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Permit B96-0120 - TUKWILA ELEMENTARY SCHOOL - PORTABLE 1
City of Tukwila i. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0120 Status: ISSUED Type: B -BLDG Issued: 06/14/1996 Category: SCH Expires: 12/11/1996 Address: 5939 5 149 ST Location: Parcel #: 359700 -0120 Zoning: R1.72 Type Const: V -1HR Gas /E1ec: Wetlands: Water: N/A Sewer: N/A Contractor License No.: ROBBICH169NQ Type of Occupancy: SCHOOL Slopes: Y TENANT TUKWILA ELEM. - PORTABLE #1 5939 5 149 ST, TUKWILA, ..:.WA....98188 OWNER 5 CENTRAL 'SCHOOL DIST ..406 . 4640 S 144TH ST, SEATTLE WA 981 68 CONTACT BILL SLAYBAUGH Phone: 206 454 -9703 10900 N..E`';..4TH,STREET #1110,';;BELLEVUE, WA 98004 CONTRACTOR ROBBINS &'CO Phone: 206 244 -1023 818. SW 142 :;ST, SEATTLE, WA 98166 •k *'k•k*'k***** 'c *- kkil k*:' k**** k. k*** kk''*k* k*kk kk" kk' k** k* ***kk.ttkk*•k•*k ****** ** *** ** ** Permit Descr i "ption: RELOCA`TERTABLE #1 FROM'SHOWALTER MIDDLE SCHOOL TO , =TUt WILA.. ELEMENTARY.: Units: '001 Buildings: 001... Fire Protection: DETECTORS .: UBC Ed;'i ":t i or1: 1994' SETBACKS .0 Back: 0 Right: *** *"k4* ** *. **4 *:4"• *****k**k*k kk *k *,k Valuation: 57,250.00 Total Permit Fee:, 4.50 k *•k* k`k** k ***** * k* k*******•k**** **•****•k" *•k* Lo-A4-61(/ Permit k..enter .Authorized SignaE. ire Date I hereby 'certify, ` that I have read and examined this permit and now the same to be`true and correct. All provisions of law and ordinances governing thi work will be complied with, whether- specified herein or not The granting of tills permit does not presume to give authority to violate or cancel the',prov is ions of any other state or local, laws regulating construction or•''the performance of work. I am authorized to sign for and obtain this b ing permit. Title 6.461: t4 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. • CJ C1 1 Y OF TUt:,W1LA Permit No: B96-0120 Address: 5939 S 149 'ST Suite: tenant: 1LJ W1LA ELEM. - PORTABLE 1 Status: ISSUED Tape: B -BLOC Applied: 05/03/1996 Parcel #: 359700 -0120 Issued: 06/ 14r 1996 4 .} 4 - 4 :4 4 4 •4 4 4 4 '4 •4 - 4 4 4 . 4 '4 4 - 4 '4 . 4441 '0 '4 :4 4 4 4 4. 4 4 '4 4 4 '4 '4 4 4* '4 '4 .4 '4 .4 •4 4 .4 -4 4 '4 4 4 Mir - 4 '4 - 4 4 4 4 .4 4 4 4 4. 4 4 4 4 4 4 Permit Conditions: 1. Temporary erosion control measures shall be implemented as the f i r s t order of bus i nes.s. .to prevent sedimentation off- site or into existing - stw rn drainage 'facilities.. ?. The site shall ha:.r.e`,uernh neat 'erosion control measures in place as soon as .,puss i b 1 e .. at tet° final grading has. been completed and prior to the Final -lnspection. 3. No changes.,3411 be made: to the plans. unless. approved by the A rchitect. : :(5r Engineer and the 1ukwi1a Building Division. 4. All permits, inspection ,record S, and appro +:ed plans s h a l l be a.ailabIe at, the rite prior to the start of any con- ;tructia�n. These document ' a r e to be maintained a n t i avai i - ab l e , .u;lt i 1 f i n a l i nspect i approval is granted. 5 Flumbinq permit;'.hal1 be' obtained through the Seattle-King County E)e`piar;tment: of., Publ is Hetialth. Plumbing w i l l be inspected by that agency, including all gas piping (296.4.4X22)...; 6. E 1'eCtr i ca l Der mi' s dia l l be` obtained through the Washington, State Division of Labcu and 1ndus,tr•ies and all electrical wor'I; w.i 1 1 ::be in..pe': Ceti by' ,that ageni: r t_4 3 -6630) . 7. A i,;1 mec.hanir:a l wort; .:.ha l i be under separate permit issued the, City o .1ui:w -i I,a. 8. A Ll.conwtruct'rnn Ito .be. done in conformance With approved p c ans and requirements .of the In i,form B.0 i i d i h9 Code (1994 Edition) as amended, Uniform i ).ode +:1994 Edition, and. :Was.hington, State Energy Code, ( 1994 Edition) . ! ?. 4lal`z.dity..uf,;Fermit. The issuance of a permit or appr:ivtia1 er pltanSi specifications., ant1 con)Outations :'ha.11 not be 66n7 strued. to be a permit for, or ar) approval of,; any violation of any of the prove ions. of the bui itiing code or of any. other ordinance, of the . iurisdiction. No permit presuming to gi:e authority to violate or cancel the provi!.itlns of this code shall valid. 10. Notify the 'City of Tulcwila,BUi,lding„Divis. ion prior to placing any concrete. This prodedure is in addition to any requirements. fors, special inspection. 11. l here shall ±lie no Occupancy of the bu i 1d ing.(t) until the final inspection has. been .connpleted b the Tukwila Building Inspector. t'tf ' �f1' .4. ; y.: i�2i E T(ti �.Y+1.� iif).r}i +�.� {�� 'DATE';tIN ':�7' T� ,,, "PP ; 4 " - 'u'•j. :L� . i . iY.ti'l MENTS ' '' .t. ", "REQ UIREMENTS / COM f ',� ;, Jf Y ;Y 'Plan Review Meeting 5-3-9to SiD -c(6 ` I NIT: V BUILDING - initial review �`` SS `� �� 3ONSULTANT: Date Sent - Date Approved - 3RD NOTIFICATION ria.f ;Y 5 -c7 TOUTED) S , 0 �, 'IREPROTECTION: 0 Sprinklers Detectors p WA DATED: yi V9 /, INSPECTOR: cr, I NIT: IRE DEPT. LETTER WLANNING 45, "74,f ,f, ZONING: PAR /LANDUSECONDITIONS? fYes 0 N nEFERENCE FILE NOS.: I NIT: WINIMUMSETBACKS: N- S- E- W- TA PUBLIC WORKS 5 "/IM - i t, 67 UTILITY PERMITSREQUIRED? Q Yes ❑ No I' UBLICWORKSLEfTERDATED: 6/06 '1 1.-`.tQ 4G • • 0-- V,i✓ � 0-ii -ii li V-pi mid �Y) TYPEO V � - �- '- I- R ,�?-:- CERT.OFOCCUPANCY? ° Yes No -qt 0 . 44,4? UBC EDITION (year): I ( i 4 . BUILDING - final f review -IZ -� �' S NIT: 7 6 1 (WI 3/40 , BUILDING OFFICIAL /`, I INIT: AMOUNT OWING: ' 1 . G0 l � �J CONTACTED (� �(_.� L( QG i`Q DATE NOTIFIED �-,`C l� ` vgy; (init.) 2nd NOTIFICATION BY (init.) 3RD NOTIFICATION BY (init.) PLAN CHECK NUMBER hg co- oizc Building Permit Application Tracking INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. REVIEW COMPLETED CITY OF TUKWILA Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 PROJECT NAME TO K wi to.. El Pm. PPIrTubl:Q, SITE ADDRESS NO. 5°1'59 5 I � <h � 02/15/96 SITE ADDRESS SUITE # 5939 SO. 149TH STREET, TUKWILA, WA VALUE OF CONSTRUCTION - $ 57,250 PROJECT NAME/TENANT TUKWILA - PORTABLE #1 ASSESSOR ACCOUNT # 6001 * on - - 638 - .. 5 Oc- Q i ate (commercial) • Demolition (building) ) Other RORTABLE BUIL - IN TYPE OF O New Building 0 Addition O Tenant Improvemen WORK: O Rack Storage O Reroof O Remodel (residential) DESCRIBE WORK TO BE DONE: RELOCATE PORTABLE #1 FROM SHOWALTER MIDDLE SCHOOL TO TUKWILA ELEMENTARY. BUILDING USE (office, warehouse, etc.) CLASSROOM NATURE OF BUSINESS: SCHOOL WILL THERE BE A CHANGE IN USE? fxD No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 1972 SF Tenant Space: NA Area of Construction: 5000 SF WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? .X; No a Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ;. Sprinklers k(X Automatic Fire Alarm System DESCRIPTION AMOUN RCPT #f DATE BUILDING PERMIT FEE PLAN CHECK FEE12sSA Abloom q • BUILDING SURCHARGE OTHER: TOTAL - 4 , ,500 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER BUILDIN PERMIT APPLICATION PROPERTY OWNER — SOUTI�_ CENTRAL SC.HQQL_DI IRI-CL ADDRESS 4640 SO. 144TH STREET, TUKWILA WA CONTRACTOR ADDRESS WA. ST. CONTRACTOR'S LICE # ARCHITECT ADDRESS PHONE 901 - 8000 JPHONE IZIP EXP. DATE PHONE ; ZIP 98168_ (ZIP I HEREBY CERTIFY THAT I BE TRUE AND CORRECT, SIGNAT !PRIN NAME BILL SLAYBAU:H BUILDING OWNER OR AUTHORIZED AGENT ADDRESS 10900 NE 4TH STREET, STE. 1110 CONTACT PERSON BILL SLAYBAUGH - HEERY READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO AM AUTHO IZE/ TO AMPLY FOR THIS PERMIT. DATE 6 6 3 (2 (PHONE 464-97D3- CITY/ZIP BELLEVUE /98004 PHONE 454 -9703 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 lee 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 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 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. DATE APPLICATION ACCEPTED 6 3-cAio DATE APPLICATION EXPIRES 1 (1/22, J:! 'OMMERCIAL 'JEW COMMERCIAL BUILDINGS /ADDITIONS Tea, sets (2) el the following: • Specifications J Structural calculations stamped by a Washington State licensed engineer • Soils report stamped by a Washington State licensed engineer J Topographical survey J Energy calculations stamped by a Washington State licensed engineer or architect - Legal description 7 Working drawings, stamped by a Washington State licensed - architect, which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil drawings • Landscape plan Completed utility permit application (one for entire project) Six (6) sets of civil drawings TE: Sep utii'y permit application and checklist is specific unlit, r�.rrigs' rem:•.nts. STORAGE ' Completed buildinc permit application Assessor Account !:umber Two (2) set; of plans, which include: Euilding floor pian showeig: • Entire space where racks will be located • Exit doom • Dimensions of all aisles T enant space floor plan showing rack storage layout, aisles and exits. NOTE: include dimensions of racks (height, width and length), aisles and exit ways on pan. . Structural calculations stamped by a Washington State licensed — engineer (rack storage E' and over). RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS'ADDITIONS Completed building permit application (one for each structure) Legal description Assessor Account Number Two sets (2) of working drawings, which include: 1 SUBMITTAL CHECKLIST • Site plan —lo- (On plan, show closest hyorant location. • Foundation plan Include access to building, showing • Floor plan width and length of access.) • Roof plan • Building elevations (all views) • Building cross - section • Structural framing plans Washington State Energy Code data 1 • Completed utility permit application J Six (6) sets of site plans showing utilities NOTE: Building site plan and utility site plan may be combined. See utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may be required if unique site conditions. COMMERCIAL TENANT IMPROVEMENTS Completed building permit application (one for each:structure or 'tenant) Assessor Account Number Two (2' sets of construction plans, which include: Site plan • Location of tenant space • Existing and proposed parking • Landscape plan (if applicable, i.e., change of use) 71 Overall building plan • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square footage 7 Floor plan of proposed tenant space . • Tenant space plan with use of each room labelled. • Exit doors, egress patterns. • New walls, existing wall, and walls to be demolished. I I Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE: If any utility work is to be done, submit separate utility permit application and plans. REROOF Construction details • Cross sections showing wall construction and method of attachment for floor and ceiling. Complete:: t:uild;r, permit applcation (one for each s..,.,...rc Assessor Account Number Narrative oescrib:4 existing rco, material being removed, ant — material being instalied. NOTE: A certification letter is required prior to final r.7spection and sign- al` of tns permit. ANTENNA'SA T ELLITE DISHES Completed building permit application Assessor Account Number Two (2) sets of plans, which include: • Site Plan (showing building and location of antenna/satellite dish) • Details antenna /satellite dish and method of attachment Structural calculations stamped by a Washington State licensed — engineer may be required RESIDENTIAL REMODELS Completed building permit application (one for each structure) • Assessor Account Number i Two (2) sets of working drawings, which include: • Site plan • Foundation plan • Floor plan • Root plan • Building elevations (all views) • Building cross - section • Structural framing plans NOTE: If any utility work is to be done provide utility permit application and plans must be submitted. REROOFS L Completed building permit application (one for each structure) f Assessor Account Number i'i Narrative describing existing root, material being removed, and ' material being installed. NOTE: A certification letter is required prior to final inspection and sign - off of the permit. kA* A* *•k*;k * * * * * *A* **AA *f•k* *A** *• ** * * *•A * *bAk* ** *fit * * * *k•A*bM:kA*ic rI rY or TUKWILA, WA (n� TRANSMIT k ** ** *k�►••.l *•,< *A * *•A ** *x ,i �4`�r•k*• A�� A L* * *A* *k * **4A *A *A:**Ak*k4Ai*A TRANSMIT Number: 96004267 Amount: 4.50 06/14/96 11:50 Payment Method: CHECK Notation: SOUTH CEN1RML Iriit: SI..t3 Permit No: 696 -0120 Type: tt••BL.DG BUILDING PERMIT Parcel too: 359700•°0120 Site Address: 59:39 5 149 ST This Payment 4.50 Total tees. Total FALL Pmts: Balance: 4.50 4.50 .00 * A *dd•**AAA * * * *k *4 * *•A. *AA. * * h* k*A k*** 1* *A*•Aikk * * * *ki+kAk*.;*k! **.k*AA Acrcount Code Description Amount 000/3EG.904 STATE BUILDING SURCHARGE 4.50 R o5n l01n1q0 ' at: r ✓a1 .