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Home My WebLink AboutPermit B96-0121 - TUKWILA ELEMENTARY SCHOOL - PORTABLE 3City of Tukwila C., (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: 896-0121 Type: B-BLDG Category: SCH Address: 5939 S 149 ST Location: Parcel #: 359700-0120 Zoning: RI.72 Type Const: V-iHR Gas/Elec: Wetlands: Water: N/A Contractor License No.: ROBBICH169NQ Status: ISSUED Issued: 06/14/1996 Expires: 12/11/1996 Type of Occupancy: SCHOOL Slopes: Y Sewer: N/A TENANT TUKWILA ELEM. - PORTABLE #3 5939 S 149 ST, TUKWILA, WA 98188 OWNER 5 CENTRAL SCHOOL DIST406: 4640 S 144TH ST,,* SEATTLE WA 98168-.. CONTACT BILL SLAYBAUGH Phone: 206 454-9703 10900 N.E.:4TH STREETjt1110,- BELLEVUE, W“8004 CONTRACTOR ROBBINS.J.VCO -Phone : 206 244-1023 818 SW'142ST4-SEATTLE, WA 98166 Permit DeS,orlptiOtl - RELOCATE,:PORTABLE #3 FROM SHOWALTER MIDDLE SCHOOL TO3UKWILA:ELEMENTARY: SETBACKS Units: 1101 Front .0 Back .0 Buildings: 001 Left: .0. Right: .0 Fire Protection: DETECTORS UBC Edition: 1994 Valuation: 57,250.00 Total Permit Fee: 4.50 kkAk it CA-k* k h*.k* klck* k:kkkit*****.k.k.k.k-kkk***** 'Ick k****************************** 6 PermitentAuthorized Signature Date . . I herebycertify, that I have read and examined this permit, and know the same to be:-true and 'correct. All provisions of law and ordinances governingthis work will be complied with, whether specified .herein or not. The granting'of this permit does not presume to giveauthority to violate or cancel theprovisions of any other state Or local:laws regulating constructiono-he performan'e Of work;' I am authorized sign for and obtain this 1,16' ding perm't. '--. III , , 14 Signature:'' Date:. Print Name: __(L _S_ 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. Address: 5939 S 149 ST Suite: Tenant: TUKWILA ELEM. - POPTABLE g3 Type: B-BLDG Pacel #: 359700-0120 CIlY OF TUKWILA Permit No: E96-0121 Status: IS'LUED Applied: 05:03/1996 Issued: 06i14/1996 4 4 ,,„*.444. 44,0,444,1,44 44.444,4 9*4440.4.44 4 444.,4 * +444.444 Permit Conditions: 1. temporary erosion control measures shall be implemented a the first order of business to preventsedimentation off- site or into storm 2. The site shall have:permahent erosion control measures in place as soon as possible after final grading has been completed and:prior to the F:inal Inspection. • 3. No changes •wi11 be madetO the plans unless approVed by the Architector Engineer and thelukwila Building Division. 4. Plumbing":permits shall be obtained through the: Seattle-King County:Departmentof Publio.Health. Plumbing will be inspected by that agency, including all gas piping • 5. Electricalpermits shall through the Washington State:Division:of Labor and Industries and all eleotrioal work will be inspected by that agenov (248-6630). 6. Alit:mechanical work shall beunder permit issued be the ity of Tukwila.. • Al. reoords,Hand approved plans shalT be avallable:,at sitel:pior to the start of any* con- • struction. These documents are to•bemaintained and ab:10 until finalinspection granted. AnyexpeSed insulatiOns. backing material'shall have a Flame: SOead,Patinta of 25 or 1 e. and . materia) .shall fiCation,showing the fire performance.rating 9. All , construction to be done in conformance with approved plans requirements of the Uniform Building Code( 1994 • Edition) - as amended. Uniform Mechanical Code t1994 EditionY4 and Washington State Energy Code (1994 Edition). 10. Notify.the City of Tukwila Building Division prior to placing, any concrete. This procedure is in addition to any requirements for special - inspection. . 11. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for or an approval of any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate, or cancel the provisiOns of this code shall be valid. 12. There shall be no occupancy of the buildingts) until the final inspect, ion has been completed by the Tukwila Euilding Inspector. 5,4iot:SYCs'S,d{SAcui1w3 '. C" DEP 7iME �.