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Permit B92-0312 - JOHNSON RESIDENCE - SINGLE FAMILY RESIDENCE DEMOLITION
N5o �,� ������ � City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B92 -0312 Type: B -DEMO Category: RES Address: 10428 47 AV S Location: Parcel #: 547680 -0290 Wetlands: Water Dist: N/A Units: 000 Contractor License No: TENANT JOHNSON TERRANCE , A... 6723 BEACON )1 6723 OWNER JOHNSON TERR `A 6723 BEACON AV S, SEATTLE ******************,*'**** * *` * *. * * ** * *i * * * * * * * * * * * * * * * * ** Permit Description: Valuation 5,000.00 DEMO OLD : RESIDENCE DemolitionFee:. 3(1.00`. Investigation Fee: .00 Cash `Bond:. -. : Total Permit Fee: ::` 30.00 Bond Number;....NA * ** * * * * * .* * * ** ***'************ ************ * * * * * * * * * * * * * *` * * * *;r: *' * * * * * ** Permit Center Authorize• Signature DEMOLITION PERMIT I hereby' certify that hay.e read ,and examined'this permit and know the same to true and correct: ;= All ;p`rov`i,s`ions of law and ordinances governing J.his 'work will . be complied with whet.h.er specified herein:' or not The granting ' o.f : .::this, permit does not presume to give authority tov or cancel 4'the prisi.ons of any other , state , or 1"ocal laws regulating tion construc o o'v r' the performanc,of w,rk. I ;am authorized to sign for an obtain thisbuilding permit. Signature: Slopes: X Sewer Dist: N/A Buildings: 001 WA 98108' WA.:98108 Print Name: „e; Title: Status: ISSUED Issued: 09/08/1992 Expires: 03/07/1993 Phone: (206)723 -4125 Phone: (206)723 -4125 (206) 431 -3670 This permit shall b'e'come,., null and void iff`�Ithe work is4�."no,t'' commenced within 180 days from the date::of issuance, or} work is,;. °suspended or abandoned for a period of ,1, 80d,ays.... from the_last spection. PERMIT NO. CONTACTED q , 0 �/ Q Ylc2 �- DATE READY DATE NOTIFIED GJ BY: di /IL__ (init.) BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION AMOUNT OWING 3RD NOTIFICATION BY: (intt.) ..�. - EUILDINctPERMIT APPLICATION TRACKING PROJECT NAME PLAN CHECK '\ MBER SITE ADDRESS SUITE NO. �a —��a -- ---.- Wr INSTRUCTIONS TO STAFF O 4 i frU • 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 ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) FLO SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. BUILDING - initial review O FIRE O PLANNING 0 PUBLIC WORKS O OTHER O BUILDING - final review "' /A REVIEW COMPLETED INIT: INIT) INI INIT: 9 • 2 P INIT (ROUTED) TYPE OF CONSTRUCTION: UiiR:EM REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- PUBLIC WORKS LETTER DATED: Ao ✓AGO'NT 77, "'O CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: fl Sprinklers ( ) Detectors ( ) N/A FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: BAR/LAND USE CONDITIONS? (Yes No UTILITY PERMITS REQUIRED? ( i.)'Yes C 1 No A 2,vee,A .vATF.em/ cv- ,EARiA14 YVORX 1 UBC EDITION (year): w- TOTAL OCC LOAD 08/17 SITE ADDRESS SUITE # V VALUE OF CONSTRUCTION - $ PROJECT NAM EVANT A .k. '1 I ' , . g 01 6 o ASSESSOR ACCOUNT # _ , (commercial) e molition (building) DESCRIB WORK T I D �� u srvolar CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 �1 a (;U (i. PLAN CHECK NUMBER BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON DATE APPLICATION ACCEPTED BUILDING PERMIT APPLICATION : DESCRIP.TION BUILDING PERMIT FEE: '<! PLAN CHECK'FEE'> BUI LDING SURGFIARGE " OTHER TOTAL AMOUNT :; RCPT:.# DATE 0 DATE APPLICATION EXPIRES 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 Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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 ap;ication 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 limitations. 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 Building Division at 431 -3670. 03/i6/91 COMMERCIAL "•••:. ••••"'":' NEW COMMERCIAL13U 1?11■197/ADDITION Completod building permit application (one for each structure) Assessor Account Number Two tetS42)Of the following „, ................................................................ Specifications Structural calculations stamped by a Washington State license engineer • ....................................................................................................... §olia:.toritirtatainPacl•by'aWahingtOrt:State,liCenaad,:eniiineetz,i:: Energy calculations : tahtp00:0Y:a•WashingtOkState'IiCena . engineer or architect 1 I •••••• • Legal descripton Working drawings,: stamped by a Washington State licensed architect, which include: : • .:••• Architectural drawings ..: . , ,..Structural 'drawings : •••:'•!:MeOlianicat drawings Elevations Civil drawings Landscape plan • Comple diiiitY'Perinit*00.4tioo Six (6) sets of civil drawings •:••••,..•:.•••••: .• . . NOTE See ut i l ity permit application and chec • • • Completed building permit application Assessor Account Number wo 2) sets of plans, which includ ” :•• • . • _ ..,•••••„.....,:::::-...•••"' ti re 60.:::••••[..:".••••••••••••••1j1 :O illP,..!':':':.' :: .•:•' ' :ni•:::Ol:.1::ii: •::• . ': : • •• : • : : :: : :: ::•'''' ' ' . :t I0•• •" ; an ,.„.„.......:::......',..;:::::::.::.:4,..1....?...:.::::.,..::tr l . 11:::..i::::::...1,:::,..,..;........,••••••••6 gPc!......11r !:•1 1 ;::': 7 :..:,:....:.......,•........,.......,;:•EExnitidii°:i01!r',....:'9, f•••:,,:•:'::::'•4-17!):.'r••77••'•'";:;•::::::';'''''''''::::thq:!:•••••:!.4'...":i.