�N.!{t�3}s. City of Tukwila Fire Department Project Name l v, ,l E ' 84E / Address G.9.39' S ! / s/ Retain current inspection schedule Needs shift inspection K Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: A Permits: A/ 1/5/2-- TUKWILA FIRS DIPAR FINAL APPROVAL FORM FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Are Chief TiaNT Permit No. Suite # /' V9 Authorized Signature Da e Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 5754439 _Er.rtyklio A 0 .....e m Type of inspection:E ps Date called: CI _ 1 . 3 ... c M ri 6 1 4 9 .-../-. Special instructions: / 30 Date wantecti ( m. RequesteAw_r_ v--) 1 abk).5 Phone No.: DAL( _ ( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes COMMENTS: INSPECTION RECORD Retain a copy with permit (206) 431-3670 o approval. Inspector: 7 , * ca) Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: - - ".- 4 5. • 1Cfcit0 - 012 0 / ,.=;1 PERMIT NO. 4 Projggi: i 7 Type of inspection: p..... i A Date called: Special instructions: ofr-le,46:16 Date wanted: a.m. Requester: Phone No.: INSPECTION NO. IP CITY OF TUKWILA BUILDING DIVISION 6300 Blvd., #100, Tukwila, WA 98188 1 COMMENTS: '4- Lr Ge,67 r-e_A4 -z4 r• ' • :,, 1 'INSPECTION RECORD [L /24 I Retain a copy with permit PERMIT NO. (206) 431-3670 Approved per applicable codes. [X Corrections required prior to approval. Inspector: 1 Date: AdOrt4.1.4/41141i $42.00 REINSPECT! f FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: i idw t LA E1 Type of inspection: � �` — - u p Address: 3 ! 9 S. ;4 Date called: Special,instructions: ?. Date wanted: f % 1? f `► Co a.m. p.m. Requester: / Phone No.: ,L Approved per applicable codes. COMMENTS: 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 1) 4 k e"- CA r✓A-t.. 2.) (206) 431 -3670 Corrections required prior to approval. Inspector: Date: / -1 11 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projectm OD-- El•PM • Type of inspection: tpw Etna) Address: 3 i Lig 61 .... Date called: SRecial instructions; VOTA 4 I PU 3C 1k49 — Oil 1 inOL / Date wanted: a.m. p.m. Requester: Phone No.: Inspector: 1 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. Date: WU& rtri ciao PERMIT NO. (206) 431-3670 Corrections required prior to approval. COMMENTS: -7/21.,/qL, $42.00 REIN ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: _ 4aGAc 'SA, .;] Project: �� Type of inspection 1+tcaiow►JS Address: Date called: Special instructions: Date wanted: 7 / Z6-1 / 9 Requester: Phone No.: E INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit I / (206) 431-3670 PERMIT NO. V ApproVed per applicable codes. I Corrections required prior to approval. COMMENTS: Inspector: Date: 7 / 2 f 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ...Low . •.r eLt.fw'i sk,n AV le, _9LrLLY:D._....L. r... is■.•- ._._ .. — • Project: . 7ic Le l 4---((',-01, Type of inspection: .,...: ...r 4 Address( Date called: Special inlructions:R 2 :-056 /41 Date wanted: 7 a.m. .m. Requester: Phone No.: 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 n Approved per applicable codes. Pia Corrections required prior to approval. COMMENTS: 1 Inspector: I 1 N ete_. .6 ti.e/J-a 4 �L4 ( -e - Date:7 $42.Ot REINSPECTION VEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: T CbuTrilcx� C4 -•LA -1 6&1 A r 1 - I � Type of inspectioh' AaJCMfL.- 'm O r S cuSS TY A r J c tttiL f v IL -a L? TT Rr.S U LI'S. t-1 f A-0 r2ry 1,-.,,,,,:v i 14sc q,4,9 Nfr3 ca a'T A c €'�' r, I n1G - T A W/41- `I , FINI C, r2. / A ua 7 r.lP r i3G S GI t" A i4 G /a Ac3 6 G 1 n/le2e2 /0 fIL IPO. 2 X 4 Aool4G APPIrwmAL A. Cfn2.S A rno 14 AL .D1 1 2- - * - 9 r)4KT .• LA i - Nr Ar1CAD/LS A DD cQ -- / 4-,414 1 r:4 TM.c T it-i Requester: S'f ^*-P P A PCR'1vtc --, J (Lc' - NL , I 14 I4 01 6 .... .S V• /2) ell 1 7 i n `i b all FOR_ A PPP2VAi_ . :. t Pr�'ect: -- oucwC. -f)n•- .es Type of inspectioh' AaJCMfL.- s.;s Address: Date called: Special instructions: SPA%WAL■l -L_ T}gdN.4.0iI t 1L ' € L Date wanted: 'a.m. p.m. Requester: Phone No.: INSPECTION NO. 1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: f • Date: 7 ( ( 01 g (D n $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: D ISC .;Sc f ku F (t. o.‘ S 46 irlt 4 P D r ,SrGnl e SK:' AC AEI C f3O21 t J6 gn10 . , P h >F AF CA A-0 C.,P PA CA 1l Address: Date called: to i'''i • Special instructions: a ,„� Ht1►�I(ai I��L �' ► t ; i. 11� t t `" Project: Type of inspection: Address: Date called: to i'''i • Special instructions: a ,„� Ht1►�I(ai I��L �' ► t ; i. 11� t t `" Date wanted: 6 , . 6 '.t! r ! <- a.m. ( p.m. ; Requester: Phone No.: u Y 1 _ !6 4::: 1 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 Approved per applicable codes. n Corrections required prior to approval. Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Permit No: PW96 -0111 Issue Date: 06!25/1496 Status: ISSUED Approval Letter: 06/25/1996 Parcel No: 359700 -0101 Expires: 08/24!1996 Site Address: Location: 5939 S 149 'St /PORTABLE *1 & #3 Start Time: 09 :00 Bond Number: 142248422 End Time: 12:00 TENANT TUKWILA ELEMENTARY SCHOOL Phone: 206 901 -8000 59 5 149 ST, TUKWILA WA_ 3 OWNER SOUTHCENTRAL 'SC.HOOL':DI;TRICT Phone: 206 901-3000 4640 S 144 ST, ,TUKWILA WA 98163 ENGINEER URBAN DESIGN INC ' 'Phone: 206 8 4886 611 MARKET ST, KIRKLAND WA 98133 CONTACT BILL SLAYBAUGH ' ' , - Phone: 206 454-9703 10900 .NE:::4TH ST .STE 1110, BELLEVUE WA 98804 k *• •F k A• •F •k •A * k •k *.'A 'A .* k * •k.'A 'F k * 'A * * •k 'k A •k, •k,•k * *'A 'A .k 'A * * •k •A A * •A •k A : h * *'* 'A k F A * k 'A 'A •A •A •k •k k k A A F 'A k A k k k 4 P l vi � � "hec ' Fe e : i 00 G , InSpect l on. Feet,' '. Other Fee: . .• :00 r ; r' TOTAL FEES: .00 kkA*' A' k*• A• k**'• A****; A•*• k• F• A• AA• A*• AA' A'A• k •A4A'A'A*'AAkAk*•k•4•A•A•AAAk• AAA •kk•4A*A•A *'AAA•AAAkAAAAA A The undere applies tor; rermiss. ion to perform haul ing per• attached map in acOrdance` with the fo1.1oOng conditions.: , - -' rd-d ning 'hall be,,in; accordance kith`• MUT' D''.for traffic 2- Cuntr�ar4tor -ina1j Aprov.itile cer;tti',tied ;t loilmen tur traffic, con:trol;' 3- SweevOr otherwise clean :'tr�ests to the :.atis'taction of Public'. rks each night� round hal,rii`n.�2. route t'no`.t.iu_�hing allowed). 'i 4- Notit "inspector, betare;12 :00 noon on..fridav pre4eding a 5- Per• mist" nif weel.e•rid wo:•1;. tis val`id •.the°`weekdav . hour-.s' of 7; 00 a.m. and 3 :3f ►','p m, only. 6- Clean' a nd 'r•e ruove•:•debri_. from city \catch basins: ` in and around hauling routes. 7- Prov i de adequate ".rernporary access as not to interfere with other vehicle movemeritor cau':e trucks to travel. over curbs. 3- All vehicles make complete stop prior to entering public right- of -wa.o con, l . G` MOVING, OVERSIZED• 'LOAD- PORTABLE #3 RELOCATION FROM'• HOWALTER'MIBBLE SCHOOL. •k k•k k ** *** k k****A***•k'A'k* **** **'k *** ***•k•A*A* 4•A'F*** ***•k* ** **•4•k Ak•k'F'k•k k•A* k it k 44*'A k•k•w k k THE APPLICANT MUST .NOTIFY THE INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24'I IN ADVANCE.-433-0179 MOVING AN OVERSIZED LOAD Signature: - - Date: kk kk k*kkkkkk 4kkkk kkkk * A; kv�k*• k' Ak• k' k •k•A•kk•k•kk•kkkk•kkk *Aw APPROVED FOR ISSUANCE BY: ,JS Issued Bv: Inspector Signature Date /7 -o2 /ff A :.A•A A•k•A•k A•A•A•A A k A A A•'k•• k A 'Jt17 95 - i(d2O Om Authorized Per i t Center Signature Date kA A * 1**A• **A* * *** *** **k• **11*kk ***k•k•k•k•k•k•kk • k•k•A•k***A•k•kk** *4kAAkkkk I hereby certify that the permit holder whose name and address appears are this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: TO: FROM: DATE: SUBJECT: City of Tukwila Department of Public Works NO7'IFICATION OF UTILITY PERMIT ACTION PERMIT CENTER CENTER PUBLIC WORKS ENGINEERING June 25, 1996 Tukwila Elementary- Portable #1 & #3 5939 S. 149th St. Project No.: PRE96 -009 Plan Check No.: B96 -0120, 0121 Activity No.: PW96 -0111 Contact Person: Ms. Donna Rogers Phone: (206) 244 -1023 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON June 25, 1996: PERMIT FEE PW96 -0111 Moving an Oversized Load NO FEE Ross A. Eamst, P. E., Director Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. Also attached are copies of the Haul Route, Certificate of Insurance and Bond. JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of letter, application, plans, Insurance Certificate, Bond) Development File (copy of letter, application, plans, Insurance Certificate, Bond) City Clerks Office (copy of letter, application, plans, Insurance Certificate and Bond) John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431 CNA INSURANCE COMPANIES CNA Plaza, Chicago, Illinois 80085 KNOW ALL MEN BY THESE PRESENTS, That we, Robbins & Co. House Moving, Inc. as Principal, and Continental Casualty Company , a corporation authorized to do business as a Surety Company in the State of Washington, as Surety, are held and firmly bound unto the CITY OF TUKWILA, a municipal corporation of the State of Washington, in the sum of FIVE THOUSAND & NO /100 ($5,000.00), for the payment of which we jointly and severally bind ourselves and each of our heirs, executors, administrators, successors and assigns, firmly by these presents. Signed, Sealed and Dated this 18th day of June , 1996 . WHEREAS, the above bound Principal has applied for or will apply for a House Mover's Permit in the City of Tukwila under and pursuant to the local ordinance. NOW, THEREFORE, the condition of the foregoing obligation is such that if the above - named Principal shall faithfully comply with all the terms of said permits and all applicable provisions in the laws of the State of Washington and ordinance of the City of Tukwila; indemnify and save harmless the City of Tukwila from all claims, actions or damages of every kind and description which may accrue to or be suffered by said City by reason of the licensee's operation as a house mover; pay all permit fees as required by ordinance of the City of Tukwila; then this obligation shall be void; otherwise, it shall remain in full force and effect. THIS BOND may be canceled by the Surety by thirty (30) days written notice thereof to the City of Tukwila. Robbins & Co. House Moving, Inc. For All the Commitment$YouMake" CITY OF TUKWILA HOUSE MOVER'S PERMIT BOND Bond No. 142248422 Continental Casualty Company By :A(Z . �� Brenda K. Agustin, o • = CNA Continental Casualty ComOny CNA For All the Commitments You Make AN ILLINOIS CORPORATION POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men by these Presents, That CONTINENTAL CASUALTY COMPANY, a corporation duly organized and existing under the laws of the State of Illinois, and having its principal office in the City of Chicago, and State of Illinois, does hereby make, constitute and appoint Brenda K. Agustin, Individually of Seattle. Washington its true and lawful Attorney -in -fact with full power and authority hereby conferred to sign, seal and execute in its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind CONTINENTAL CASUALTY COMPANY thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of CONTINENTAL CASUALTY COMPANY and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the Board of Directors of the Company. "Article IX— Execution of Documents Section 3. Appointment of Attorney-in-fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to time, appoint by written certificates attorneys -in -fact to act in behalf of the Company in the execution of policies of insurance, bands, undertakings and other obligatory instruments of like nature. Such attorneys -in -fact, subject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and execution of ahy such instruments and to attach the seal of the Company thereto. