PEAT .. Wood fragments Logs at 9 feet Seepage at 9 feet No caving October 19, 1989 Robert A. Schofield 4212 Huntspoint Road Bellevue, Wa. 98004 RE: Hauling Permit, Temporary Street Use Permit Comments on Grade and Fill Permit (Grade and Fill Permit Provided through Building Official) and Special Conditions for Pre - Development at 16813 Southcenter Parkway (Mikemi /Schofield) Dear Bob: The Public Works Department, has reviewed Plan Sheet #89343.00 - Sheet 1 of 1, with the attached RZA October 13, 1989 sub - surface exploration and geotechnical enginering study for the proposed Southcenter retail parcel, and ammendment dated (Schofield promised this report will be in 10 /20 /89-- without it and a proper assessment of this material, I do not know whether I'm in a position to recommend the grade and fill permit yet), for hauling permit purposes, and temporary erosiion controal facilities for recommendation of release of the grade and fill permit through the Building Official. The following recommendedations are requested conditions of the Pemit: CiAAN ILL 1. Developer shall provide correspondence commemorating WSDOT intent to release their storm drainage easement on the subject proper- (Specify name and telephone number of WSDOT contact). If WSDOT, upon further review, ,d61iy's he developer's quest for elimination of said MOT-easement, or imposes other requirements on the developer due to sn.id easement:, the developer shall comply and assumes full liability for con- sequences of future WSDOT requirements. The developer and owner save and hold the City harmless from any actions of WSDOT result- ing from this grade and fill operation. RZA rpr BITTEN. 1JSF,- ZIsAMAN & ASSOCIATES, INC. Geotechnical & Environmental Consultants 1400 14011: Avenue N. Is. Bellevue, Washington 98005 -4594 (206) 746- 8020 /FAX (206) 746 -6364 19 October 1989 Mr. R. H. Scofield 4212 Huntspoint Drive Bellevue, Washington 98004 Subject: Influence of Site Development on Adjacent Sewer Proposed South Center Retail Parcel Tukwilla, Washington Gentlemen: W -6407 This letter presents our opinion concerning the influence of the subject development upon existing utilities below South Center Parkway. This letter was requested by Mr. Robert Scofield during our 19 October 1989 telephone conversation. We have previously performed a Subsurface Exploration and Geotechnical Engineering Report for this parcel dated October 13 1989, project number W -6407. The proposed development property line is some 7 feet from the curb line of South Center Parkway. Beneath the South Center Parkway right -of -way, a sewer pipe is present at a depth of approximately 81/2 feet below the existing pavement surface and approximately 71/2 feet from the curbline. The proposed development would include the placement of up to 5 feet of fill on the subject site in order to raise grade to match those of the curb and sidewalks. The placement of structural fill for building and parking lot support may induce vertical stresses in the soft silt layer beneath the site and the sewer line. This very soft to medium stiff silt layer was encountered at a depth of approximately 15 feet below the existing ground surface on the site and extended to a depth of approximately 25 feet. Based on our analyses, we estimate that the settlement of the soft silts below the existing sewer line as a result of the additional fill placement would be less than approximately 1/2 inch. This estimate has not taken to account any preconsolidation of the soft silt layer as the result of the existing fill, pavement, and traffic loadings of South Center Parkway. This estimate also assumes a "worst case" condition for both site fill thickness, the insitu consistency of the soft silt and groundwater W -6407 Page 2 conditions. Therefore, we feel that our settlement estimate is conservative considering the actual subsurface conditions and loading conditions as proposed. It has been a pleasure to provide you with this additional information. We hope this information satisfies the needs of the City of Tukwilla and your present needs: If you have any questions or require further information, please do not hesitate to call at your earliest convenience. Respectfully submitted, RITTENHOUSE -ZEMAN & ASSOCIATES, INC .1•444,4 h M ' 4- Alb it /Wits k=4 r' � ~'� s "' '1 Kurt D. Merriman, P.E. '4.