•:":''''''.'•':e'•'...:'6nd,.-, . • •• •.• • • ...,, ....• oime • floor 7....„..::::::::::....?.• ...):•:::,,,lit„.w• ,...,:::,::::,...;-:.:,.........:•:,..:::::::•;6:.:licpri.....•••••• .....,, .. ,•:::•:,.:•:::•:.:.;....:::::•••:•:.!•:::•:::::::::::,.:.:.•:.„ :.••:•...::•: 6flo.....:,..•....„::ii.........::::,ii::::::•:•:•i: (heig w s!f....,..:::::::.,"::::::. • - :::.•::::••'• • • ..•••:••••••• .............. •:,•.P.:.•••.::•••:;::.:•„:',....•••":;::::::::::Of••:r....•••:.;:•.':•:::•.J.::::::•:,..::::::::::•iit1)7....Fa"':''..::,•:,,..•::•:%:••••:. I •••:::eklis s:"!! !. . i .::;:: 1• :••••••:: . •••••:••,71iiieO.,..!.?:::::•::::::::."'::::ilii••:::Pd:6'it•.:::::::•••:'::::::,•i::,.:1.;.!••••il:D•'•':''.... • .. ::•••••:::'::::.••••:.ihliii,Pcin plf!"......,::: . .....,',..:1::::iit.71npo..i?,/!1. :-. - • .: . ." . :. . ......,::::::::::::..,....:...:,..:•::::::::::::„,:.:..,....:::•,,.................... , ,:•.?,jciTE.ii.,Kiy••••.::•::.;.• . ••:•'•6•!'.••••::.:::.::::::•,•'i: • . .. ,•:.,::...„,...:.,,...,::••••.... RESIDENTIA a nd ts ??!.... : ,............... rai cal k.stpra .,... , a Structu r El enginee ........... N PW:;PINP 1 E - FAI'4 1 !•-•.Y . :lPWPt- 1 1` 1 4 1 APPITIP.t1§•:•::::.:.:-.. - • Completed building permit application (one for each structure . ... .. ....': '4::::::::::.;!:•:::::::•,.:;,...:::'.i:::,:.::::::::.:.::::::.::.:.:::::.::::.:::''.:::::.::::....::'......;:•::::.;:',..:::.......•::::::::::::::.:::::::::::::•.,:•:::::.::::::•:,.....i...-' - • • - •-• • • ••••",.. '. • -.•'.."......:::...;:::: . :.::.:;:;i': • -. ..:::•.........,,:„.................,...,.............,,,,::::::::::::::: . .. . .,.....,....................„.....,.•„,...,„.,..„........................ • ....:......:::„.„.,.:...:..,.• Assessor Account NOnibei 1 set •:(0)....0f*PriSi9ci s which include . 7 0 ' ::::-.•:::::.:-..:: :'''iii,i.i eosii•eihidrantf loCatICM .■.:Iii. rii46:;777::...(..P.n p la n i '' ,ist,tiviltfing showing Feundatien d u.......!?... abi .....,.... Flooi an agtti'o, aatiiti):,':::::::::: Roof plan •,.' BUilding:•• s-istiption•: • :•• stitict(0.,:liPliiP, !•,., • ...: ... ,, . •••"::::,"•••••!•-:::••••:':.'''"::::::•::.:lle:'•:;•::••' 1:::'•-•-":•••■'..C•i'cla...4.ii:;'•:•••••'.. ::::•..f.":!,.11,..,!,::.....•••••::•:::::::•„.:.:1...::6::'::::::••••••••••••• :•••••''''ti•Ciliiii••••••;::::::•.::. : '6 01(..t•iiiil. •.1,i..!j.t...0.9................................................:: • Six (6) sets of site plans showing utilities bin ‘... SUB6TTAL CHECKLIST ... ... . . COMMERCIAL:TENANT) 114pF19) Completed building permit ilprilicatici619644::i6t;a6 Assessor Accoun 8Voi):p Two sets of El She plan • iocation of tenant space • Existing and proposod parking • Landscape plan (if applicable, 10 ,change 00a6f.toca Use of iadjaCeni (common Overall dimensions of building :Overall' building :Plan, .• • .: tion • • i:; • Tenant l . . . pl ' .o , . deta r iStPCiUl.::9i i :::'!.e1!6sP:EW94;:te;n;::nisrt ::. fabell : E ed : xit doo : e xi stin g wal •. : ..f.„••••.,.......,•:.:::,:::::..;:: . : Constructio : ......,,, .. ........ • •.:•!?..:)... Floo ......:•,-4oin .",:ifitliie.i... :. .„.„..,.. ...: C ross : , cal s s e ' . r Sec s ections '. , ()e r 6 o . r e: ' sho s9 91. i i a p n and 0 ' . 41 c eiling i h . u dl e ' c i a *o a9 o : m : .. : • : ' c.. F . • : ci,:.-; app licatio n .• .... ; .; ••.:';',•••••:•t4ct1 .. ,, :::•....•:: : .::::•. : •:, •:,... ••••.....: 0,,,,iii••:wfirn7q:)t........ir.te:•..doiine:.- a 0.12.s?..,!),...:.......•:•::::::::;:::1 NOTIf.ii art.. ; , ...:, .., ... ‘.,. e b... e . re t 6 . . . i3;: str done 1 1! .. .. . ;. 0 0 z , it, , separate a r a t State t a l iii I 6 e P perm ! • 6 7 e i :'....'.: .: '•....,.:'!paie...Cii?■..ii.,:l02s7!)T1.....;:::::.::::„•::.:::•::::::::::::::::::•::::•••:::::::::';'::::.':••• . . ,:.....:::•::••• ..:. I F I. ER • ; Assessor s ri ; a : ? 1 • • s° v s : ........r...... Account • ‘• 6 7' . s ; 0 7 1 .? ? ri i ri t • - : g N.nu e .: 70 1j . s : !iii permit ;1 p I . : t ; :::! .::!.e:..--..:ri::Pf. ::P: 6Ciar:::::: Y' r9 ..,.;::::N•6ff°07;E the P material being installed : •••• , ...:....::...;.. , .for..4; r9qi iii . 6 5 / p .r■or . . ... , Accoun P1 Two (2) sets of working drawings, whit • Building RF.t Floor Structural framing i plan 'pnrl ;. sec :0 „it r NOTE If any utility work Is to be done provide utili and plans must bo submitted REFIOOFS ] Completed building permit application (one fc A ssessor material being Installe lore. NOTE ;•e. r i A deft/fla 1 ter s re r to final Ii aft of the . . .. • • • sc,.;:: "••••• • ""• ""--"•••• •": •• ANTENNAJSATELtJTE DISHES As sessorAcdount:Num5or ... Site Plan (showing building and location of antennalaatellste dis , :o • iiii 1 WaiitEinhii/ 6 iiielliiii'liii6ti:iinc(ii..fe • thddifsttantrnprit . ::: , - Structiiiiii•dalCiotion'*iaini44 • :••••ii:Wiiioningp0::Btackti#i:in0 ..• • .. may be required • • " • structure . I::HEREBY CERTIFY TH T I HAVE` READ.': IS A( PICA'TIQ.N U`ICHOW'$ IE 7"i7„ . ;AND : CpRRECT _Contact Person •ri n. 1: M Address: Applicant /Authorized Agent Signature: CMAtI i v S `is./ Print Name: `7 Crc ( 6-- ( Date: ` �) C(� Phone: 5S3 ",, 9/ CO Accepted: .g, 3 l _ q Date Application Expires: P = hone: Date Application or lon # 7 C( . 