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President or the Board of Directors, may, at any time, revoke all power and authority previously given to any attorney -in -fact • This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. "Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 3 of Article IX of the By -Laws, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company." In Witness Whereof, CONTINENTAL CASUALTY COMPANY has caused these presents to be signed by its Group Vice President and its corporate seal to be hereto affixed on this 12th day of May , 1995 . CONTINENTAL CASUALTY COMPANY State of Illinois, County of Cook, ss: M.C. Vonnahme Group Vice President On this 12th day of May 1995 , before me personally came M. C. Vonnahme , to me known, who, being by me duly sworn, did depose and say: that he resides in the Village of Darien , State of Illinois; that he is a Group Vice President of CONTINENTAL CASUALTY COMPANY, the corporation described in and which executed the above Instrument; that he knows the seal of said Corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My Commission Expires October 19, 1998 Linda C. Dempsey Notary Public CERTIFICATE I, Robert E. Ayo , Assistant Secretary of CONTINENTAL CASUALTY COMPANY, do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that Section 3 of Article IX of the By-Laws of the Company and the Resolution of the Board of Directors, set forth in said Power of Attorney are still in force. In testimony whereof I hve hereunto subscribed my name and affixed the seal of the said Company this la day of June , 1996. E1- 23142 -8 Robert E. Ayo , -- -- �,--� V = ai )111:11 � :TS k .- . F � t ; O a T� _ -- - - :__ ,. jr � r ^* '�; DATE(PA M/DD/YY) • . .1“..... " 2/5/96 PRODUCER MCRORY & COMPANY HARMAN & MCRORY COMPANY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 146 N CANAL ST, SUITE 220 COMPANIES AFFORDING COVERAGE SEATTLE, WA 98103 COMPANY A TRADERS & GENERAL INSURANCE COMPANY INSURED ROBBINS & COMPANY HOUSEMOVING, INC. 818 SW 142ND COMPANY B SEATTLE, WA 98166 COMPANY C - -- COMPANY D CO'� ?iTGES};:. -_ — ---- - T H I S IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE -. _ __ - - - . •s< .7 - 1 ":..:4.!...-i%.w . ' - BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS B Y THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, BEEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE IMM/DDNY) LIMITS A GENERALLRBIUTY X COMMEKCIAL GENERAL LIABILITY . CM P9424193 02 -26-96 02 -26-97 GENERAL AGGREGATE S 2.000,000 PRODUCTS - COMP /OP AGG $ 2,000, PERSONAL & ADV INJURY S 1,000,000 CLASS MADE I " 1 OCCUR; EACH OCCURRENCE I S 1,000,000 _ OWNER'S & CONTRACTOR'S PROT, ■ FIRE DAMAGE (My one fn) S 50,000 MED EXP (My one person) I $ 5.000 A AUTOMOBILE X (_ il UABILITY ANY AUTO � CMP9424193 ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 02 -26-96 02-26-97 COMBINED SINGLE LIMIT $ 1,000,000 BODILY INJURY (Per person) S BODILY INJURY (Per occident) PROPERTY DAMAGE S GARAGE 1.... LIABILITY NY AUTO AUTO ONLY - EA ACCIDENT S OTHER THAN AUTO ONLY: EACH ACCIDENT S AGGREGATE i S EXCESS LIABILITY 77 UMBRELLA FORM 7 OTHER THAN UMBRELLA FORM I EACH OCCURRENCE S [ AGGREGATE IS I S 1 WCRKEP.'S COMPEP:SATION AND I EMPLOYERS' LIABILITY i THE PROPRIETOR/ r-1 INCL PARTNERS /EXECUTIVE =- ' OFFICERS ARE: I I EXCL STATUTORY LIMITS EACH ACCIDENT ; S DISEASE - POLICY LIMIT I S I DISEASE - EACH EMPLOYEE . S OTHER I i I DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES/SPECIAL ITEMS s CERTIFICATE HOLDER IS ADDITIONAL INSURED AS RESPECTS THEIR INTEREST IN THE OPERATIONS OF THE NAMED INSURED C EMIR CATE'H0LDER 50 .,Vi-' 'i CITY OF TUKWILA 6300 SOUTHCENTER BLVD. �� 100 TULWILA, WA 98188 ATTN: DENNIS ACORD.2S-1'(3193) : " r '-'::',.. - - .= , - • SCANCEL ATJON s • y � ," Via:' :: ;d t: #,`.t , SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY • W11ILL •t ENDEAVOR TO MAIL . n.. �f ENDEAVOR 45 DAYS N NOTICE TO THE CERTIFICATE HOLDER N4MEb' 71 Ij' LEFT, BUT FAILU • MAIL SUCH NOTICE SHALL IMPOSE • NO OBLIGATION OR LIABIUTY OF Y D UPON THE COMPANY ITS AGENTS OR REPRESENTATIVES. AUTH • PRESENTATIVE . # suff ... ' .....4. •• •. -,, Y •- :. ^le ACORD CORPORATION 1993. Date Requested: two on 7/2/96 and two on 7/3/96 Time Requested: 9.00 a.m. Driver and DMV #: Mike Robbins ROBBINV43JR Truck License: 93 Kenworth 02328X Driver and DMV# Greg Stanton STANTGJ322JO Truck License: 71 Kenworth 23162P Faxed to: Sh.11ie, City•ot"Tukwila Fax #: 431-3671 ' ' [Date: 06/17/96 ' Mailed to: From: Donna e . Kermit RequeS r Robbins & Company 818 SW 150th St. (206)244 -1023 Seattle, WA 98166 FAX (206)241 -9101 Customer: South Central School District Current Address: 4628 S. 144 th St. New Address: 5939 S. 149th St., Tukwila/4415 S. 150th St., Tukwila Type of Structure: 4 Portable Classrooms Permit Number: Height: 14.5' f Width: 28' Le ngth: 64' Weight: Route: Two Buildings: From Showalter Middle School West on South 144th St. to 150th St. to Thorndyke Elementary School. Two Buildings: From Showalter Middle School East on South 144th St. to 147th St.; East on South 147th St. to 59th Ave. So. to Tukwila • 42nd Ave. South; South on 42nd Ave. So. to South 58th Ave. South; South on 58th Ave. So. to South Elementary. APPROVEDVERPUBLIO'"WORK9 I. "]`TER DATED Tole 2 09G _ JUN 17 '96 13 :S0 ROBBINS' P.2/4 JUN 17 '96 13:51 ROBBINS' P.4/4 APPROVED PER PUBLIC WV LETTER DATED Suna?r.MG11- , \ - 17••• -••• • ••••61- -.•• • • • - - JUN 14 '96 11 : 44 ROBBINS ■•■•••••••••••••••- DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A ‘.- 4( • • i i ; ,: . 1 , s ,i ,,:, , - '''' --- ' t ' , ,,* ... • • rt.„ - .„1,r„t • .1.r .1 < ' • 1 " • •t . :K...$, :. II:• ':i. .... ..".... .' • • .kr• , • " ,4 • E4:54m ?""77'Ffi.' rrrvagetr°4-Af"..M et le e Yi 20'‘ °II t . Si 4 , 111 • -P. • t% I SY DEP T OF LABOR AND INDUSTRIES STATE OF WASHINGTON Rowai v6q 1 °A F626.052400 pia) P. 2/5 • City of Tukwila (t - (206) 4313670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: PW96 -0112 Status: ISSUED Project: TUKWILA ELEM. Site Address: 5939 S 149 ST Parcel No: 359700 -0101 Wetlands: Water: N/A Type of Install: PCOM Number of Units: 000 New SQ FT: Contractor License No: Description: INSTALLATION OF SANITARY SIDE SEWER * Ak* Ak* k***** k A** k kk *kkkkk ** * *k ** ** * * ** * * * * *** * *k* Eck' kk*** k - k * * * * *k *'k * **** *AA *k Inspection Fee: .00 Acct No: 402/342.400 Hook UP Fee: .00 Acct No: 402/388.102 Special Assessment: .00 Acct No: 402/388.101 TOTAL FEE: .00 ** k * k* k * * * * * * * k* k * * * * * * ** * * * * * * * * * * * * * ** k * * * * ** k * * * * * * ** k'k* k* ** ** * * * * * ** THE APPLICANT HEREBY ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE. SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED PLANS. WE ALSO AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT.PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE PERMIT THROUGH THE CITY OF TUKWILA AT AN ADDITIONAL FEE. APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAST 24 HOU Signature: TENANT TUKWILA ELEMENTARY SCHOOL Phone: 206 901 -8000 5939 S 149 ST, TUKWILA WA 98168 OWNER SOUTHCENTRAL SCHOOL DISTRICT Phone: 206 901 -8000 4640 S 144 ST, TUKWILA WA 98168 ENGINEER URBAN DESIGN INC Phone: 206 822 -4886 611 MARKET ST, KIRKLAND WA 98033 CONTACT BILL SLAYBAUGH Phone: 206 454 -9703 10900 NE 4TH ST STE 1110, BELLEVUE WA 98004 Final Inspection Approved: SANITARY SIDE SEWER S IN ADVAN E. FOR AN INSPECTION CALL 433 -0179. ; - _ .._... Date: Company: Title: A *k* AAA*A kAkA** kAk** Akk** kAkAA*A** kk****• k***** A* ' kk* * * * * * * * *** ** * * ** * * * * * * *'k ** APPROVED FOR ISSUUANN�CE BY: JJS Issued By: / '"►'� 1 JI4 r -7IP1 Authorized Permit Center Signature Date *.lkAAAA'A * * * ***A*AAA***** k*k kA* k** kkAk** k********** •k *'A***** * ** ** ** * * * *'A * * * *'k ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for side sewer construction. Inspector Signature Date Issued: 06/27/1996 Approval Letter: 06/04/1996 Expires: 12/24/1996 Watercourse: Slopes: N Sewer: N/A Exist SQ FT: Add SQ FT: ...,..., ..,...:.,w... i.�..�.c.. runr;. .rx.r««w .1.x,• rn•.:< n. •xwrim.rae.•s r:mvuy v.+,vu»..r•at r r ;. . -y: Address: 5939 S 149 ST Suite: Tenant: TUKWILA ELEMENTARY SCHOOL. Type: PW-SSS Parcel 1: 359700 -0101 CITY OF TUKWILA **•A***** A*** *** ****`A•A•A'A•A **** M**•A*** *'A'A•A A* A *•A•A A•A* A'•A *'A•A A•A A'A•A *•M•A* A ***•A•A*•if•A ** Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of bus ine ppzev.ent, sedimentation off- site or into existing's,t .inio 1ralna9`e 2.. The site shall have = "per iia•hent erosion "'coat '0:1 in place as soon ,a,sdpp's's i bAet at Or 1 grad l ngt has been completed and')}?ri'or tb� e, F 1;nal �;:Inspectio.n. . �i , eft f 1 } fi r i` . • Of/ s v L' '•1�. k ‘ r t 1 !` V\!_ti � •I `.r.t•.,, s ..:,,,,-....,„,.......)/ . i , Ir� LA fd rj' I \ :;. - >' 1 1 1 \ 1 f ` J J S1/4,1 *' t, . •, `, rV •. Yr ` 4 i` it �. ` r, i4 , J. Permit No: PW96-0112 r t, Status: ISSUED Applied: 05/08/1996 Issued: 06/27/1996 STORM DRAINAGE Permit No: PW96 -0113 Status: ISSUED Project: TUKWILA ELEM. Site Address: 5939 S 149 ST Location: 5939 S 149 ST /PORTABLE 111 A *3 Parcel 1: 359700 -0101 Watercourse: Wetlands: Slopes: N Sewer: N/A Water: N/A Contractor License No.: TENANT JWNER ENGINEER CONTACT TUKWILA ELEMENTARY SCHOOL Phone: 206 901 -3000 5939 S 149 ST, TUKWILA WA 98168 SOUTHCENTRAL SCHOOL DISTRICT Phone: 206 901 -3000 4640 S 144 ST, TUKWILA,.WA' 98163 URBAN DESIGN IN4 Phone: 206 822 -4836 611 MARKET $.T., `;WA 93033 BILL SLAYBAUGfi '" + Phone: 206 454 -9703 10900 NE= 4.TH ST STE• 11 BELLEVUE WA' 98004 ' k*A****• A' A• k' A• A*• A 'kk *•A;A'A4•A**44 #•A•A *•A k•k•A'A•A**•A•A*k* k• A• A*• A' A' A' A*** 'A•A•A **'A•A•A•A'A*•A•A'A A'A*•A•A A Additional Permi,t'Description: STORM DRAINAGE ; FOR'. PORTABLE *1 ;h ;.163 Existing Squire Feet: New Square Feet: Inspection Fee; P l a n (heck. Fee: TOTAL FEt : .00 Acct No:. 000/345. 