- 4 ' ti` Senior "' , .�' ernor Project Engineer `, �n,, ..., r� 1 Mr. Robert H. Schofield 4212 Hunts Point Road Bellevue, WA 98004 October 20, 1989. Mr. Jim Lutz District Utilities Engineer Washington State Dept. of Transportation District #1 13525 SE 30th P1. Bellevue, WA 98007 -6538 RE: My letter of September 27, 1989 Dear Mr. Lutz: The City of Tukwila, as a part of issuing my fill and grade permit for the property at 16813 South Center. Parkway in the above referenced letter, has asked for a letter stating our status. 1. I have given them a copy of my September 27, 1989 letter and told them we had a meeting. 2. The results of that meeting were: You would begin processing my requests. Based on the work we did on the adjoining land last year, and the fact that no water is now passing through culvert, you felt my request to be reasonable, and that subject to my buying out the easement, you felt the request would be granted. .If my request were for removal of the easement were not granted then I would meet the conditions. per our legal documents to the satisfaction of the State DOT.. Please let me know if the above does•not accurately reflect our work to date. Sincerely, Robert H. Schofield CC: Phil Fraser Senior Engineer City of Tukwila OCTOBER 2,;.'1989 AS A'' CONDITION "OF THE ISSUANCE OF THE GRADE AND FILL PERMIT 'FOR THE PROPERTY SHOWN BELOW I CERTIFY: I have read, understand, and agree to the provisions of the public Works letter to Robert Schofield, dated October 20, 1989. SUBJECT: Conditions on fill and Grade Permit, 16813 Southcenter Parkway, Tukwila, WA. Additionally, I understand that if a letter of credit or other instrument acceptable to the City of Tukwila, cannot be provided, that all permits will be revoked and the undersigned parties agree to full restore the site to its original condition; to wit: removal of all fill material, replacement of any erosion control devices and repair of any and all damages to public or adjoining private facilities. It is further agreed that the afore mentioned letter of credit must be presented within seventytwo (72) hours from the issuance of the permit. TT M. MIKAMT - /9Ij DATE ROBERT: H:,,. SCHOFIELD • DATE thig�i�y t;l L:) Illtaiy rubuc In and t r Stater f 1t; nthk,Rtnfl risidintt pt 1 c c 0 NMnp hlNe Wig Ir+ filp0 till,`, !"A (11+11:,,11 Mr. C inpiialai flOni l.h II:, On this day personally appeared before me Alt, /7 DI -A t l . SG(.l o r",e LA to me known to be the Individuat(s) described in and who executed the within and foregoing instrument, and acknowledged that he y Li signed the same as TN exit free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of L c ft. 136-7e , 19 1 its go"- %IN 1\ t A • 1: �• lhrin and for the Slate of w At so , Nt,; 0 A ‘f OWN r A 9F„', min ire 1 Mile liar frii. Wit i tkO1ldill 'aq PI. Co* Commluise Wins hb L tWI ar►.4 y �h��� WAS�,,,.. BUILDNG PERMIT INSPECTION RECORD CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 (Post with Building Permit in conspicuous place) SITE ADDRESS: 16813 Southcenter Py BUILDING PERMIT NO. J� DATE ISSUED: SUITE NO.: PROJECT:(Grading /Fil l ) Southcenter Retail II CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE APPROVED PROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 433 -1849 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Walt Nailing 433 -1849 1 5 Roof Sheathing Nailing 433 -1849 8 Masonry Chimney 433 -1849 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 11 12 13 14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 x 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. G. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. '. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other Inspections are complete. OTHER AGENCIES: ' Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. aixe/oo M ScHoRIELO Pr FERGUSON 8 SONS 120430 LEGAL DESCRIPTION That portion of the Northeast quarter of the Southwest quarter (hereinafter referred to as the subdivision) in Section 26, Township 23 North, Range 4 East, W.M., in King County, Washington, lying West of the County Road and described as follows: BEGINNING at a point on the West line of said subdivision 1,020 feet North of the Southwest corner thereof running; TIIENCE North along said West line 294.62 feet, more or less, to the Northwest corner of said subdivision; THENCE East along the North line of said subdivision to the intersection %sith the Nest line of said County Road; THENCE. South along said West line a distance of 294 62 feet, more or less, to the intersection with a line running East from the point of BEGINNING parallel to the South line of said subdivision; THENCE West on said parallel line to the POINT OF BEGINNING; EXCEPT portion thereof conveyed to the State of Washington for Primary State Illghtsay Nu I, under deed recorded under Auditor's file No. 5992105, lying Westerly of the West line of that property conveyed by the state of Washington by deed recorded under Recording No. 8505150265. ALSO EXCEPT the East 6 feet thereof for Southcentcr Parkway per deed filed in Volume 5083 of Deeds at page 553 1 1. I ) Etc i.," AW3 INV I$ (o (UER_IF`() III 1. MI�J 131,17 ti •S µlb. 3 f"I1 .4 . 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Pour) sues -Ace= = Zl.o' ( 1SQ-1-x 16o><i-) W1,11'le- 5tWFncr_ •LEU 15.2 6HM -4.- •LF CoFt•x l3uFf / L2v Ee ouTL.E( (.SE Dr`CAIL.� EMERL ,<, Z oU ttf -ELD (5£ D • It x,59 i -w- x 89J48.0W0 WYSE(2) ryO1 tiry r. ti J �r - -- B.tV ItO.la tia STA LECIPZ 2o EKISTSMCB Go,arou f . '* X'V 'ExtSr11�1(Z Pori iDE'* - P20poSCD CD►.rrou . PPoPo,F -t7 SpoT G -2ADF- - GR.ApE. f3>Z�AK ------- PRoPcE.D Fb3ILt31).Ld PAD --► -• PRoPcsOD DtUeestOJ.l D1TcW 2.0 Wit-% TTY Mt:$ 1�1(� SCAIt,a_ ' EROSION /SEDIMENTATION CONTROL NOTES 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS DESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED ON THE FIELD AND OBSERVED DURING CONSTRUCTION. 2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL ERO- SION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SAT- ISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ONSITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALT. BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE. PERMITTEE SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CON- TROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILT- ATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACIL- 11I65, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RE- CEIVING DRAINAGE SYSTEM. 4. APPROVAL OF THIS PLAN 15 FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS OR RETENTION FACILITIES. 5. ANY DISTURBED AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLI- CABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED OUTSIDE THE SPE- CIFIED TIME PERIOD WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, MEETING, OR OTHER TREATMENT APPROVED BY THE DEPARTMENT. 6. ALL EROSION /SEDIMENTATION CONTROL PONDS WITH A DEAD STORAGE DEPTH EXCEEDING 6 INCHES MUST HAVE A FENCE WITH A MINIMUM HEIGHT OF 3 FEET. CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING. 2. INSTALL CONSTRUCTION ENTRANCE. 3. FLAG CLEARING LIMIT. 4, PLACE STRAW BALE DAM IN EXISTING DITCH. 5. INSTALL FILTER FENCE AND DIVERSION DITCHES. 6. CONSTRUCT NORTH EROSION CONTROL DITCH /POND WITH PERFORATED RISER. 7. CLEAR AND GRUB SITE. 8. REMOVE UNSUITABLE MATERIAL. 9. GRADE TO SUBGRADE MAINTAIN EROSION /SEDIMENTATION CONTROL MEASURES DURING ALL GRADING. 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DISL °PSPa{ LCo - L•S.$271 EL.F V 22.42 " C(oLr- SURvFcY> RECEIVED CITY OF TUKWILA OCT 0 II 19" pf j1MIT Minn DRAWN BY CHECKED BY �JE GRAg_S DE R-0.11:, FQOM IhIFOfZMATIot -( oHDlu►.( 01-4 CoLE 1 ASSoCIATI`s SUIRum-Li DI \1TcD OGr, \`i -(2S Amp ADDITtO•-cP.L- INFO?4 .Tlog Ffzo1.A1 N--114-1 f eTF.QSoKL CR.W. HurF(o.) ocTJ I9e2 A1aO gte.MAEs- P(BM c LJPCK M`cP•wi LD, lac" -SAPTE 6Ablf: . 118/ - cater CRACTrss'L FI eLP VER -IFY ALL_ I►.LF02MAT(DLi 5 2 b cohis e-ocli 1YS\ , IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT GRAPHIC SCALE 20 10 20 40 e0 SCALE 1"=20' DATE 10/02/8 (IN FEET ) 1 Inch 20 ft. 89343.00