0 C ( 8 PROJE INFQRMATIO Pro•ert Owner: Street Address: En Street Address: Contractor: Street Address: PERMITS :. 5? WATER<MET ::.:............:....::...::.. :::REFUND /BILLI BILLINGS <TO ❑ Water bESCRIPTIb.N: C ❑ Multiple - Family Dwelling No. of Units: >'MISCELLANEO INF_ORMATIO RECEIVED City of Tu ... vila CITY OF TUK`,NI AN 1 19 Central Permit System - Engineering Division ' 6300 Southcenter Blvd., Suite #100, Tukwift014198E86ER UTILITY PERMIT APPLICATION Phone: (206) 433 -0179 Site Address: gI7p"Yi I(�f w l�c� 7✓�! Name of Project: - So 1/1A Ci t GpfbGlCI_ 6 Gib(/' /0 1a 6 A v Al r Phone No.: (do(n 7 3 ,50 Cit /State21 0 a3 ('c/Cc-'v\ . L C ( M c. r �i .(t , 4 (� Nk d ohm° ani rd • - uty 6 D(it 6 4 s (,t/''' King Cty Assessor Acct #: Contractor's License #: Exp. Date: ❑ Channelization /Striping /Signing ❑ ❑ Curb Cut/Access /Sidewalk ❑ ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ ❑ Flood Zone Control n ❑ ❑ Hauling ,J,yrt.4 Land Altering ubic y s t Ak2D ❑ Landscape Irrigation L 0 ) ❑ Moving an Oversized Load C / c't" -e," rp.;rb. ❑ Est. start/end times* Date: Sche le: ❑ Sanitary Side Sewer - No.: FL Other: Name: Street Address: Name: Street Address: ❑ Sewer ❑ Metro ❑ Standby El Single - Family Residential iJ E ❑ Hotel ❑ Motel ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ CommerciaVIndustrial ❑ Office ❑ Retail El New Building Square Footage: King County Assessor's valuation of existing structures: $ ❑ Remodel/ Addition ❑ Apartments ❑ Condominiums ❑ Church ❑ Hospital 'c/7 fife Lt)a CMOS Phone No.: ( anp ,) 02,.$T o? 0:c City /State/Zip: t U(((' f L Phone No.: City / State/Zip: Sewer Main Extension ❑ Private ❑ Public Storm Drainage Street Use Water Main Extension ❑Private ❑ Public Water Meter / Exempt: - No.: — Sizes' Deduct ❑ Water Only ❑ Water Meter / Permanent - No • — Sizes• Water Meter / Temporary: - No.: — Sizes' Estimated quantity: Phone No.: City /State/Zip: Phone No.: City /State/Zip: tP.Other: f •5fy.47p(Gi 0 School /College /University ❑ Other: Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ 04/22/92 SUBMITTAL CHEL'KGI T All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection • Identify public right -of -way and any easements • Use standard 24' x 36' sheets for all site plans CURB CUT /ACCESS /SIDEWALK / CHANNELIZATION /STRIPING /SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope and runoff direction O Size of curb cuts / locations O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts O 20' of paving on all gravel driveways connecting to paved roads FIRE LOOP /HYDRANT O Type of pipe / hydrant O Size of pipe /location O Location and type of all valves O Type of bedding and backfill material / percent compaction O Distance from structures, storm and sewer facilities O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Rood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, CUT AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan with temporary and permanent measures HAULING O Quantities of materials to be hauled to and/or from site O Copy of Certificate of Insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve • O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter and meter box 0 Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill material / percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map O Dimensions (L X W X H) of overall load SANITARY SI . SEWER O Type of pipe - concrete, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection point(s) to existing system O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill material /percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe/length of run O Connection point(s) to existing system O Location of cleanouts and manholes O Type of bedding and backfill material /percent compaction STORM DRAINAGE (include existing topography and proposed grading and surfacing) O Type of pipe — concrete, ADS, etc. O Size of pipe / location O Percent of slope on pipe / length of run O Location of all structures O Square footage of area to be drained, including roof area O Type of bedding and backfill material / percent compaction O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic control/detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe — copper, PVC, etc. O Size of pipe / location O Hydrant types and locations O Valve types and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system/tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter, service and meter box O Site address WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter and meter box O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule rr A er t e ' u • is or s ' epartment as comp ete' t e r review an • e a ans are approve •, t e app scant w • : nob re by letter concerning the necessary permits and requirements; pn approved set of plans will accompany the letter. If the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. 