330 .00' Issued: Approval Letter: Expires: Additional Square Feet: (e- €12o 8q6-012-1 06/27/1996 06/04/1996 12/24/1996 Acct No: 412/342.400 King Cou4;v ioji Value of Construction: .00 k k A k 'A •A A 'A A 'A f* • 'A * •A •A •A A `k •k A * 'A * •A A •k 'k A A 'k •k °A k k: k * * * * * •A * ' •A •A A * •A k ' A ' A ' A 'A •A ' A ' A ' A •A A •k •A * ' A •A •A * A •A * 'A ' A ' k A k £ k A ' k k * I hereby , ; 'this permit •',and , 'agree to abide all a p p l i c a b l e ' sections of the City of Tu Code. ,We' agree• that the City of Tukwila shall be held harmless tor al „1 or any 'claims arising as a result of this project. Permits which `have lapsed beyond the expiration date shall require a re- application"and of the Permit through the City at an additional fee. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR'OF COMMENCEMENT AND'COMPLETION OF WORK AT LEANT 24 HOURS.IN ADVANCE.- TO SCHEDULE AN INSPECTION CALL 433-0179. --. Signature: ___ Date: k ' k • k • A • k ' A •A • k * 'A * 'k'A •k 'k •k * * 'k 'k 'N • k * •A 'A •k ' k •A 'A 'k ' k ' k * ' * 'k 'A ' A 'A 'A 'A 'A * * • k 'k •A * •k ' k 'A 'A 'A ' A 'A ' A * 'A 'k * •A 'A • A • A * • k 'k • k • k iA • A ' A k k • A ' A * APPROVED FOR ISSUANCE ,BY: JJS Issued By: Final Inspection Approved: Date: T i l e _ 9 .7) Iq 4 Authorized Permit'Cen'ter' Signature * •A 'A k A A •k * 'A •A * 'A 'k * * 'k * •A * •A •A 'k •A 'A * 'A •k 'A •A •A * •k 'A •A * * * * 'A 'A 'A 'k * 'A 'A * 'A •A 'A 'A •A 'A * * * 'A 'A •A •A 'A 'A 'A •A A * 'A 'A •A •A 'A 'A * 'k •A * •A 'A •A I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Inspector Signature Date Address: 5939 S 149 ST Permit No: PW96-0113 Suite: Tenant: TUKWILA ELEMENTARY SCHOOL Status: ISSUED Type: PW-SD Applied: 05/08/1996 Parcel I: 359700-0101 Issued: 06/27/1996 ** A Ak lrA******** vAls.11 It* * .14 *A* lcsk It* Ak 1 l• ** 14* 1.A *I* Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of busines.s sedimentation off- site or into existinolOralnAgicillties. 2. The site shall he,y,Cp'eriarieilt erosion in place as soon,a.! final grading ‘pas been completed and=p0or tO the Final 4? ) 1. „ . t y.. .1 4, ‘,1 • „. ! 2 : • •• 4'.1 4 . k Z.” cs.. 004 0- 4:1 ,i' i;v I . ,. I q i I ....44 . 1 " ' :* .■ i .'' • 7 ..i..' ,;.) . .! it ' •;.: 1 .' •,:t . • ' • ,) a - . :4 .. .. t"..t'i 1 ! *.t ...., ..1 ii.. ,-,..., ; ,...-- ( r i tai-•^31a•ii Pi/ k w. •• ' / 'l ! 1 \ ' i - .-"' '/.. • I ' r -,... ' s' f .' f i t 0 l'■ ..:,,,,, ,.,,, ....„ - , , , , .•,.,, \ . , • , 1 -, `% k p 9- .i ik ,, Vht, ti o ...:: 4.. \ ■ .1 .,,,,.:-■) "" .'''' ''' ,, ‘ A ''• ,, ‘ , 1‘ )' , :.• ' i ' I CITY OF TUKWILA If ; t. • , • . City of Tukwila (- Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT OWNER ENGINEER CONTACT Permit No: PW96 -0114 Status: ISSUED Project Name: TUKWILA ELEM. Site Address: 5939 S 149 ST Location: 5939 S 149 ST /PORTABLE #1 & #3 Parcel #: 359700 -0101 Wetlands: Water Course: Water Dist: N/A Sewer Dist: N/A Type: ':NCH No of Units: 000 Contractor License Number: TENANT TUKWILA ELEMENTARY SCHOOL 5939 S 149 ST, TUKWILA WA 98168 SOUTCENTRAL SCHOOL DISTRICT 4640 S 144 ST, TUKWILA WA 98168 URBAN DESIGN INC 611 MARKET ST, KIRKLAND WA 98033 BILL SLAYBAUGH Phone: 206 454 -9703 40900 NE 4TH ST STE 1110, BELLEVUE WA 98004 AAAAAA AA********* k****** k******** k*** k******* **A ** * * *kA* *A * *** ** * * * * * * * * ** Additional Description: Developer Construction Cost: .00 CONNECT 3/4" WATER SERVICE TO EXIST. WATER LINE METER INFORMATION: Water Meter Size: .00 Quantity: Work Order #: N/A Type: FEES: Regular Connection: Install Deposit: Plan Check: Inspection: Turn On Fee: Special Connect Fee: Other Fees: TOTAL FEES: .00 . 00 . 00 . 00 . 00 .00 .00 .00 * AAkkA* A* kkA k**** Ak k***************************** *k * * * ** * * * * * * * * * * * * * * * * * ** ** I understand that the charge for the meter installation portion of the water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (Corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HO RS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Final Inspection Approved By: Inspector Signature Date Slopes:N Square Feet: Phone: 206 901 -8000 Phone: 206 901 -8000 Phone: 206 822 -4886 Tula 27, Ia Ol( (206) 431 -3670 Issued: 06/27/1996 Approval Letter: 06/04/1996 Expires: 08/26/1996 Acct No: 401/388.102 Acct No: 401/386.520 Acct No: 000/345.830 Acct No: 401/342.400 Acct No: 401/343.405 Acct No: 401/388.101 Signature: ,4/12 .� r � 7 Title: Company: J Date: kAkk. Akk*** A******A**** AA*** k****A** AA kAA-********* ** * ** *** ** *** * * * * * ** * * * * * * * ** APPROVED FOR ISSUANCE: JJS issued By: Authorized Permit Center Signature Date A AAAAkkkk* k**** Ak* AkAkk**** kkkk kk** k*A k*** A***** A * ** ** *k* * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. TO: FROM: DATE: SUBJECT: City of Tukwila PERMIT CENTER PUBLIC WORKS ENGINEERING June 6, 1996 Tukwila Elementary - Portable #1 & #3 5939 S. 149th St. Project No.: PRE96 -009 Plan Check No.: B9641120, 0121 Activity No.: PW96 -0112, 0113, 0114 Contact Person: Mr. Bill Slaybaugh Phone: (206) 454 -9703 PW96 -0112 Sanitary Side Sewer PW96 -0113 Storm Drainage PW96 -0114 Water Connection PW96 -0111 Total Cost: JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of letter, application and plans) Development File (copy of letter, application and plans) John W. Rants, Mayor Department of Public Works Ross A. Eamst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON June 6, 1996: PERMIT FEE NO FEE NO FEE NO FEE NO FEE THE FOLLOWING PUBLIC WORKS PERMIT CANNOT BE APPROVED UNTIL ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM THE APPLICANT AND REVIEWED. (This information consists of a copy of the Certificate of Insurance coverage (min. $1,000,000) naming the City of Tukwila as additionally insured, a $5,000 bond, a City of Tukwila Business License, Overall Load Dimensions(L X W X H) and 5 copies of the haul route map for the Hauling permit.) Moving an Oversized Load NO FEE Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone; (206) 433.0179 • Fax (206) 431 TO: FROM: DATE: SUBJECT: City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING June 6, 1996 Tukwila Elementary - Portable #1 & #3 5939 S. 149th St. Project No.: PRE96 -009 Plan Check No.: B96 -0120, 0121 Activity No.: PW96 -0112, 0113, 0114 Contact Person: Mr. Bill Slaybaugh Phone: (206) 454 -9703 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON June 6, 1996: PW96 -0112 Sanitary Side Sewer PW96 -0113 Storm Drainage PW96 -0114 Water Connection Total Cost: JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of letter, application and plans) Development File (copy of letter, application and plans) q: \mike \upamksc.doc Ross A. Earnst, P. E., Director PERMIT FEE NO FEE NO FEE NO FEE NO FEE John W. Rants, Mayor Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431 City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: JULY 19, 1996 SUBJECT: South Central School District /Cascade Elementary School 13601 32 Ave. S. f?roject�No: 5PRE9 Activity Nos.: PW96 -0207 Contact: Ms. Donna Rogers Phone: (206) 244 -1023 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JULY 19, 1996: Permit Fee PW96 -0207 Moving anb Oversized Load 25.00 Total: $25.00 -�I ) t4Z( , 0I22 � John W. Rants, Mayor Ross A. Earnst, P. E., Director Two copies of the confirmed Utility Permit Application Form are attached for inclusion in the permit tile. Also attached are copies of the Certificate of Insurance and the Haul Route. Map. JJS /mv Attachments a/s C.F. City Clerk(with copy of UPA, Haul Route, Certificate of Insurance and Permit Bond) PW Utilities Inspector (with copy of UPA, Haul Route) Development File(with copy of Application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 •Fax (206l 43 t -3M I HEREBY CERTIFY T ; I HAVE. READ`: : ATIONAND.KNO.W....<TNE SAMETO BE .TAUS AND CORRECT::;:. Applicant /Authorized Agent Signature: e/ Contact Person S (print name): I E Print Name: � - 2,8 1 2 . . i 9 4 ' T il r L Address: /c 90 p ,t/e- .4 6 S7 L) (ra /( /o Date: (' 9 4o Phone: -(( .1 . - ' '70 R-24e,,,,r Cjt- -. 9,4001 Phone: - �i�rl ��I Date Application Accepted: S _ • 5 - q U Date Application Expires: _ ORMATI r• P sp ro • ert Owner: 61061% Fwg6 -oil2 Pk) q6-o113 pw % -010 TER:: >MET PO SI7`1 <> > FUND /BILLI ONTH L'V ....:......:. BILLINGS:: ❑ Water DESCRI.PTION;; F, P.ROJE ❑ Multiple - Family Dwelling tMl•TS' > UEST No. of Units: rgf Commercial/Industrial ISCELLANEO FORMATII City of Tu' "vita Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Site Address: r,J' 13G , ' 9 c ( 4AN 6 + W P 9 5 I ( 1 9 Name of Project: u. v Elemef +�.� or'fa. e1oca -Ion bU.T Name: Street Address: PWg6 -oil2 UTILITY PERMIT APPLICATION M Sc -o Street Address: Engineer: Urban 25'► n �fl Street Address: ( I I M a r I k e+ + Contractor: Street Address: King Cty Assessor Acct #: Contractor's License #: O Channelization /Striping /Signing 0 Curb Cut/Access /Sidewalk • 0 Fire Loop/Hydr. (main to vault) - No.: r Sizes: O Flood Zone Control O Hauling ISi Land Altering I b cubic yards O Landscape Irrigation lg Moving an Oversized Load 1 5 I�tq d Est. starUend times: Date: Z3' wA r, 2 , V19 In Sanitary Side Sewer - No.: j ( 6" PVC) Name: Street Address: El Sewer ❑ Metro El Standby ❑ Single - Family Residential ❑ Hotel ❑ Duplex ❑ Apartments ❑ Motel ❑ Office ❑ Retail ❑ New Building Square Footage: King County Assessor's valuation of existing structures: $ ❑ Triplex ❑ Condominiums ❑ Warehouse ❑ Manufacturing El RemodeU Addition Applt��tlon ` I u Phone No.: City / State/Zip: T IkJ P- 9P3 /( ‘ E - Phone No.: 2c* B z l L(ce) B (0 City/State/Zip: Kr * vi L u q ( Phone No.: City/State/Zip: City /State/Zip: Phone No.: City / State/Zip: ❑ Other: Phone: (206) 433 -0179 DI Exp. Date: 00 ❑ Sewer Main Extension ❑ Private El Public Storm Drainage ❑ Street Use ❑ Water Main Extension ElPrivate Cl Public ❑ Water Meter / Exempt: - No.: — Sizes' Deduct ❑ Water Only ❑ O Water Meter / Permanent - No.: — Sizes• O Water Meter/ Temporary:- No.: Sizes• Estimated quantity: Schedule: V Other: Wa4 -r e 5ewe r Rook Phone No.: RECFIVPD MAY - .31996 tE(School/9olli kett ity El Other: FCC El Church El Hospital Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ 04/22/92 P WANG ENGINELRING CONSULTING ENGINEERS JOII PAGE...J. OP L DATE BY CHECKIM PROJECT 410.1/1/1"1 Crkile4 I & I'orle.ble sUniECT "VI. ■I•• 1.• ..... •• ....... • ............. .•• ........ • ...... ....... • ..... •.• 1 ..••••••■... . •.....,.,....... _.. _.. ......,... ; Project ...1 ...6R'1 5o, 4 ?J* ' - littOol.4%8 lt„7 A $t4 /PA/ 4 R 1 / f i'�eport tiJC. :,..12'1 -17_ Fay: w _... - - -__ .. 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'�: ti`G6.Mt%Ihfi�FYD£1!!2MYtCCKi/ +kFW/YSY+ttMSYtf` c. �,.� • Sheet of 4 , Subject �1 1 1 ;�t��'>..a�� - ~!'v L .,.f ,r 1% 'c% Job Number �!� 41.x? . �___ Computed By Date 7 •- '1ST Checked By ••• ,3 • I • , , • I I • • • • _ :EwNr ;P1 0.1. • . . �d {•t. M�'f �.: . . �• _ �,L .. . • At4c.EtafL tte oAtt o /sr•aIttloH --' 6. MlY1tIt)Nt Z . tie down engineering, Inc viol v.,..........)%4 awsio Owl.: KIM r 11.1 %)tt.• M122 fit,, M17.2 (�/4i MUM!". • -It LO :xAP: h-, ANCr 0S. II I C L IY k .sto C. M'Chili' ICU Witt 1 °• No AA � lo /V� j L aka ��tict_ i''s 044) P;ii 06) 0, x �� p.�M 1 2:Y42 it) 2 (Mil? (.....-401111F 04 p1A # Ual ri !A `1c` L 1- 4" 9. t= o 35+ g t ^ �+G C4� �l2prp Js rttz A NOTE --- voco MAIE iir'r 1F1.;AttONS f,A0 ner tMl sta n00.&TIM WEIAIHC ELECTRXES• LINOOLN 01t11 Nn m if rote BATS 24 A{,70S littE AYC:040n tr.VJ • �. • DIAMeIM 1r•AiQU'F C) A, CHOn f t71rSN • E trAMf.t. 111 N a, (AtVAk1ZElt REJV'nE0) BO%Tfltil t . ZINC PLATED - T NSIOM e0l.T5 4. MOD: L. c.)I 15) ,Ar,t ' - 11 r. 2N . t 1.4t>: iet. D r IFCY (z IN% F"_AT0)'or NUT -',. • ttHNO1i WLT LAW.t0 FON FfiAMt ATT4 4 Mtttir JNLY. •• TYriSIOM I JLT l �E�� L `;• FON veftTlCAt.Ittt3tON. At Model Cap. Number (tons) IJM5 IJM1D i o „ TJMrD9 1JA25 25 . Stroke (In) a Stn_ 5 7/a 9 6 i l Minimum r- - - -- Toe T .... 