'Iv Permits Date Routed to PWD Date Plans Approved Permit Number Approved Plan /Letter Date issued 0124 Channelization / Striping / Signing 2- Curb Cut / Access / Sidewalk Fire Loop / Hydrant Flood Zone Control Hauling X Land Altering " — 4,2 Landscape irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage Water Main Extension (private) Water Main Extension (public) Water Meter (exempt) Size . _ No. 0 Deduct O Water only Water Meter (permanent) Size No. Water Meter (temporary) Size No. Other: Other: Date Plans R colved . Type of Review Date Routed to PWD Date Plans Approved Date Resub. Requested Comments i f 9 2- 0124 9-a- - g 2- Plan Check No. a —ooh Project Name JO knG %1� \/ _ Site Address ()• , (a Lti ) s Suite No. OUTING PERMITS REQUIRED CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT City of Tuk( 1 Public Works Department 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: (206) 433 -0179 UTILITY PROJECT TRACKING CHECKLIST * ** *fir; * *. **,* * * ** * *,iAA* * ** hit,*.**:****** h** ** * * * * * * " * " * * *k * *k * * * * **r4e* • qt,? ° O F :T .WA •T AN S .,. • * * * * *` *' * *'*r' rat*,*k*.*** e d4�r**"* A**:**. * * *' * * * *. * * *'* *. * * **k * *.:F : : TRANSMIT" Number i :9200094.8 'AmaUnt n , .i.5 ..00 0.9/0"8/92 .1.5 a 00 • . Permit:;Nad, , ,: :P.W92 .Type: r PW. `LA 1 AL:_'T.ER::[.NG PERMIT: • Par•ael ",.,Na ;:54 80 t e:;Addr essa .:10.42 4 7 AV S Loca.t.i.ary,: LOTS' E &', F" Payment Mhod:"CHECI( N.o,tat"i on: 'JOHNSON, TE,RR•Y In° ithii h; ** *A*A* *•.( *�rf44,** A ** *' **'**.*A **A *A** ** A * *** * * *s4, * ,ktk ** *' *AA * *** :' Account` :Coda' Description n Paid 000: 00 . , S U 1 L D es " ING - .NONREr %15. 00 • 1 ..Tota:1 :(T.h'ia `Payment): 1.5 '00 Total F:444 a 1 5..00 T. 0:a7 Hl1 ra,ym nts.: 15".:00 0 al a rise a' '; 00; op. Po yr.y r. +w "GENERA 15.00 GENERA 702.50 ;:GENERA .: 4.50 :GENERA TOTAL . 752.00 > : CHECK '.751.50 ,"CASH 0.5Q.`. CHANGE :' 0'.:00 3233A000 16:11 tymertt );p. 30.00 30.00: moo R• ww. ww wr wr ^rr Iw _ r •.• T r .n •M ** ;%.*** ****k * *h**k* kph** ttk k**** *k*************** TRANSMIT'. • k* kk****** 04*** kv******* *kkk,�k�4�t•�tk ****k** ***** ** 4- i( *kkkk,k*****4,**** TRANSMIT Number, •92000347 Amount:. 30.00. 09/08/92' 15:3.0: Pei ^mit No •B92.0312: TYP c B -DEMO ' `, DEMOLITION PERMIT 'P arc . No: 547'SQ0 =0230 SiteAdt ress`: '10428 47 ;AV; 8 payment CHECK Notat•iari ''JOHNSON TLRR,ANC riiit: ,DLM *14,. *hkkkiF*ie **** /c** ,i. *kkk **hh•fr *It *** *** : **'*4 4.khk *fir Accaitrit:.Code p cript;ion Paid • 000/322.100 BUILDING •-; RES .: 30.00. CITY ','OF ':TUK.WILA +: WA. Address: 10428 47 AV S Tenant: JOHNSON TERRANCE A Type: B -DEMO Parcel #:. 547680.0290 ** * *• * * * ***'k * * *'** ** *k* ** k * * * * ** *'k* * * * ** k * **•k** * * * *•k *** ** k* k* k ** * * ** *** * ** k k* Permit Conditions: 1. DEMOLITION ACTIVITY, ASIDE FROM CLEARING APPROVED UNDER PERMIT .PW92- 0246,,SHALL BE LIMITED TO WITHIN 10 FEET OF THE BUILDING EXTERIOR. • No changes w i l l be madtAwit' plans un,1.e s, approved by the t. Architect and the y T u rw v ' B.u:i"l d'1 n g i i v fet4h, All:.permits, insp OA Tail records, an, approve' 14.1�a s shall be maintained avaHa x.1a at�, Mel J , si prior to th`e�,s art of any construed*: Tines' .cu i nts ;are to /Nina .d available "1 f4 n' nspection approval _Is gr ed .''t$ y h , • :Val idit ti `. ,� ergi t �. , ,The � ssu `be cif to perm d °, , ap ro ,,,„,, plans, �1 ? f,7�ta i.o� s a.nd comp,��u , } a ions shell, 1, , n ot be c, on } � strued 1-.m a' e� p mltolfor, o r« °Aan, p.roval of :any v� a',r�, of any the provis o ,�g� is cote or of any' s. or ~din •e ,ot the urisd1 t,. .. No ,permit presumi g to ;give auth.' t r viol,' to or,bance•p the'''�provisions of 0)15°' .ode s h a t • eve d .,.-,. CITY OF TUKWILA Permit No: 892 -0312 Status: ISSUED Applied: 09/02/1992 Issued: 09 /08/1992 r ro ect: _,/�^ c. Type of I spebtion: / , �.- A ddress' '6•5‘,? X • V 7 40.. S v Date Call :.. - - Special instructions: /j 7 7 t� / /itl.S r A 4 / , J a A ! / r,‘"--..".:::-.. ea T �(l .�+I I 1 Date Wanted: 02 •07 6. - i_3 a pm. p Requests V( G r--....‘ Phone t�10.: +� � ?() — 8V ''INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Inspect r :_ Approved per applicab des. ID—Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relhspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection „f •roect: - 01'lr6on -r`� At`1C. ype o ns ... Ion: l FIfIU+.� Address: ! o W� � E\V Date Called: Special Instructions: PW Ci a" b LA Date Wanted: am . p.m.. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tir Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit 0 Corrections required prior to approval. Date: 690 031Q (206) 431 -3670 PERMIT NO. $30.00 REIN PECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspection. City of Tukwila Department of Public Works M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DIVISION DATE: SEPTEMBER 4, 1992 SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS Johnson Piggyback S.P. (Demolition) 10428 47th Avenue South Project No. P92 -0048 Activity No. PW92 -0246 Contact Person: Terrance Johnson Telephone No.: (206) 553 -5576 John W Rants, Mayor Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMIT IS AVAILABLE FOR ISSUANCE ACCORDING TO THE SITE PLAN APPROVED ON SEPTEMBER 4, 1992: Land Altering $ 15.00 The Developer is referred to other City agencies, including the Fire Department and Building and Planning Divisions, for other requirements which may affect the commencement of this work. A copy of the confirmed Utility Permit Application Form and two (2) sets of site plans have been inserted into the permit file. JP /cd Permit fee cf: City Utilities Inspector (w /copy of plans /application) Development file (w /copy of application) CD.D18.JOHNSOPB.UPA 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington, 98188 a Phone: (206) 433.0179 • Fax 1206) 4313665 Jul 08, 1993 TERRANCE JOHNSON 6723 .BEACON AVENUE SOUTH SEATTLE, WA 98108 City of Tukwila Department of Community Development John W. Rants, Mayor Rick Beeler, Director Dear Permit Holder: Our records indicate that on Aug 25, 1993 one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number 139203,12 Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Aug 25, 1993. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit please call the Tukwila Building Divison at 431-3670. Sincerely, Denise Millard. Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 40 (206) 431-3670 • Fax. (206) 431366.5 Feb 18, 1993 TERRANCE'JOHNSON 6721BEACON AVENUE SOUTH SEATTLE, WA 98108 Dear Permit Holder.: City of Tukwila Department of Community Development Our records indicate that on Mar 07, 1993 one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B92-0312. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Mar 07, 1993. If you have any questions or need further information to obtain an extension on your permit please call the Tukwila Building Divison at 431- 367.0. Denise Millard Permit Coordinator Department of Community Development. Tukwila, Washington 98188 • ( 206) 4313670 Fax (206)431 6300 Southcenter Boulevard, Suite #100 John W. Rants, Mayor Rick Beeler, Director T lydrAKY 12' CULVEP --T, 3o LF 1211~ 8•F"VGa) •fEr PCRAR CONSTRtJC ENTRANCE SEE DET 47 t F - 8•rviceas'.. IL 1 • T: GRA — ROAD 80.37 8838'i - E EXIST. HOUSE uJ 1 i— d C Z U STAPLES OR WIRE RINGS (TYPICAL) U. r EX. 18" CMP 1 EX. CB FILTER FABRIC MATERIAL MIRAFI 100 X OR EQUAL — FILTER FABR 2 - X2 - X14 GA 12' • -' I 1/2' ROCK OR PEA 22.01.F SILT 'r I•dC>E, 15 DRAINAGE eF,e. CF TXeI t_ I t.a„/ EASEMENT IC MATERIAL W.W.F. WASHED GRAVEL EX IST. 4WALE. EXIST. S• CHAIN LINK .: CE 104.00 ELEVAT 6 - X6' TRENCH 4 NTS SILT FENCE DETAIL r 6' WOOD x e ' S 88 37 30• E w M 8 ��" z CLFII!, .a L -I f ITT,'J' V .9.49 81x•38' :T E V 3 nur=nrrr MIMS 11111•111 ■ur ■.n �i�r - i: 111111•11•111 , 2•X4` DOUGLAS FIR AT 4 OC ------2 GA WELDED WIRE FABRIC OR EQUAL �<ff t M.. . 10.3! 310.44 NOTES: I. PLACE I' OF 3/4' - 11/2' WASHED ROCK OR PEA GRAVEL ON BOTHgSIDES OF THE FENCE TO CREATE A BEVEL SHAPE. 2. FABRIC SHALL COVEF BOTTOM OF 6'X6' TRENCH AND EXTEND BEYOND THE LIMITS OF THE GRAVEL IN ORDER TO I9AINT.:N AN EXCESS OVERLAP OF 2' MINIMUM AS SHOWN. ') 3 '�D . ` . t J 10 DRAINAGEn' '.' EASEMENT 4'x6' QUARRY SPALLS I. AGGREGATE: BALLAST WASH. DOT STANDARD SPEC. 9- 03.9(1) 2. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE Al INCHES THICK. IT MUST EXTEND THE FULL WIDTH OF THE V AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE (50) FEET. 3. WASHING: IF CONDITIONS ON SITE ARE SUCH THAT MOST OF NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE OR TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC R WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SET REMOVE ANY SEDIMENT. A WASH RACK MAY ALSO BE USED TO MORE CONVENIENT AND EFFECTIVE. ELEVA ,,ANT PLAN (8" NIN.) __1 *. „"�v�5 .��i! SCALE: r - 30' 30 END TEMPORARY GRAVEL CONSTRUCTION ENTRANCE D E T. A I L 'A' T__ DATUM PER EXISTING SEWER - METRO- 77 -240. LID 6661. EX. MOW ENT NEW MONU'ENT EX. UTLITY POLE EX. WATER METER 0 ' ” STOP SIGN "PRIVATE STRFFT' SIGN ND PARKING' SIGN EAST SIX (6) ICLE INGRESS ;I' LEAST FIFTY HE MUD IS EL THEN THE D. WASH ING AREA TO AKE WASHING 4. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLE RED OF ALL VEGETATION. ROOTS AND OTHER OBJECTIONABLE MATERIAL. E GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRA NAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONS UCTED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 5. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A DITION WHICH PREVENTS MAYREQUIREAPERIIODIIC TOPWDRESSIiNGOWITHPTWO- INCHGSTONL:ISACONDITIONS DEMAND. AND REPAIR AND\OR CLEANOUT OF ANY STRUCTURES- SED TO TRAP VEHICLES ROADWAY MATERIALS INTO MUST t 60 EXIST. SAN. SEWER EXIST. CB EXIST. CB TO BE REMOVED NEW FIRE HYDRANT +r©M 3 c rE 'rr'✓B.�P it I I I -�-- .5 O Yo 1 1/ I • i • 1 • • �-- � w <_ CzV4 APPROVED+PERRUEILIG WORKS EFTTAlet - / eE'R, -4A40 s Sec river C - C INTERCEPTOR DITCH SEC. A-A NTS 5or719tir 01. PVA/o .5=0 OS pz 4.71 'r^ ci Y � ,i r •F�i � - L � of e � f 4 •+ ( � �:l Jr .. CFA,. ; ., j ,r1 �' i �7, + � . }i f `s? ,e. . >h :r •� � 1 � . CK R 7 :_ '' ,�. �' YA ' .'''''' 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RECORDED UNDER AUDITOR'S FILE NO. 870724853) NOTE: ALL SURVEYING PROVIDED BY SCF-IROETER SURVEYING DEVELOPER: TERRANCE JOHNSON P.O. BOX 451 SEATTLE WASHINGTON 981 I I (206) 553 -5576 E. • 12 • f li yy 3 0 L r yet RECEIVED CITY OF TiJKWILA Atiti 3 3 1992 PERMIT CENTER SHEET NO. OF 170 160 150 180 -0.02 40' VC .. r_ 6 WET g 6 CB t5. E -15 TYPE 1 1.0 .35 (8" IN) .00 (I2`) EXISTING GRADE o.o3 MEET *2 E- 16148 CB *6. TYP. I c? an Mil E °161.2(6 8`) E a 160.9 t '') PLAT ROAD OFLE SCAL E 0 I•t ° 30 v: r - 5' 1 O r. CB G E o i 0 20 LE- CMP 49 0.01 CB *L TYPE I GE - 156.00± E - 153.63 10LF- :`•'CMP TYPE 54" D A RESTRICTO GE - 1 �3± OE ° 7.43 E - 15.5 (6'M E - 15 .0 (L2 N '_ E • 15 .83 (IT • >s 36' 9�I) I 0 4 J 0 DETENT a3 *3 TYPE N. 48 DIA. - 16 4.0i E - 157.5 (6' STUB I IE- 158.2(6" IN) IE - 154.44 (36' OU N PIPE PROEM. SCALE H: - 30' V : - 5' < 9 J ; t) ` ` / ELM #4. YPE I e - - - --» -. _ Q4/ E - 1168. ro MP a 0.013 70 24" PAVEMENT a. 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III! II I! IIIII' : 1111 11111111 .1Jl!!hU hill !!!I!! III! !IIIIIIIIIlIIE1.lJIJIJU.1IIIII! IIII!l i !1!111 Dill! IIii? I! II! lIIII1III I�!I ►LI!il!1I11 )lilll!!!! 1l! Il i!! 1111 ∎ III! ! II!I I 4.` 0 c f 0 0 EXIST. DITCH-*--- ITCH - E - /6L5•_ 160 150 - 50LF -12 e 0.09 SCALE H r - 30' V: - 5' 0I f-• a CV (Ci Cr) S 0 N • 7th AVE. SOU PROFLE -- 77 LF - 12 " CB *2 wT GE - 158.3. OE - 157.43 E -157.5 (6" IN) E - 157.0 (IT IN) E - 153.83. (IT OUT. RP RAP HEADWALL. TYP SEE DETAL SHT 3/4 E - i57`p• • - --... . G - IE - 8.35(8`IN) E- 8.02 (IT nj E- I8.0(12"OUT) ESTRICTOR 36 `V) CB *1 TYPE I GE - 155.501 E - 153.63 (IT IN) E - 152.3 (12' OUT) EX. CB GE - 152.9 E ° 150.9 U E - 148.6 (E) E - 147.5 (Wi SCALE r- 30' V:r - 5' 0 8 1t&ET # I 161.0 1.58 .55 STA. O ♦34 IPROFILE RECEIVED CITY OF TUKWILA AUti '1 19a PERMIT CENIIR RECEIVED AUG 1 4 1992 COMivIUNITY DEVELOPMENT PROJECT NO. 92-;530 SHEET NO. OF 4 . .. rwtrrr wi�AW��rw o i AMMO UMW UMIII ;.1■ ■ MOM MUM ■M• UMUN■■ ■■■■■■l ■■ ■■■■RIR$■U■S■■U* ■■ -ANIM ■ ■IM■■■ ■sit■■■■■■ INIMM.■■■ I ■I _U ii■ ■ UP Imo mom IMO w MOO W OO III ■I■ ■. � . PROJECT N EIR 92 -330 SI EET 11.143ER 1. APPROVAL OF THIS EROSION SEDIMENTATION CONTROL PLAN(ESC) DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS,PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADE OF THESE ESC FACILITIES' IS THE RESPONSIBILITY OF THE APPLICANT /CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN 5. 6. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) (KCRS 7.090). 8. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS.(KCC 9.04.090 B2). THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. (KCC 9.04.090 82). ANY AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN(15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE PER MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN.ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO' THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.(RCW 46.61.655). 12. DURING THE PERIOD FROM NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAT 12 HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SODDING OR PLASTIC COVERING. 13. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION /DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED,FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE. (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 0 /AC.) GRADING SPECIFICATIONS '- • 3. AREAS TO RECEIVE FILL SHALL BE PROOF ROLLED. ALL LOOSE OR SOFT AREAS SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL. 5 . 6. 8. 9. SITE SOILS ARE CONSIDERED MOISTURE SENSITIVE AND ARE SUSCEPTIBLE TO DISTURBANCE BY CONSTRUCTION EQUIPMENT, PARTICULARLY DURING WET WEATHER. THE GRADING CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO LIMIT SURFACE DISTURBANCE AND TO PROTECT THE SITE GRADING AREA FROM EXCESSIVE EROSION. EROSION /SEDIMENTATION CONTROL NOTES SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION.; DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS WILL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT /CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN. CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT, ENTER THE DRAINAGE SYSTEM OR VIOLATE THE APPLICABLE WATER STANDARDS. (KCC 9.04.020 AA, KCRS • 7.09 D) 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DELETERIOUS MATERIAL. 4. ALL FILL MATERIALS SHALL BE FREE OF VEGETATION AND DELETERIOUS MATERIAL AND SHALL NOT CONTAIN ROCKS GREATER THAN SIX INCHES IN DIAMETER. STRUCTURAL FILLS SHALL BE PLACED IN EIGHT- TO TEN -INCH THICK LOOSE HORIZONTAL LIFTS AND SPREAD UNIFORMLY. AFTER EACH LIFT HAS BEEN PLACED AND SPREAD EVENLY, IT SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY BY MODIFIED PROCTOR TEST (ASTM D- 1557 -70), STRUCTURAL FILL AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% MAXIMUM DENSITY BY s: MODIFIED PROCTOR, UNLESS OTHERWISE SPECIFIED IN WRITING BY A GEOTECHNICAL ENGINEER. 7. THE SURFACE OF ALL SLOPES SHALL BE COMPACTED. THIS MAY BE ACCOMPLISHED BY OVER - BUILDING THE SLOPES, THEN CUTTING BACK TO FINAL GRADES, OR BY RUNNING THE COMPACTOR OVER THE SLOPE AS EACH FILL LIFT IS BEING PLACED. ALL SLOPES SHALL BE • COMPACTED BY THE END OF EACH WORKING DAY. FIELD DENSITY TESTS SHALL BE MADE BY A QUALIFIED SOILS ENGINEER,. THE FILL AT A LOCATION AND FREQUENCY DETERMINED BY THE SOILS ENGINEER. WHEN THE SOIL TESTS INDICATE TPAT THE DENSITY OF ANY LAYER OF FILL OR ANY PORTION THEREOF IS BELOW THE SPECIFIED DENSITY, THE PARTICULAR SECTION SHALL BE REWORKED UNTIL THE REQUIRED DENSITY HAS BEEN OBTAINED. PUBLIC STREETS SHALL BE KEPT CLEAR OF DIRT AND DEBRIS DURING GRADING OPERATIONS. GENERAL PLAN NOTES ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KING COUNTY CODE (KCC), ROAD STANDARDS KCRS), ANO THE COUNCIL'S CONDITION'S OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER OR THE DEVELOPER'S ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2. ACCORDING TO THE KING COUNTY BALD ENGINEERING REVIEW CHECKLIST, SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE COUNTY REVIEWER. ANY.VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING AND DRAINAGE PLAN DOES NOT CONSTITUTE APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DIVISION'S DEVELOPMENT INSPECTION UNIT, THE DEVELOPER AND THE DEVELOPER'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED BY KING COUNTY CODE(SECTION 12.88); NORMALLY THIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE PERMITTEE'S/ CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN ROAD RIGHTS -OF --WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE DIVISION'S DEVELOPMENT UNIT THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED BY THE DIVISION. 