1 1l4 .. Jill 2 1;4 ,;: Weight - --- Cap 22 limn Area (In) .ti 9 1l1 411 5 TI_ _ .._.. 1,4 Max. Handle fiiflart ph) a .. ..... w 38 00 �� 10 Method ttf Return Soting Lead Wetgf,t (IDs) _ s3' _ 85 _ __ ' .§:2_ 3 6 1,2 410 9 to x 12 13 au Heavy equipment movers have long realized the benefits of Simplex toe jacks. Truly a universal tool, hydraulic toe jacks can do a wide variety of jobs faster & safer than standard Jacks With toe heights starting at 1' and capacities up to 25 tc.ns, Simplex hydraulic toe jacks are the first choice for ILA.[► . tO!fl.pr maintenance, bealtr.biltling, strjelpraJ movi>sg, and rigging. Safe and powerful, Simplex toe jacks are to a wide variety of lifting problems. Chao remote toe jacks that can be used in multi systems, powered by a single power sour contained jacks that provide high capacity back saving handle efforts. Toe Jacks Mule: u sndles, Toe' lacks - Remot . Model Mumher IJurnv rift 44 esp. Stroke (tans) (In) 'I,Q... 15 MI It .21,4 tIry, ., I Height Cap 17 f,4 :TOE JACKS 6 solution from jack ;tor self- 4wth low, Simplex Toe Jacks Are The Heavy Haulers & Structural Movets: twitst TJH5 TJM1t1 Simplex oilers the largest solution of toe kicks to lit your needs. included Wllh All Sall- Ccrrdwoerr Models. ■ 6 Models I Self-contained or remote model;. W Low toe heights. II Low handle efforts. I Swivel sockets for e.ccina in close quarter;(. (TJH5 & TJH10 Only) Rase Has. irrr:s. Area Cap. 4) CM,. (In) Rend. (pnf) (cu In) Mix AL_ �b rrzx12 T)1!9 r . .� . . fir..... S7 C TIE.DOWN ANCHOR REVISION SOUTH CENTRAL SCHOOL DISTRICT PORTABLE RELOCATION xr vtsu cz raxuxr July 9, 1996 Mae IIIMMEIS. ENOINEEIt; WANG INGIN1CXRING, Ihlt; P.0.11UX. 8261 KURKI4ND, WA 98034 1)..:(2O648)4927 FAXe(296)489 -0917 D%ZP R n.D ° JU1- . 4 - 4b 1UL ir):1'.4 • CALL TO CALL FROM 4; • f ,qk k MESSAGE TAKEN BY MOM NO. DATE 7 _qk Tim Au SUBJECT ....•••••■•••••••■••■•••■••••••••••••■••••■••■•••ar dx% , Fl traz VrP ALSIMIL 1*. Y iJ g 0 - ----,••••••••••••••••••■•••••■=101M.1.1.1..,■••••••••••••••■•••••.**........ ••••■••• ••••••••••■■■••••••• it; sell■••••■•■•••1 ••••111a....allon•MMOIMANIMfteIMIMIMIMIMMIMMINO.11■11■4 /MY • tlk.o..c.d Pim MINEN••••■••■•••••■••• t •••••■•■•■••■• • •••••••••••••••••••••■••••••••••■••••••••••••••• 2064W10127 P.V11 •••••••••* H h WANG ENGINEERING, INC. Telephone Conversation Record PHONE NO, •■••.•••••••■•••••••••■•■•••■•■•■••■■••0••■•••1••••“0•00•IMOOW TASK NO, • ••••••■•••••••••••••••■•••••••••••••••••••• •■•• • ••••••••••■•• •■•••••••••■•••••••• ••••••••■••••••••••••••••• •••••••11. ■•■■•■••■•••■•■•■-.O. •■••••••■•••••••••••••■••••TI•••••• •••••■••••••••••,•••■■••••••••••••••••••••■•••••••••••■•••••••••••••.•••••••••••••■•• .........•••••■•■••••■••••■••••••■•• 11•Ira•Yorm.....■••••......a....■■•••••••■■••■• ..••■••......■-■.••••••••••••••••■++•■•••••••■■••.■111•NM•• ..... ••■...1••■•.=1110r....•11.A.. ..w.. . ..werrr. • • riit•: s: �i; �i�." ti:+ f5�.' h'; ?;: iG: '. e) J;• ,'c'd'L'!:3�'7;;na�::`r #t�'. .,U1.- 16 —It6 WED 13%40 • wzrr: ktS?i�3 "sf,C�n9 ! �CC�t f,F�i'Ys2 2(164I? WANG ENGINEERING, INC. P.O , sox $let 11,1111414740, WA 9034 Thu 004)104917 VAX. (ZO4)40-0*7 F'ACWiWi M SSAQIC A1Th � la ._...r.�. _..._. _�._ ....�.. .. DA � 1 G: ._... 7h COMPA`IY: _41ced9 r e# �i � , ..�.M . _.. FAX II: .1ukij a7 , ..�.K.� . FIR 01V1;_16) .43,1_,..,-TOTAL NOMA OP PAGE JAMMING TWA SHEET Itst —agaitoktAL. . e.h..a..:( ..._ i AI , P.AtiAl -If,J ...,, 1 �" _ T is &Attnt'i( i6 tt4 SLEtC 6-4 tiC. - Jh7- rhk rININ j rAiA eM ay./ deb' '", Il l d J * re f, 11. wo, rim 1 jA.st v►ttek-M ., - o re. bit r v:d > t b /mom: p .ij a i s stww Itt, ( ti\, C( c k t f 4 , , 0- 4,+' ,to,h4 .)!I Vl o•• brN /1► Sy tit A + 0 t ie 1 j l�� v I'kt t9 ;I hp & IU1 k bif C( 1719 Imo/ j,; c (4..4 riRi �i''Ftx�'. .411L-10-96 WED 1541 (") CN. WANG ENGINEERING CON&UUflNG ENGINEERS SUBJECT 0..1• • •.‘ !-(1 —.— ..... 00000 .1.. a.. ; !.. •• 11•6 0 I.@ 244644390S AMMO. AKA PA1E DATE 211.91.16 BY CHECKED NY -- rariar . P _Attes,j■tr'est, P. UM. s•Va• Ii 1.1•••• ••••■• V. • A PI 1,••••• 1•414 1 •01.••• -A •••• 11 • 1•1•11 ••■• •11•••• 1•••••• v1.0 r•••••• 11•110 .11,1•1 •••••• ■•• • V1110 •••1110 • •••• •••, •VW i . • .5:•• 4 . 3 •••••,• •111••• WM., 544 •••••• Ora, • 4 • .14. ... . (h. ••• •■■•••• • • 5115 I •••■•,. v.. • ••••••• vv.1 •,11••• •11 wow •••• ••• , • I 4. 1 •• • •••••• %AVIV ••..• r I. .1.4 ••• ••■ 'i s, •••••••• •! • ...1.J "ow* Iv° .A■J• •••••• VIVO ••1.40 445.. oVOI V V. O.. •••011v. •O • ,U .4 1. o•••••• V. IV WM' 5UEV4 kb • ' - • V•da • Ve• i.. A •5-:*. C‘i . 4 v.01, VOW MM., 7 4 •I 0, t : k L. •• •• •• •••• V 7 -J. •41•••••••••••• ./uL— 9 -96 T UF.. I�4 TO4)OWN ANCHOR REVI ION SOUTH CENTRAL SCHOOL X11. TRICT PORTABLE RELOCATIO July 9, 1996 ENGINEER; WANG ENGINEERING, INC. P.O. SOX MI • KIRKLAND, WA MU T Ls(206)4$9 -09fl FAX006)4SM 7 Ordevritiommeztt 20.40'0,0 P.02 Co" ..,c.LLA. ! tit J Lfl ut Li- 11.11•14 •1' WANG ENGINEERING CONSULTING ENGINEERS • , . 1••■• ••••••• .11 ••••.••■ S.. Marl • • •■ •••■••• bete VI.* MOW el,. •••• •••••• •11. •11111 1.1.4 - ••■• I•r010 •••• •••• •..• • O. 0.1•11 1•11,••• ▪ •••■0 1.0.• beb.el %O. Cl• • b• Obe O. .4.. In,. Pe • , 1•41411 •••••■ 11 • 1.1.1 1. 0•011,4 11.0•1 be • 1I“. •••••• ••••• • •II••• bleeeee lee.eel •••••••• ••••••• w• .00 •••11.1 ••• ••••• ••••• ...IV .6 6 ••••••' WV...boss • •••••• •••••• • ..••••••• • •. bb. •••• •••••. 4 I .1 • I. ••••• • •••••• •• It W.. Lulu +. ••••• ▪ S. tete ..116 1 •••• • •••• .... ~ ..... ..1 • ••••• MYR vb. 11,1 • •••• • —re SUVJECT „ . • JOB NO. DATE - PROJECT .1. ■••■•• .6 •.•• 0.1•••••••••••• 2 4E434192 P . X PAOF. _Le- OF OfECKEO pletej 141 ea* ;JUL- 4 -96 YuE 11:03 (~1 I Th WANG ENGINEERING Joe NCB, ...... � � ..._._._.. FACE_ /._OF . CONSULTING EN3IN RS DATE :WM 9Y... — l Z t�) __ CHECKEu by _.. r:ew_ rngxCT 14 /� / BUOJECT ...N. ...n.. 161.1 1 1.016+ . ..... .16.M .r.. 111 ...w..••• . r_. ..... ••••• •••.. ra.. .••• ... •• ...-, w, J ti . 'fl t .N. 10r1 .•.. ...... 111• 1 • ..r. • .1.. 11•••• 1.x?:?.. of. •• WI; 00 r.r I.. 20I4O9A977 dl_,1 sAPAL J l< - -- - - -.., _.. _..Nef.P t'nt • P.04 _••••• ~ won ~~••■••_---.= .'___ 7 :".;`• i • " •■••••• • e,• • • ......1.111011■••••••■•••■•••••••■=0. I — E5 * Psablut pear (77p. 6 Mtn EW& – GEQ �� tsunami • Clete. 1s3 Qs• eau, , 64 -0 30 et ll CA * ez t V »! !=t itJ tlin t K oar seitiva.sP 164P1,117 Rr 6.114 3=, 4 iTat arl in Pow �� nt E ELI r1 17-c1-1 �i r�if. [ • ��n !� � �ri'i 1;1 ! F t [ Mr £TIZt1SWIPE of est .6 WO at lr ara Mir' s /K /ar7 fO(JNO►4TIO*J PLAN I,0TE 14 ,.l. sp»C 1416 aJ Cs StTWEC-PJ AD EO 4Afciok 10J.0 TtS? 5--.0,147-1, 1 16 Deorofr Ttsre.D AI.X Nek --�c Demote Wood 4/0JOD Tre-ocwAI. f`rP 0.7Cr4' ~Iv lw,00 'AV CAL Cgi 2#14r-44:2 - T h' 4 1 1 1 14 0 ..)11 43411110714 1a )(C.••■■■•■■••••••■•= 7 00/10 J aw..Lrigh-379 - -nr.Aarnooliv 474-7arau - - Afs2topr WNW PS. I dai-pa esz is ire ma 9••••■ aftaillOos02422 ' V 77VU iito caisat aftly - yerg3plv - Is*Yit - rearoi92: , -37.77440 -- re *1 - .f� Nirki 14012VC1)004 E I L 1 " II. El Elf n ....alE........ _ ■ M t a il i: 1 4 4 M — ' -- ---- i r— - 41 i l l 1 1 0 -Marla 9 Vag Clzratf ov - N7 .. --4.. arrS /Va. 2/ 4V!i I I 4■15.nrfrovaiOg sap ivirse• itS Vrali Cr/ 41117461C - 2 0 -7 c c:09 4. M rin -3121/4g/W1 1 esreCi fatr (Old 1 1 - ",try"?, ,k" : , ^f U ,.'r,' r.rt r mrm, Y., t•.n�w dun s ; 4 �o TIE -DOWN STRUCTURAL CALCULATION SOUTH CENTRAL SCHOOL DISTRICT PORTABLE RELOCATION ENGINEER: e l- WANG ENGINEERING, INC. P.O. BOX 8261 KIRKLAND, WA 98034 TEL:(206)489 -0927 FAX:(206)489 -0927 PERMIT CENTER WANG ENGINEERIt INC. PROJECT: SaU 1 i Ce“ f rg f Sc4 091 Porto b /G OBNO.: 9/Sp/ SO 4,1*.■•■••■.** 1•04. mmeestmeosnmSOVITOPSWC•WIZ.MWAITPIX Re loran t;rn BY: WO DATE: 01,4 CHK: DATE: SHT. NO. 0 CONTENTS: 1.0 DESIGN CRITERIA 1.1 CODES 1.2 SPECIFICATIONS 1.3 MATERIALS 2.0 DESIGN LOADS 2.1 WIND LOADS 2.2 SEISMIC LOADS 3.0 BLDG WEIGHT 4.0 LATERAL ANALYSIS 4 4.1 SHEAR TIEDOWNS 4.2 BLDG SLIDING 5 APPENDIX: TIE -DOWN ANCHOR DRAWINGS, SPECIFICATION, AND INSTALLATION INSTRUCTIONS SHEET 1 2 3 A1-A4 . L '', 414° 7.1r,11-4 /y EXPIRES 06/08/ ( qq 7 J BY: 1KTt DATE: S t CHIC: DATE: SHT. NO. WANG ENGINEERII ;,INC. PROJECT: cJ OU (G. t►"a f $GA ool s f. Par JOB NO.: ? 6o/ L /l't6a &160 1. 1.0 DESIGN CRITERIA 1.1 CODES 1.1.1 1994 EDITION- UNIFORM BUILDING CODES (VOLUME 2) 1.1.2 ANSI A58.1- BLDG. CODE REQT FOR MINIMUM DESIGN LOADS IN BLDG. & OTHER STRUCTURES. 1.1.3 ANSI/NFPA NDS -1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION . (INCL. REVISED SUPPLEMENT) COPYRIGHT 1993 1.1.4 INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (ICBO) 1.1.4.1 EVALUATION REPORT NO. 1591 "STEEL GUSSET PLATE FASTENERS" 1.1.4.2 REPORT NO. 2403 "DIAPHRAGMS " 1.1.4.3 REPORT NO. NER -108 1.1.4.4 REPORT NO. NER -272 1.2 SPECIFICATIONS 1.2.1 WAC 296 -150A 1.2.2 CONTRACT NO. - 1.2.3 PLYWOOD DESIGN SPECIFICATIONS WITH SUPPLEMENT 1,2,&3, BY THE AMERICAN PLYWOOD ASSOC. (APA) 1.3 MATERIALS 1.3.1 PLYWOOD -CDX PLUGGED (DIAPHRAGMS - STRUCTURAL GRADE) PER U.B.C. STD. 23 -3 OR 23 -9 1.3.2 STRUCTURAL PANEL (OBS, WATERBOARD, & COMPOSITE PANELS) PANEL GRADE 2 -M -W 1.3.3 LUMBER - HEM -FIR NO.2 OR BETTER PER U.B.C. TABLE 23 -1 -A -1 1.3.4 STEEL 1.3.4.1 MILD STEEL (ASTM A36) 1.3.4.2 BOLTS (ASTM A325) - ALLTHD (A36) 1.3.5 ANCHOR SYSTEM (TIE DOWN ENG'G, INC.) 1.3.5.1 STRAP #MS670 (3150LB. CAPACITY) 1.3.5.2 ANCHOR #MI22 s l''3 (43/1 La. u L T. SIR. ) WANG ENGINEERING otiociA kali l atcy - .." h IL 44 s SUBJECT I CONSULTING ENGINEERS 4 5 PROJECT (Pm ft, Cemte4 1.11 of f p, 1 )-,'d Pritta le ke t ft' trn 1 1 1-7 i I TT" 1 4 4 I 4.. (C-- 41 4 11 i 1 T iv4 ij 4 4. .A 41 I.( -1(.S jiLl'Ili 4- - 4 i II .... iS 14.6 IC-. .6..4 4 11 Aj ..4. .. 1 4 .1 4 I no 4.g )(i4 =A L2L.2. 4 LL -4 - 1 -I I I .1 4 I 4 4 -1 I I ! I ! 4 4 4 1. 1 I. JOB NO. 91 DATE SI /9k• BY M T ih4 >c.i t.i3 x.i. t. 4, 4 )(ji - zi z 1 - (-., p I ! 1 = i 4 I 1 I i , I ' 4 4 4.. 3 - r 4 i • 1 1 1 1 i 4 l 1 1 4 44 4 4 t 4 - 4 1 4 I . 1 4 € 7 q c,A))i 4 .1 . .1 4 ..i 4i- c.1J. I i i i . . . , 3 i . .. 4 4 4 1 .4......r I I I i i i 4 3 i 4 4 4 4 = : I 1 .4....).1 I I I I i I ......... VI-1;P kA i I 4 4 4 1 0 JO -1 PAGE 2 OF CHECKED BY (date) -4 (. .4 1 4.... -1 WANG ENGINCRING JOBNO. 9A0/2. PAGE OF CONSULTING ENGINEERS DATE 1I /96 B y T tAl CHECKED BY (date) PROJECT Sra (ekirAl Saul Di31. fisr lac Pe /are, /1/7), SUBJECT 4 $ i • 7 7 7 i T 7 -4 I 1 1 f r, 7, i 6 f. iStOlOr_144 . li i 4.- -4- .i 1 .1 i 1 1 i bi 11AI .1 . I i flix.it.t. i.ift_L . .c,rkii 1 I I 4. _4. .. 4 .1 I . 1 1411 1 I- 1 1 11 .4. i. .41 1.4. 4 1 4 4 .I I 4.... I 1 6 0 4 li l ..1. 4.1..-5.111. IL , I. 1 i 1 [ 41. —ti.. ..A.pii.e.i 1 , i 4 7 I LA .401P 4 zie4le. ttkry 4 1 4 i 4 .I 4 I .1 I 4 .4 4 4 4 1 _I 1 • i 1 - 4 " 11-1-14 414 1 i I i i ,i i 4 4 4 4 I 1 .1 3. r * 4 (1 4 4 4 i 4 I Z.v dl- / 4 1 . 4 t I 4-11Z1.1-1 21 4 1 St 4 4( i 1 I i i 4 . 4 4 4 1 1 I 1 i 4 1 111. X 2 2i 6 i l i i t pix f". p ( 64 4 Zi I 1 14 r - 1, 6 x 6 4 I l i i i i 4. 4 4 I El 4 WANG ENGINEcRING CONSULTING ENGINEERS SUBJECT 4 4 43 —4 4 4 • 44.44,4444444,40,41 7 1 4 4 4 4 4 4 4 r 7"7 7 7 r - i I --r. — I — i I T ' ' - I I -- i ^f i i 4 1 1 4 ii 1 1 ...1 ' -4. i i iii 1 1 : 1 I 4 4 1 ...I. i i 1 — 4 —1 1 1 4 1 4 1 - 1 44433 - I --l• 1 1 I J.11 d 6-2.0..e4etts. :- i . 1 1 . iiii .11 jiili 11.11 I i. i-k) . i zit-L.i? A C 1.1.1...1.. --= )67 is I 1 I.: ..... ....J I 1 -- 1-- I 1 . 