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN THE RIGHT - OF -WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION B1 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO A DENSITY OF 95 %. 12. ALL ROADWAY SUBGRAOE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. WSDOT 2 -06.3. 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE DIVISION AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(8)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE HEALTH AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF THE WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELLED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07.23 - TRAFFIC CONTROL, SHALL APPLY. 5 I, 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE DIVISION PRIOR TO THE PRECONSTRUCTION MEETING (KCC 9.04.100.D) • 3. STEEL PIPE AND APPURTENANCES SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT 01 OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). .n 4. ALI DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVEL ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS(KCRS 7.03). 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 41,46,47 OR 46, WHICH INCLUDES THE STAMPING " OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY "(KCRS 7.07) 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT -OF WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVE WAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL BE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES(KCRS 7.03(J)). 7. ROC'. FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS:4"-8"/40%- 70 %PASSING; 2 " -4" ROCK/30%-40% PASSING;AND -2" ROCK /10% -20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51. 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A) EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE DOWNSPOUT DRAINS, FOOTING DRAINS, DRIVEWAYS, YARD DRAINS AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE A FREE FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TOO AN APPROVED OUTFALL LOCATION. 0) OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT HIGH, 2 "X4" STAKE MARKED "STORM" OR : "DRAIN ". THE STUB - OUT SHALL EXTEND ABOVE THE SURFACE LEVEL, BE VISIBLE.AND BE SECURED TO THE STAKE. C) l PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04 AND, IF NONMETALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. 0) DRAINAGE EASEMENTS ARE REQUIRED FOR A DRAINAGE SYSTEM DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS, E) THE DEVELOPER AND /OR CONTRACTOR IS /ARE RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES(E.G. POWER, GAS, TELEPHONE, TELEVISION.) F) •;s ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7- 02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. DRAINAGE PLAN NOTES d e 63 ee LZ 9Z SZ *iZ £Z I I ll�Jl�llli Illl 01 llll�lllljli11�1111 1!1�II!lI 1111�1!!1`I16?lllJaw - > - t - .:. ✓!: F r �} . {� . 1`. 1 1 1 1 1 1 i l l ' 1 1 1 1 1 1 1 1 1 1 1 j 1 1 1 j i i 1 1 I l l l 1 1 1 1 1 1 1 1 1 1 1 1 l l 1 1 1 i 1 1 1 1 ; I . I I ; f • r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / 1 1 1 9 1 1 1 1 1 1 1 1 1 . ' `11111111111111/111 111110,+,1 11111111111 ;111111 ll,i,l,l}Ittlililli' 11 iI 0 1$ THS INCH 1 2 3 4 5 6 7 8 9 NOS,,,: tF the microfilmed document is less clear than this . notice, it is due to the quality of the 9riginul document. {' J '.•.. t :... .:' „• a .,. ,: `z, %��+ r•. 11I11i ,111 1 O 11 MADE w JERM'N' 12 S ZZ 1'L 0? 61 81 LI 9t 91 4 71 el el U 01 6 8 ,' ? 5 b e Z l N" 0 I it 11 111111111l1IliiI1 111111111111111111111111f1111, 111111111111111111 IliIIMI111111!II 1 ry. • STRUCTURE NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE DIVISION PRIOR TO CONSTRUCTION. (KCC 16.04, 16.70, 14.20, KCRS 6.04). 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE TO KCRS DRAWINGS 019, 20 AND 21. BUILDING SETBACKS AND NATIVE GROWTH PROTECTION EASEMENTS 1. " STRUCTURES, GRADING, FILL AND OBSTRUCTIONS (TN <;, UDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, G«: .:' •/ERHANGS BEYOND 18 INCHES) ARE PROHIBITED BEYOND TH::: NILDING SETBACK LINE, AND WITHIN 25/100 YEAR FLOOD PLAINS : APPLICABLE), WITHIN THE NATIVE GROWTH PROTECTION EASEMEN', AS SHOWN. 2. DEDICATION OF A NATIVE GROWTH PROTECTION EASEMENT (NGPE) CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AN AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE NGPE IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE EASEMENT THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE EASEMENT. THE VEGETATION REMOVED OR DAMAGED WITHOUT THE EXPRESS PERMISSION IN WRITING FROM KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION OR ITS SUCCESSOR AGENCY. 