1 4. I. ...1 1 I 1 1 ...1 I i -4. — I 4 4 41- .. -IC ? I g i 1 1 4 I I i 1 .. I I ill, ly. .,,, .+ II. 1:1 214 1 1 1 , I 4 4 4 4 4 1 41 [ 4 I. .1. 1 1 i .1 , r fri i i , .: 4._ _ _,......_ i 4 4 1 I 4 ( 4 -1 I/. '...r xi 4.7.)( f ° 4 ±.?..14 -'21.xfo 1. L.. 1 ' ..1 I I .1X -1/.0.[..it i 1 2;-1163. i 4.14 'i l4 1 1 1 1 I 1 1 I i 1 .. 1 4 • 1 I - 1 I 1 4 41... 8 4 i 1 4 . 1. i 1 3 4 I I .1 1 4 1 . 1 I i . 4 i 4 i .I —I 4 i 1 I i i I/ ie fitthil ....V.Cre). S tittlAim 4 i 1 1 i I i 1 1 ! ! : 1 i 1 i 1 1 1 i / 4 4 4 3 .. -4 4 .1 3.......4 ' .1 .i. :— 4 si t i .1 - l i .C.i 1 11-t.A.t1 .r 4 3.6 47;—.1 21 11 /If 441 i 61, 4 4 I 4 i 1 i 4 4 4 4 4 4 1 .-.17)A. , i 1 i 4 ! 4 4......4 , I I I I 1 i I 1 1 •1 1 i ..stir...v.ra - - 1 411 i 1 4 1 I 1 I 4 i i 1 1 1 1 4 1 1 1 . I i i I 1 , 4 i I Ii 4 JOB NO. ?60/ Z. / PAGE 4_ OF ' 6 BY M TI,J DATE CHECKED BY (d.t.) Cei4fra Sapp/ 0 f. porta 6/e PROJECT SCI4 ttl et 1044 6 4.- 1 WANG ENGINLERING CONSULTING ENGINEERS SUBJECT _ 1 4 • -) ..- i -2. I ..1..,....... .... ........i....... i .......,....L._. L J.. __ .4. I J... 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DATE DESCRIPTION 6 -1- REVISIONS tie down engineering, inc. !Wt Iv, vuton Et +• Arwa G•apo 70130 TITLE MOD L mroN f IMISt5 It tlGIOr+ HLAD COLT L TAIL5 CO I. IY Y).tiOAC.1 Cx. IT C.MachAI' VICt4 SCALE NONE 01 DI NCIA tf -201 {i'. •'..+t.:'J..:...rr4 +4'.t'a Y• v�xh r4 .�mrvrn•.wv +t....r.;.�w..m.�r.rx w. �Nrx.. w. x. h..! •w++r..w•sw...urww�uw•++.s.xv.• PcpmaiE N T 2dE��.1 i F I E�[1.l (Exar" pie.) 1-\ c\P <s Q�- ,.d TENS40N EOLT u /HOLE TENSION E5OLT PLAIN * IN3 ALLATION NO'T L- 3LOTIED WLT TO V.JI'NAP A% OVNO Al I.I:A -LT rOLLTUPIN hEFONE FINAL TENS ION ING. r • 5L or �• �° � T 1111 }�' °7 r m.•:.wMSnzv�nr,�.! ins.., rv« bo. wm�... 3, �a .+a'.w.YM.+,rtM«,rv�fXO'Y'r -^•1 ra te} V.l.:i$ 7:2 00+ f. Y'? ST( .'tt.F•+ta57*.!..'titiV4p"attW• INC GLPtEO 4, cp p I FS F TENSION HEAD TYPICAL ON ALL ANCNON MODELS / ENSION HEADS) TENSION ALTS (MODEL, sr56) Q� APE l'e" -11x 4" "YCouAPTE NECh, HEX NEAD, 4 ZINC PLATED (TYP) TENSION EOLT "-' /SLOT (.055" tUICe) FoTS /v - TE.NSION t OL1 (.MODAL eq5b) AT E " - 1 h 2 " . ' 1-ItX uEAD "J /SQUAN1= NECM,(ziNC PLATED)`'- /N T5. - TEN5I011 WLT LABELED 4 , FON SAME ATTACHMENT' ONLY. TENSION ItOLT LAte LEO ® FON VEf\TICAL TJ13tON. NOTE --- Al 5 LTR. DATE DESCRIPTION 8 -t -b2 REVISIONS Z E, tie down engineering, inc. 5901 whootoo pre AronIO Geapo )C!): TITLE \OoeLMZU ) ,MI2; ( ' � /� �UBL'� E ANCR N DI. RY Ih.1i0ACh CK. SY. C. Macl ` 1APWICIa SCALE NONE DI. NO MI-1F- 101,,, • R°.n,MHr.�bNT F I E_A / PP '116 ' i'iIle.L LJetd I �RR�o "P) SQ 'Z 1100 5°1- gei)1k3o M�22 ( � O P � 3� 11 X30 ,1 A•,7 1/4. � EMI l X18 N wCij) 6 cry, l Edges y,OT Sr � 30 4" 11 K 4''j 9 GA (.0 6 t r(R) �1X .I PITC ) MOTE- 41.30,60. OT - ZINC w\ MATERIAL SPECIFICATIONS HEAD • AISI • C 1006 5 ¢a. ROD- ASTMA•36MOD WELDING ELECTRODES • LINCOLN INNERSHIELD NR • 311. or EOUIV BOLTS • ASTM A • 307 ALTERNATE ANCHOR ROD • 34' DIAMETER (IF REQUIRED) ANCHOR FINISH • ENAMEL DIP or GALVANIZED (IF REOUIRED) BOLT FINISH • ZINC PLATED - TEN51011 BOLTS <MODI` L bise)) AF,E -11x 2 i 1-! 'X HEAD '- /SQUANE NECY- (ZINC PLATD)` -/N TT. - TCHSIOh 69LT LABELED FON FRAME ATTACHMENT ONLY. - TENSION bOLT LAeELEO 'a FOn V TICAL TtNSIOt -. • •{,YA VI •e At 7 LTA. DATE DESCRIPTION 8 - 1 - 82 { REVISIONS a tt. tie down engineering, inc. 59O1 WM:0°n O.... Aroma G 10 TITLE MODELS: MS G070,MS�+O,M542, MS37 $ MAS35 GALV' D STEELS-TRAP DR. RY I. NOAC r`, cx. Rr. C. Ma&AP,V IC4-I SCALE NONE DR. NO A'WP -301 • NCS BCS A 225.1 (FORMERLY ANSI A119.3) MANUFACTURED HOME INSTALLATIONS 1987 2 -5.4.2 ANCHORING EQUIPMENT - Anchoring equipment, when installed, shall be capable of resisting an allowable working load equal to or exceeding 3,150 lbs. (1,429 kg.) and shall be capable of withstanding a 50% overload (4,725 lbs. or 2,143 kg. total) without failure of either the anchoring equipment or the attachment point on the manufactured home. When the stabilizing system is designed by a qualified Registered Professional Engineer or Architect, alternative working loads may be used provided the anchoring equipment is capable of withstanding a 50% overload. All anchoring equipment shall be listed or labeled as being capable of meeting all the requirements of this section. NOTE: In the absence of the enforcement of "listing and labeling;' it is recommended by leading manufacturers that traceability can be suitably achieved through indelibly marking the steel strapping every twelve inches. This identification should bear the manufacturer's name and the specification to which it complies. 2 -5.4.8 TIES - Strapping or other approved methods or material shall be used for ties. All ties shall be fastened to ground anchors and drawn tight with turnbuckles or other adjustable tensioning devices supplied with the ground anchor. (a) Tie material shall be capable of resisting an allowable working load of 3,150 lbs. (1,429 kg.) with no more than 2% enlongation and shall withstand a 50% overload (4,725 lbs. or 2,143 kg. total). Ties shall comply with the weathering requirements of 2 - 5.4.16. (b) Ties shall connect the ground anchor and the main structural steel frame (I -beam or other Shape) which runs lengthwise under the manufactured home. Ties shall not connect to steel outrigger beams which fasten to and intersect the main structural frame unless specifically stated in the manufacturer's installation instructions. 2- 5.4.16 RESISTANCE TO WEATHERING DETERIORATION - All anchoring equipment exposed to weathering shall have a resistance to weather deterioration at least equivalent to that provided by a coating of zinc on steel of not less than .0625 oz. /sq. ft. (0.19 kg. /sq. meter) on each side of the surface coated, as determined by ASTM STANDARD METHOD OF TESTING FOR WEIGHT OF COATING FOR ZINC COATED (GALVANIZED) IRON OR STEEL ARTICLES (ASTM A90 -69). NOTE: Slit or cut edges of zinc coated steel strapping do not need to be zinc coated. 1%E caJN �r�c,IrvEEj.., r fY;SIFIEG TO Nil A22S., SPEc:. QO -S78, -N . ..... .........:.... -........ «. ......r.- ......n., ......-. o..,. r...-.,„..,, e. mw .n : «.a"n:�rn�r_wr:- .ytrrs. «:rz rey:.. — MARKED EVERY 12 A3 2 %i — A3 13 1. 16 4. EARTH ANCHOR INSTALLATION INSWRUCTIONS A 4 I. Drive Machine Installations: Attach the drive machine adapter head to the tensioning device that is in direct alignment with the anchor shaft. Position the helix -end of the anchor on the soil at a slight angle under the ex- terior side of the home. This will prevent the anchor from hindering future skirting installa- tions. Activate the drive machine and exercise control in maintaining full penetration of the an- chor. II. Manual Installations: 1. Using a post hole digger, develop a hole approximately 24" deep in the proper position which is directly under the overhead strap and slightly underneath the home so as to allow adequate room for future skirting installations. 2. Insert the anchor; position a piece of pipe through the head for additional leverage, and rotate with downward pressure in a clockwise direction encourag- ing it's final penetration. 3. When the anchor has been installed to it's full depth, repack the earth 6" at a time. Saturating and compacting with each 6" increment will maximize your im- mediate holding capacity. III.Strap Tensioning Instructions: Insert the tension bolt into the anchor head and loosely attach the hex nut. 2. Place the strap end through the slotted shank of the tension bolt and bring flushly to the op- posite side of the shank. 3. Once tensioned to the point that counter- clockwise resistance appears, a 5/8" open - end wrench should be used to hold the square neck while reposition- ing the 15/16" tension- ing wrench which will enable continued and final tensioning. Repeat as required. WARNING: Carefully inspect each anchoring location for hazardous local utility companies or building authorities as is necessary. Bend the strap at 90 degrees and with the use of a 15/16" socket or open -end wrench, rotate in a clockwise manner wrapping the strap around the shank of the tension bolt. Once fully tensioned; align the square neck of the bolt with the square recess in the anchor head and tighten the hex nut. This will draw the two together and lqck the system into it's final position. underground wiring. Consult t1I. OAT! ptSCSI►1ION 0 stvisioN3 tie down engineering, Inc. ]JD..vr.akv. pr. •qVO Gopo p„o T I T I I P� It Ii5IOty I LAD COLT Lt TAIL -5 DI. ►r CI. ►t. . _ ICAII NONE' Ot NO , I P-201 �` JUN -10 -96 MON 10:03 PCAmA►.J 7 • tde . +; k %ankko ., (Exarv• ple.) •ENSSOi'1 EMT ku/KoLE TENSION )OLT FLAN qCt; S Dt TENSION HEAD/ t�rPICAL Oti ALL AH•ICI -bN MOD tS aQl ' ` -r'' ,., % T1=NSION oLT5 (MoDEl, 6150 >1�� .+ APE Vet -11x2 %" v�.cAPi . NECe -.), 1(j�1 � �Q, e HEX HEAD, 4 zINC PLATF[) (Ty P.) TE SION BOLT ' (o55 "NICE) ACy rt fi Gt �) p, ,5 .% I`'- * INSTALLATION PiOTE- ahTT PELT Slf\AP TQ &*AP AYMOUNO eoLT A l 1.1"..AGT 5 FULL 1 UP1NS IbtFCIVLNE FINAL ICNSIONINO, 20 NOTE -- P.02 AI CITY OF TUKWILA JUN 1 0 1995 PERMIT CENTER TC.NSIOM e;01_1 (AnOOCL e i5e))AFNE - 11x2 Aid wtX I-IEAD U /SQUANE NEC1'(LINC PLAThD)v-/ NOS. - TCN5IQr1 BOLT LA61=LED For - FTLQME ATTACNMI~NT QN LY. TENSION b< LAC eLc 4 For, vE TENSIOt'. 5 I. oAll OIICII►TION 8 -t -b2. IlvISIONS tie down engineering, inc. 3.0.w...... Cr., Abyo Gwoo K)k TIlLI btiODeLMI22c ),M122 (/y,1 EDLJ Le -NELIX EAPTNANCIaON OS. IV CK. Si. 1(hats.C6 1 C. MachAPIVICI1 tcA H ONt on. Ma A,{ i'1 F 10i JUN -10 -96 MON 10:04 { Itammr.,E.04 T P P,f4 a;1a d oci- ( n( I" an- 4 " 5 O 20g4890927 NOTE --- ■ MATERIAL SPECIFICATIONS HEAD • MISI • C 108 5 p.. ROD • AWN A • 38 MOO WELDING ELECTRODES • LINCOLN INNERSHIELD NR • 311, or EQGI( BOLTS • ASTM A • 307 ALTERNATE ANCNON ROD • 3/4• DIAMETER IIF REQUIRED) ANCHOR FWISH. ENAMEL ble GALVANIZED Or REQUIRED) BOLT FINISH. ZINC PLAYED P.03 - TENSION e:bL1S LrnOI L bISP,) AP,t NCY(z D) DN/T5 bOLT LAMLE UAP CN5►p11 D �A•' FOr- FPLAME ArrAcpMeNT ONLY. TtNSION BOLT �oeE FON VEflTICAL - rL`t'151ON. At 7 011. OATW i O I ICI I /TION , - 82 •fvtfiON7 tie down engineering, Inc. $901 YMUaIan brNs A ftardis. 06 301 TIT MODELS: MSG70 h`S 4+A55 GAIN 'D 5 ELSTWP 01. SY r). NOAC ac IL C. MactA rIV IC -1 rr sc N ot4t . DC NO0P-3O1 JUN -10 -96 MON 10:04 NCS BCS A 225.1 (FORMERLY ANSI A119.3) MANUFACTURED HOME INSTALLATIONS 1987 ¶I€ cowl t= NGINfejt,t.43 rav clED1n AQ25.1 tr SPEC.Qp 578 :. 2064890927 P.04 Ad 2 - 5.4.2 ANCHORING EQUIPMENT - Anchoring equipment, when Installed, shall be capable of resisting an allowable working load equal to or exceeding 3,150 lbs. (1,429 kg.) and shall be capable of withstanding a 50% overload (4,725 lbs. or 2,143 kg. total) without failure of either the anchoring equipment or the attachment point on the manufactured home. When the stabilizing system is designed by a qualified Registered Professional Engineer or Architect, alternative working loads may be used provided the anchoring equipment is capable of withstanding a 50% overload. All anchoring equipment shall be listed or labeled as being capable of meeting all the requirements of this section. NOTE: In the absence of the enforcement of "listing and labeling," it is recommended by leading manufacturers that traceability can be suitably achieved through indelibly marking the steel strapping every twelve inches. This Identification should bear the manufacturer's name and the specification to which it complies. 2 -5.4.8 TIES - Strapping or other approved methods or material shall be used for ties. All ties shall be fastened to ground anchors and drawn tight with turnbuckles or other adjustable tensioning devices supplied with the ground anchor (a) Tie material shall be capable of resisting an allowable working load of 3,150 lbs. (1,429 kg.) with no more than 2% enlongation and shall withstand a 50% overload (4,725 lbs. or 2,143 kg. total). Ties shall comply with the weathering requirements of 2.5.4.16. (b) Ties shall connect the ground anchor and the main structural steel frame (I -beam or other Shape) which runs lengthwise under the manufactured home. Ties shall not connect to steel outrigger beams which fasten to and intersect the main structural frame unless specifically stated in the manufacturer's installation instructions. 2-5.4.16 RESISTANCE TO WEATHERING DETERIORATION - All anchoring equipment exposed to weathering shall have a resistance to weather deterioration at least equivalent to that provided by a coating of zinc on steel of not less than .0625 oz. /sq. ft. (0.19 kg. /sq. meter) on each side of the surface coated, as determined by ASTM STANDARD METHOD OF TESTING FOR WEIGHT OF COATING FOR ZINC COATED (GALVANIZED) IRON OR STEEL ARTICLES (ASTM A90 -69). NOTE: Slit or cut edges of zinc coated steel strapping do not need to be zinc coated. — MARKED eveRY 12 13 I. Drive Machina Installations: Attach the drive machine adapter head to the tensioning device that is In direct alignment with the anchor shaft. Position the helix -end of the anchor on the soil at a slight angle under the ex- terior side of the home. This will prevent the anchor from hindering future skirting installa- tions. Activate the drive machine and exercise control in maintaining full penetration of the an- chor. 1. JUN- 0 - ON ]0 :05 2064890927 P.05 V Ap1H ANC aR INSTALLATION IN /*RUCTIONS ,4 4 II. Manual Installations: 1. Using a post hole digger, develop a hole approximately 24" deep in the proper position which is directly under the overhead strap and slightly underneath the home so as to allow adequate room for future skirting installations. 2. Insert the anchor; position a piece of pipe through the head for additional leverage, and rotate with downward pressure in a clockwise direction encourag• ing it's final penetration. 3. When the anchor has been installed to it's full depth, repack the earth 6" at a time. Saturating and compacting with each 6" increment will maximize your im- mediate holding capacity. IIi.Strap Tensioning Instructions: Insert the tension bolt into the anchor head and loosely attach the hex nut. 16 4. 2. Place the strap end through the slotted shank of the tension bolt and bring fiushly to the op- posite side of the shank. 3. Once tensioned to the point that counter- clockwise resistance appears, a 5/8" open - end wrench should be used to hold the square neck while reposition- ing the 15116" tension- ing wrench which will enable continued and final tensioning. Repeat as required. WARNING: Carefully inspect each anchoring location for hazardous local utility companies or building authorities as is necessary. Bend the strap at 90 degrees and with the use of a 15/16" socket or open -end wrench, rotate In a clockwise manner wrapping the strap around the shank of the tension bolt. Once fully tensioned; align the square neck of the bolt with the square recess In the anchor head and tighten the hex nut. This wilt draw the two together and lock the system into it's final position. underground wiring. Consult June 12, 1996 Mr. Bill Slaybaugh Heery International 10900 NE 4th St. Suite 1110 Bellevue, WA 98004 City of Tukwila Department of Public Works Subject: METRO Sewer Use Form /Business Declaration Tukwila Elementary Portable Relocation 5939 S. 149th St. Project No.: P96 -0051 Activity No.: PW96 -0112 Plan Check No.4196 -012 0121 Dear Mr. Slaybaugm: k Michael Villanueva Permit Technician II MEV /mev Enc. a/s cf: Permits Development File Building File John W. Rants, Mayor Ross A. Earnst, P. E., Director A METRO Non - Residential Sewer Use and Business Declaration form is enclosed. You will also find instrctions on how to properly complete the form. Please complete the forms and return them to me for further processing. The completion of these forms are necessary due to the addition of new plumbing fixtures for your project. If you have any questions regarding these forms, please call me at (206)433 -0179. Sincerely, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 City of Tukwila Fire Department Fire Department Review Control #896 -0120 (512) May 13, 1996 Re: Tukwila Elementary School - 5939 South 149th Street, Portable #1 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware dnd marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) 2. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1742. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Page number 2 Ordinance #1742) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 4. Every building shall be accessible to Fire Department apparatus by way of access roadways with all - weather driving surface of not less than 20' wide and 13'G" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) Tukwila City Ordinance #1741 provides that the required width of any fire apparatus road (fire lane) shall not be obstructed in any manner, including the parking of vehicles. Minimum required widths and clearances shall be maintained at all times. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 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, Z ii The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 May 9, 1996 tt_ City of Tukwila Department of Community Development • Steve Lancaster, Director Bill Slaybaugh Heery Co. Inc. 10900 NE 4th St., Suite 1110 Bellevue, WA 98004 RE: Tukwila Elementary portable relocations Plan check numbers B96 -0120, 0121, & 0122 Dear Mr. Slaybaugh, Sincerely, Ken Nelsen Plans Examiner •' it_ „ S ri. avi+. 4 John W. Rants, Mayor We have completed the initial Building Division review and are requiring that two sets of accessible ramp plan details be provided for each subject application. Because this additional requirement does not represent a fire or life safety issues, the files will be routed to other city departments while waiting for the requested plans. To confirm you have received these comments contact this office and /or submit revisions within ten working days. Feel free to call me if there are any questions at 431 -3670, 8:30 a.m. to 5:00 p.m.. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W Rants, Mayor To: . Steve Lancaster From: John McFarlan Re: Waiver of Permitting Fees for South Central School District Date: April 3, 1996 The City and South Central School District have a working agreement regarding the waiving of fees for the joint use of facilities. In addition, the City and the District have a mutual interest in the appropriate and careful utilization of public funds, especially in that the constituency for both entities is largely the same. In light of this, it has been determined to be in the best interests of the public to waive permitting fees for the relocation of three portable buildings on District property. This memorandum shall serve as authorization to you to waive those fees. That authorization is granted specifically by Mayor Rants. Additionally, I will be developing an interlocal agreement regarding the future treatment of permitting fees relating to activities of the District. We will likely limit any fee collection to i.. actual dollar costs to the City due to external plan review. Phone: (206) 4334800 • City Hall Fax: (206) 433 -1833 :Hfyz tii++6:r enrotakszn ivasm. TUKWILA ELEMENTARY SCHOOL LEGAL DESCRIPTION THAT PORTION OF TRACT 40, BROOKVALE GARDEN TRACTS, VOL. 10 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON LYING EAST OF A LINE WHICH IS 25 FEET EAST OF AND PARALLEL WITH THE SOUTHERLY PRODUCTION OF THE CENTER LINE OF 58TH AVENUE SOUTH IN TM -VISTA TERRACE, VOL. 53 OF PLATS, PAGE 28, ALSO AN UNPLATTED STRIP LYING EAST OF SAID TRACT 40, WEST OF THE EXTENDED CENTER LINE OF 59TH AVENUE SOUTH AND BETWEEN THE EASTERLY PRODUCTION OF THE NORTH AND SOUTH LINES OF SAID TRACT; ALSO. THE EAST 202 FEET OF TRACT 39, BROOKVALE GARDEN TRACTS, VOL.. 10 OF PLATS PAGE 476, AND THE UNPLATTED STRIP LYING EAST OF SAID TRACT 39, WEST OF INTERURBAN ADDITION TO SEATTLE AND BETWEEN THE EASTERLY PRODUCTION OF THE NORTH AND SOUTH LINE OF SAID TRACT ALSO. TRACT 6, INTERURBAN ADDITION TO SEATTLE, VOLUME 10 OF PLAT, PAGE 55 EXCEPT THE NORTH 20 FEET CONDEMNED BY THE TOWN OF TUKWILA FOR STREET IN KING COUNTY SUPERIOR COURT CASE NO. 113762 AND EXCEPT THE EAST 150 FEET OF SAID TRACT, ALSO AN UNPLATTED STRIP LYING WEST OF SAID TRACT 6, EAST OF THE WEST LINE OF 59TH AVENUE SOUTH, SOUTH OF SOUTH 149TH STREET AND NORTH OF THE EXTENDED NORTH LINE OF TRACT 40, BROOKVALE GARDEN TRACTS AND AN UNPLATTED STRIP LYING WEST OF THE WEST LINE OF SAID TRACT 6, EAST OF THE EXTENDED CENTER LINE OF 59TH AVENUE SOUTH, SOUTH OF THE EXTENDED NORTH LINE OF TRACT 40 OF BROOKVALE GARDEN TRACTS AND NORTH OF THE EXTENDED SOUTH LINE OF SAID TRACT 6; ALSO THAT PORTION OF TRACT 7, INTERURBAN ADDITION TO SEATTLE, VOLUME 10 OF PLATS, PAGE 55, LYING WEST OF A LINE EXTENDING FROM A POINT OF THE NORTH LINE OF SAID TRACT 155.64 FEET EAST OF THE NORTHWEST CORNER OF THE EAST HALF OF SAID TRACT TO A POINT ON THE SOUTH LINE OF SAID TRACT 156.52 FEET EAST OF THE SOUTHWEST CORNER OF THE EAST HALF OF SAID TRACT. CITY OFETUKWILA MAY 0 31996 PERMIT CENTER 26 REMOVE AND RESTORE FENCE AND PLAYGROUND EQUIPMENT TO ORIGINAL CONDITION AS NECESSARY TO MOVE PORTABLES ONSITE AND INSTALL UTILITIES. 306. EX SANITARY SEWER CONNECT TO GRIST sAN S[uu� MN 40• R/W EX. SEWER 3/4" COPPER WAT SERV CE CONNECT TO EXIST. it RESTORE PAVEMEN EX. BLDG. AN (TYF) EX. BLDG. • EX. BLDG. EX. BLDG. CONNECT SANITARY LATERAL TO SEWER LINE PER CITY OF TUKWILA REQUIRMENTS TEMPORARY FILTER FABRIC FENCE ,. t5boi 4" PVC IT S EX. 1=^ Sg C.0 RAMP UP TO BUILDING SEE DETAIj, EX. PLAYGROUND 9 NOTE: RESTORE DISTURBED DISTURBED GRASS TO EXISTING CONDITION I00 S. 149 TH ST. 463.04 80 SETBACK TYP, 0 s MED Mum ," A argia NEN A mmar Rver,F, iK N HE 4H / UR LACK', IK JCTN,; R NTO NCTI These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and 0 ,:uns which do not authorize violations of adcptee :..andards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. ' - ,..lance is subject to field inspection by the ,..,00 Works utilities inspector. Date: By: FILE COPY I ,1 ndorstond that the Plan Check approvals' are act to error, and pn:iS G violation r ions lhs 01 anny does t l ` r 1 t of con - -� ) � raJ tractor' s opt, BV 1 1 Date Permit No ® f_ O ues Y /2Y/487 e — o a psi Gt1 INC. Gon9ECaes�Bea p 8q MAANET STBE£T, SUIT£ 3 N 9833 /2n61022,0. Pro /��I Munaysm�nr S�irlrra Jq SUUTN L EHUA STREET IrAHULLA MA 4 HI 96] 32 !80918,570/ VICINITY MAP TUKWILA ELEMENTARY Address: 5939 5 149111 St.. Tukwila Zoning: Low Density Residential Electrical - Puget Power Phone - US West Water - City of Tukwila Sewer - City of Tukwila Approximate Lot Size 503.845 sqh Existing Building Area 28.424 sqh Total Proposed Building Area 32,008 salt Total Impervious Area 89,500 sgft % Site Impervious 17.8 % Existing Parking Stalls 43 SEPARATE PERMIT REQUIRED FOR: 'MECHANICA EG LECTRIC AL LUMBING AS PIPING CITY OF TUIGVILA BUILDING DIVISION � UN , 2 \996 ,.,,,�° IsIDN J1 lDI NG 3 ECEI VED env 'I 31996 I/o IN ilk ' ECEIVEO CfrY OF TUKWILA MAY 0 31996 PERM.' CENTER BY TUKWILA ELEMENTARY Po 2r JLe kELCLA7I N 14=0 CAD 4=0 TYP 3 /4 "4 CARKIAGE 130L75 THIN EXIST /NCI WALL DOT. PLATE W1 5 h6" STEEL TIE-DONIO 7E4510/4 HEAD $TENSION OOLTS 8Y TIE DOWN E Mci (NEERIh10,1NC, TYP. n T J iT I > \— TIEDowa CrYP 16 PLCS) 4080F42 (81157/M 0) 4x/60/6 CAW PAD W/ P 7. 