3. BEFORE BEGINNING, AND DURING THE COURSE OF ANY CLEARING, GRADING, BUILDING CONSTRUCTION OF OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE NGPE, THE COMMON BOUNDARY BETWEEN THE EASEMENT AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE FENCED OR OTHERWISE MARKED TO THE SATISFACTION OF KING COUNTY." 4. "ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, DRIVEWAY AND YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS SHALL BE CONNECTED TO THE APPROVED PERMANENT DRAINAGE SYSTEM, INFILTRATION SYSTEM OR OUTLET AS SHOWN ON THE APPROVED DESIGN ON FILE WITH KING COUNTY BALD OR PUBLIC WORKS DEPARTMENT. THIS PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION. ALL CONNECTIONS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL." 5. "ADEQUATE EROSION CONTROL MEASURES MUST BE PROVIDED FOR ANY PRESENT /FUTURE DEVELOPMENT TO PROTECT ADJACENT PROPERTIES AND /OR DRAINAGE FACILITIES. FAILURE TO DO SO MAY RESULT IN CITATION UNDER KING COUNTY CODE SECTION 9.04.130 HAZARDS." 6. ALL LOTS ADJOINING AN AREA OR HAVING AREA WITH A NGPE RESTRICTION SHALL BE PROVIDED WITH AN ACCEPTABLE BOUNDARY DELINEATION BETWEEN THE LOT OR PORTIONS OF THE LOT AND THE AREA RESTRICTED WITH THE NGPE. SAID BOUNDARY DELINEATION SHALL BE IN PLACE PRIOR TO ANY GRADING OR CLEARING OF THE SUBDIVISION AND REMAIN IN PLACE UNTIL A DWELLING IS CONSTRUCTED ON THS' Or AND OWNERSHIP TRANSFERRED TO THE FIRST OWNER- OCCUPANT. 7. EROSION AND SEDIMENT CONTROL (ESC) FACILITIES MUST BE PROVIDED TO ENSURE SEDIMENT-LADEN WATER DOES NOT LEAVE THE SUBJECT SITE OR ENTER THE NATURAL DRAINAGE SYSTEMS. THESE FACILITIES MUST BE. INSTALLED PRIOR TO CLEARING AND BUILDING CONSTRUCTION AND MUST BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETE OR UNTIL THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 4 RECEIVED CITY OF TUKWILA AUG 3 1 1992 PERMIT CENTER RECEIVED AUG 1 'OR COMMUN DEVEL Fnd conc. mr,n w/broas pin in woe 4/23/92 5' offset north N 88'27'39" W fnd con,7.. mon w/ punt-h 5/1/92 top = 160.4 20' 1 20' Co wet me Fnd punch in N'iy rim SSMH 4/23/92 :n N of N o t \w1ter met /r ty\ 1 i f ! � I ! IC I\ \ I \I . / C': 5 chain link fence 104.00 t7 N N • I «5 9 ' Parcel N N- P. I r• v 7,966 sq. ft. \ I \ oo ---.I U b set hub - no \. j N 104.00 ._16.4 9- __.. -..._ ` �. ' r _ a °_- -- -a.r ? 1 1 pig 162.3. ` V 163.5 165.3_ _ - o \ -\ • So. Victor St. LEGAL DESCRIPTION THE NORTH HALF OF TRACT 30 AND ALL OF TRACT 31, MERRICK'S ACRE TRACT'S DIVISION NO.2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED R! VOLUME 12 OF PLATS, PAGE 47, iN KING COUNTY. WASHINGTON. (ALSO KNOWN AS TRACTS A AND B OF LOT LINE ADDJUST LENT NO 685070, RECORDED UNDER AUDITOR'S FiLE NO. 8707241153) .. S 8 8'38'14" [ / a ' 1 ._. —.- �.-. ; �_ � 165.8 ,x ,6 8 9 to O • r i / P _ _ — 'L�~��- Tv ::::--4.,,,.,..„..„------..,........:::.._—_-. ,E A�:D l UT ��•- 1 ! 17 1 ,45.3 �: 3 , 1 I 1 4.00 - i ( \,�•� • 3 �� —� -\ j , I I X to bo \ basement it 10428 v. north 30 th line of l \ ,� ` .: :_.,: L9 ed --/ d, r = v / L. r: 2.1 -\ tai Parcel F l � 7,966 sq. Ft. SOUTH IMF- OF THE NORTH HALF OF TRACT 30 S 88'27'25" E 238.51' E - W centerline Sec. 3 -'23 -4 N. 4 N W r� r 0 z tack (typ) tci I 6' wood fence 1611 Parc :el B 0 7,825 sq. ft 39.49 I U ) ca R = 25.00 5 • S 88'38'57" c: .40.74, r3";itanaTi:;" {r. w.. II I� ��Ii J�IIfIJI1III II IJi iIiIIIf IIIJIIIIIILIII r> 0 t INCH 1 3 L 20.15 '\ ? ��9 ' t- 3w , 'v:XsAtdaYs.'.>a'sSY�rnne...- I �8 y 0 i PRO,JF CT JO. 92023 TOPOGRAPHIC SURVEY FOR Fnd brow pin in conc. O in cool 4/23/92_ - ' Fnd b g pin In conc. 17 case 4/23/92. NOTE: �I! IIIIIIIII�IIIILIIIIfi�ill� , iII. I� Elit 4 5 _ 6 7 NOTE: If the microfilmed document is less clear than this notice, it is clue to the quality of the •riginai document. - • Parice( E • 1 \ \ C \ • ' \ \. , 7,$41 Ft. i �`° \ �N I / _� I � , 96.31 IP Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic distance measuring device, supplemented by a steel tape. CONTOURS AS SHOW.' HAVE BEEN INTERPOLATED BETWEEN SPOT ELEVATIONS, ACTUAL GROUND SURFACE MAY VARY. - set robot w /cop (typ) S 88'37'30' E \ �� \ \ . . \ \ \ \ \ 1 1 \ i \ • ' ran r i 9,48 sq. Ft. �\ i 1 ! \\ \ 1 '\ I I ' w1 I \ r \, \ \ \ \ r ` ) \\ i7i. fi „ • lz t 16Y ) \ � _ \ 168.0 i/ i S 88'38'15" E: I I \. 3° I r - -.- -- + 2:i' S • I i ! 1 l/ `e existing 11 I /Par el ID / .s� 1. 9,04 sq, Ft, L ai t �181. 181.9 14" 12' rnaplc�s , 181.9 rebar w /cap #23604 O.6' E. of 5' high N/S wood fence 1ERRENCE JOHNSON P.O. BOX 481 SEATTLE, WASHINGTON 98111 Schroeter Surveying PROFE.:SSIONAI.. LAND SURVEYORS j _ P.J. Box 813, Seahurst, Washington 98063 (206) 242 -6621 FAX (206) 243-9679 IIi�_!II IIIiI IIIIIIIIIIIIIIIIIIII IIIII IIiIIII 9 10 11 MADE R, °EReu►ir 1 0� hz e� �z 9z Y *�z C zz �r OZ st O �� of s� �� e� z� 41 Ol s 9 c I 9 s s z t "iW 0 IIIIIIIII!IIIIIIIIII IIII IIIIIIIII! IIIIIIIIIIIIIIIII! IIIIIIIIiIIIIiIIIiilll�l�illi1111 IIIIIL!Illlllllii!illlllll!11 III! iIl! I111ifililU�Jliill! liilll! Illilll! iII11111Iillllllillil!, I.iIIIII!IIIIIIIIIIIIII!IIIiI!i IIIIi!li!I11,111 , III) I IJIII IIIi! I! LII! I! IIIiIilII1 11 IIIIIiIIIIIiIIIIIII !11111IIIIIIIIIIII Elevation dotun per existing sanitary sewer - METRO- Pion no. 77-240, LID 66661 RECEIVED _ i CITY OF TUKWILA MAY .6 9992 PERMITCENTER I ;DATE 4/20/92 DWG BY- .. JOB # SHT_, _? ._ OF_? . - I