4x4 POST !TYP. 6 PICS) I n l ' (Ex757I —' �f iU Um I ILA l TIE -DOWN DETAIL, TYP 1 °5 1 1 0 EXISTING MODULAR CLASSROOMS FRONT ELEV. (l 8xex /6 CMU W /414040/6CAP T CUT A HOLE 14 ZIJSIDE FACE: WALL 80ARD('APPRC TO SET T/& CARRIAC E BOLT; REPAIR WALL 804RD AFTER BOLT INSTALLATION E %/STING ZxF FL. JOIST Cm /6 "0.0 36/574C7 I' /2"x 7 LVL. RIM. 1 "%0.035 5TE3(. 772.0044 STKA P. w/ MI 22 ( 2204 ROOT ANCHOR 8Y TIE DOWN e /N /,I1JEERINQ,L4C 64 -0 3 O Ed. SPACING FOUNDATION PLAN i/4 "=l( ICI I LI LNI W (2) / 60803 (61 FLAT PT 6x803'-9 In (2)4x8 PT POST 3 -q I 4x85 /6 CNU - ° v CENTER COL, FTC,. P.T. 2 x 12 ON GRADE w/ 808016 CMt! ■/ RT. 2x8 ONTOP w/ 404 POST 808x16 CMU (2)6x8 P. T, (616x8 PT 1 /2 "_ /Lc 14' -0 EA 1 i 0 I n I I l rrJ 1 1. E 1 I CEO 1 Ilia_ 1__ I n_ I I_ _ .._11511 _ EXISTING Ft JOISTS EXISTI/ICA FL RIMS "I .rra/446,nl innm,..c rw,'% 1liTrm inI'I'll u,rvrnriini91 rmrnfrrirTn3l11 /14. rminza 0 END WALL COL FIG. ( PLCS) Vz '= 5/8 "5l(IRT TO MATCH EXISTING VI /crALV 643/' 4" A LONG £•00,25 4 6d @ 12 PIfLD PT 2x4 &ACI:I14E1 C 48" 0.0, W /(2 ) CALV. 12 d. FT. 2x6 CO/-IT - 4/C7ALV /2d 0 6 v ix (2)468 PT — 428 p057. P.T. 4x CM/1 8080/6 CMU (2) 6x8 PT. xQ L0 h1,4, II P.T. 2x12'- 2-O TYPICAL END ELEV. /4 "= 1(0 O n TYP • PERIMETER FTG. I / // / -0 / F. FLOOR ELEV : � ADMIX! . 276.5 THORNDY KE 220.5 71/50//04 90.0 3/157/013/ zx8 FL JOIST 0 /G "0,C. EX /ST /N& / Vex 7 %4 , LVL RIM P.T. 4x4 POST FT. 2x8 51 828016 CMU, TYP 1. Contractor shall verify all existing structural elements and dimensions as shown in this drawing and notify the Engineer any deviations prior to the start of work. 2. hgrdmum soil bearing pressure: 1,500 psf 3. All footing shall be on native undisturbed soil, or on structural fill compacted to 95% compaction. 4. All lumber in contact with concrete shag be pressure treated 0.25# /cubic foot C.C.A. All lumber in contact with earth shall be pressure treated 0.404/cubic foot C.C.A. 5. Design coda, UEC 1994 6. Design Loads: Wind 80 mph, Exposure C Seismic Zone 3 7. All lumbar shall be Nem -Pir standard and better kiln dried, 8. Concrete masonry unit shag conform to ASTM C90, Grade N, Type I. 9. Tie -down anchor shall be capable of resisting an allowable working load equal to or exceeding 3,150 lbs. and shall be capable of withstanding a 50% overload without failure. Tie-down anchor shall be by Tie Down Engineering, Inc. or approved equal. NARA DATE SOUTH CENTRAL SCHOOL DISTRICT PORTABLE RELOCATION YALE: AS 5/4064 1rowNey : M7' 28 x 64 MODULAR CLASSROOMS TYP. FOUNDATION PLAN SECTIONS eaANNO No. WANG EM INICZRIN3, E• I 96012 -1 DATE: 5 - - 06 GENERAL NOTES DECEIVED CfrY Of NKWIIA MAY 0 3 1996 PeENT CENTER REIOSIar m ' GENERAL NOTES Contractor shall be responsible l'or removing and restoring to original condition any fencing, playground equipment. paving, sidewalk, landscaping, etc. as necessary to move portables into place and hook up utilities. Contractor shall provide and install handicap accessible ramps to meet AHJ requirements. Romps shall have smooth transition to sidewalks with an elevation differential of less than 1 /2" and shall meet all applicable code requirements. Contractor shall be responsible for connecting existing portable plumbing and shall furnish all labor and materials necessary for the connections to all l ily services. Unless otherwise noted all downspout connection lines shall be 6" min, Tight line SD pipe 51 1% min. ell existing downspouts to be connected using comes/able materials All workmanship shall he in compliance with the latest edition of the Washington State Department of Transportation .Standard Specifications. City of Tukwila codes, Val -Vae Sewer District Standards and Water District #125 standards as applicable, FILTER FABRIC FENCE NOTES The filter fabric shall be purchased in a continuous roll cut to the length of the barrier to avoid e of joints. The fence posts 011011 be .spaced when joints are necessary, filter cloth shall be spliced together only at a support pos with a m 6" overlap, and both ends securely fastened to the post. A maximum of 6 ft. apart and driven securely into the ground (minimum of 30 "). A trench shall be excavated. roughly 5" wide and 12" deep, upslope and adjacent to the wood post to allow the filter fabric to be buried. When smltdard strength titter fabric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy -duty wire staples at least I" long. lie wires or hoe rings. The wire shall extend into the trench a minimum of 4" and shall not extend more than 36" above the original ground surface. The standard strength Alter fabric shall be stapled or wired to the fence, and 20" oldie fabric shall be extended ism the trench. The fabric shall not extend more than 36" above the original ground When extra - strength filter fabric and closer post spacing are used the wire 1110511 support fence may he eliminated. In such a case, the filter fabric is stapled or wired directly to the posts. 'The trench shall be buckfilled with 3/4" min. diameter washed gravel. Filter fabric fences shall be removed 10'111 they have served their useful purpose, but not belbre the slope area has been permanently stabilized. Filter fences shall bernspened immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. EROSION /SEDIMENTATION CONTROL NOTES 1. Approval 01'11110 erasion /sedimentation conn'al (ESC) plan does not constitute an approval of permanent mad or drainage design. .. The implementation or these ESC plans and the construction maintenance, replacement. and upgrading of these ESC Itcift es is the responsibility of the contractor until all coastmcfo 1 is app oval The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field prior to construction. 1. Uurin3 the construction period, no disturbance beyond the flagged clearing limits 5111111 be permitted. The flagging shall be maintained by the contractor for the duration of constrm.tmn. CONCRETE STRENGTH 4,000 PSI MIN, (5 5-3/4 SACK( The i/SC facilities shown oil this plan nu151 be constructed in conjunction with all clearing and _radin_ a , and in ucb a manner as to insure that sediment laden water does not enter the drainage system or violate applicable water standards. 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. The ESC ihcilinies shall be inspected daily by the applicant /contractor and maintained as necessary to ensure their continued functioning. Any area stripped of vegetation, including roadway embankments, where no further work is anticipated for a period of I5 days. shell be immediately stabilized with the approved ESC methods (eg. seeding, mulching, netting, erosion blankets, etc.). Any area needing (ESC measure, not requiring immediate attention. shall he addressed within fifteen (15) days. 9. The ESC facilities on inactive sites shall be inspected and maintained a misintnun once a month or MINT, an hours following a storm event. 10. At no time shall stare than one foot of sediment he allowed to accumulate within a catch basin. All catch basins and conveyance lines shah be cleaned prior to paving. The cleating operant 1) .shall 0111 1111011 0edhnea laden water into the downstream system. 1 2 . During the 1 ' 1 7 1 1 period of November I through March, 31. all project disturbed:reas greater than 5,000 square feet that are to be left unworked for more than 12 hours shall be covered by one of the following cover measures, mulch, sodding or plastic covering. 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 pounds per acre). 15. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of two inches. DRAINAGE NOTES All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with \VSDOI' 7- 02311). This shall include levelling and compaetina the trench bottom, the top of the foundation material. and any required pipe bedding, to a uniform grade no that the entire pipe is supported by o uniformly dense unyielding base. Steel pipe s11a11 be galvanized and have asphalt treatment # 1 or better inside and outside (KCRS 7.01). All drainage structures. such as catch basins and manholes, not located within a travelled roadway or sidewalk. shall have solid locking lids. All drainage structures associated with n permanent retention /detention facility shall have solid locking lids (KCItS 7.03)_ CONSTRUCTION SEQUENCE Arrange and attend pre - construction conference. Contractor to establish building location and clearing limits f'or approval prior to clearing and grading. 1110011 filter fabric fence and straw bales per plan. Remove existing pavement. surface realms and miscellaneous items as noted and rough grade. install utilities and portables. Temporarily seed areas that would be exposed more than IT days. Final grade landscape areas pathways and parking area, pave per plan. Restore remaining disturbed :trees, reseed grass areas. Clean storm drain system. Do not 1111011. ). Remove remaining temporary erosion /sedimentation control oiler site has been stabilized and site inspector has approved the removal. BROOM FIt1ISH _ NOTE( 6. ALL STAIRS ON THE BACKS OF THE PORTABLES SHALL BE MODIFIED AS NECESSARY AND RELOCATED WITH PORTABLES. ICI 7. ALL EXISTING RAMPS SHALL BE REMOVED AND PROPERLY DISPOSED OF. EXISTING B PROPOSED GRADE 0.5' DEAD STORAGE CB I 54" CONTROL STRUCTURE (SEE DETAIL( RIK -21E1,5 IE =2 3.0 IS) IE=2 3.5 IN,NE1 THORNDYKE DETENTION SYSTEM TOOL JOINT 5' O,C. 3/16" x 1 -1 /2" DUMMY JOINT -, SIDEWALK SECTION 2" BY 2" BY I4 GA. WIRE FABRIC OR EOUIV FILTER FABRIC MATERIAL PROVIDE 3/4" - 1.5' WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 8" MIN 2" BY 4" WOOD POST ALT. STEEL FENCE POSTS FILTER FABRIC FENCE 40 LF 36" CMP S =0.00 % IE= 213.00 5' WIDE CONCRETE SIDEWALK all MIN, THICKNESS BROOM FINISH-7 I rat 1 PRE EMERGENCE HERBICIDE (APPROX. 95% COMPACTED SUBGRADE albs /2500 SO.FT) BURY BOTTOM OF FILTER II TRENCH IN 8" BY 12" k 6'MAX. 1 I u __ 2" BY 4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE 2" BY 2" BY 14 GA. WIRE / FABRIC OR EOUIV. 1 \ sEf rib 0110111111 RNAP ��• `Straltural FILL UNDER PORTABLES (WHERE NECESSAF.Y ONLY) Asphalt Detail 41 ...:-: rmTr7ii171I1i11iiiillNnnnrilrrnii f ;rmmNni∎TIlIVmritrlunmTi11 I "ate. ay. 216,0 -/ IEe215.1 DIA= U.B55"tlr 10 IE =214.6 DI 1.1.0" .ant ncx " DI LT EVAtr — .r ,or0 e iDe =oc DI 1 ma rtr1ro110 - 'H) UWOW- OETML. 2 oshpelt concrete 2" Crushed rock SATOR Mali IYPF 1 10x11 z. MILE! cin 218.5 1101 leer 10101 cououaD Parts 36" CMP r'r" 213.0 RAMP- SIDE ELEVATION �n�__�LY 1_- 10Ualr.,r I'6 53201,2,00 w RO 2 E ED EVERGREEN •, MOBILE ' ... COMPANY fi :.".: o 1/m /el SOUTH S EnTTI.E to m, ce clazsxoov s,0 0[u; 1110 1,rF x , aa1. wr. onrsrRwAtoR s [u0ioor r nr whit. sat aeumon ears OR 5 me /eetelamOe s1 �[LD a ale asnnuu nl rat esov /i b5 s rlcn tr r 1.. s /i�DO 11 0 0 ERVK 10 ClEARRICL CB 01 FLOW RESTRICTOR /OIL POLLUTION CONTROL DEVICE, TEE TYPE (FROP -T) es1 G11 INC . posf SUITE �ai. `n Mh., O„ae.m. "r service, RI souTH I.ewuA Srarc+ KAHULUI. RILLII N +96 .091 87,570I NOTES AND DETAILS DAT 5/• Ida RE v1500 ' THORNDYKE, SHOWALTER, AND TUKWILA PORTABLE RELOCATION 0 .,OF I M LA MAY 2 9 1996 PERMIT CENTER R7 a.e