� r .: k +'.LAS } v'•,Y,Kr L J D T gt N 4 c ��? vr,'. `�y �' 1 11 * E } RR'OV ; 2 'H .r " "i,`v .: `::':4=.:':iu' , :+3,iYll:.i /� ".+ wit.:: �.�wa.l ys } rk ry . �i,'. 2iH' � « , � � � { EQ.UIR /3:COMMENT '.. . ; :� T ;, :►axa,,,,,,,,, ,,, -, �4,, x?.ti o..yt,y -.t, i, - :, A i t ,. . R Plan Review Meeting _�_� ..._a_b 2nd NOTIFICATION 5 INIT: BY: (init.) ,,, BUILDING - initial review 3RD NOTIFICATION \NONSULTANT: Cc SSe J Pa 5.5-e (ROUTED) Date Sent - Date Approved - Approved - (FIRE y-- c b I - q (o =IREPROTECTION: O Sprinklers g Detectors N/A "IRE DEPT. LETTER DATED: 5 f 1 j9 4, INSPECTOR: NI O .WLANNING ''7S..r� L ZONING: PAR /LANDUSECONDITIONS? OYes O No DEFERENCE FILE NOS.: NIT' MINIMUMSETBACKS: N- S- E- W- 'f, PUBLIC WORKS • j �' 1%-UW � j b ct UTILITYPERMITSREQUIRED? A Yes 0 No f UBLICWORKSLETTERDATED: !Qc NIT: I4t 1 p-efmt Pp � S-- - qL' - -- 3 BUILDING - final review � 0 / _ i 7 _ t- / TYPEOFt°ONSTRUCTION: v - 1 V P . , _ CERT.OFOCCUPANCY? Oyes gallo UBC EDITION (year): C C C \ INIT: K- -'- BUILDING OFFICIAL / (f-,-.17.,-Lit,, ('/ b ' INIT: --y( AMOUNT OWING: 4q.So CONTACTED 1 ^ (�� f �, A 2660 4, 1 Q. f L M DATE NOTIFIED BY: nit.) (i ..._a_b 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. REVIEW COMPLETED CITY OF TUKWILA k Department of Community Development - Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PROJECT NAME — T Kwito._ C.lPm. SITE ADDRESS Sq c\ 5 1` t ct 3- SUITE NO. 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. 02/15/96 DESCRIPTION I AMOUNT RCPT # DATE BUILDING PERMIT FEE W 0■}∎( _ TYPE OF 0 New Building U Addition O Tenant Improvement (commercial) EF Demolition building) WORK: O Rack Storage O Reroof 0 Remodel (residential) 1) Other: PORTABL BUILDING DESCRIBE WORK TO BE DONE: RELOCATE PORTABLE #3 FROM SHOWALTER MIDDLE SCHOOL TO TUKWILA ELEMENTARY. PLAN CHECK FEE I WOAVe BUILDING SURCHARGE WILL THERE BE A CHANGE IN USE? (K No O 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? __. No L Yes IF YES, EXPLAIN: I FIRE PROTECTION FEATURES: (1 Sprinklers XX) Automatic Fire Alarm System OTHER: PROPERTY OWNER SOUTH CENTRAL SCHOOL DISTRICT ; PHONE 901 -8000 ADDRESS 4640 SO. 144TH STREET, TUKWILA, WA TOTAL - I U .O CONTRACTOR PHONE SITE ADDRESS SUITE # 5939 SO. 149TH STREET, TUKWILA, WA VALUE OF CONSTRUCTION - $ 57,250 PROJECT NAME/TENANT TUKWILA - PORTABLE #3 ASSESSOR ACCOUNT # -- +"fr96'3 8 ' aO �a _ TYPE OF 0 New Building U Addition O Tenant Improvement (commercial) EF Demolition building) WORK: O Rack Storage O Reroof 0 Remodel (residential) 1) Other: PORTABL BUILDING DESCRIBE WORK TO BE DONE: RELOCATE PORTABLE #3 FROM SHOWALTER MIDDLE SCHOOL TO TUKWILA ELEMENTARY. BUILDING USE (office, warehouse, etc.) CLASSROOM NATURE OF BUSINESS: SCHOOL WILL THERE BE A CHANGE IN USE? (K No O 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? __. No L Yes IF YES, EXPLAIN: I FIRE PROTECTION FEATURES: (1 Sprinklers XX) Automatic Fire Alarm System PROPERTY OWNER SOUTH CENTRAL SCHOOL DISTRICT ; PHONE 901 -8000 ADDRESS 4640 SO. 144TH STREET, TUKWILA, WA ZIP 98168 CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE= EXP. DATE ARCHITECT PHONE ADDRESS IZIP I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT, AND I A AUTHORIZED TO . PPLY F• - THIS PERMIT. BUILDING OWNER :SIGNATURE i / DATE OR I — — - L. PRINT NAME PHONE AUTHORIZED BILL SLAYBAUGH , 454 -9703 AGENT 1ADDRESS 10900 NE 4TH STREET, STE. 1110 �CITY2IP BELLEVUE /98004 CONTACT PERSON BILL SLAYBAUGH - HEERY PHONE 454 -9703 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER • ( 0). O CATI !.f'I'N nF .i QUT < IOMI J- . £TEL Y BUILDINL PERMIT APPLICATION APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit 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 5 DATE APPLICATION EXPIRES l I - R0 IQ/ 22i tij .OMMERCIAL JEW COMMERCIAL BUILDINGS /ADDITIONS I Completed building permit application (one for each structure) • Assessor Account Number Two sets (2) of true following: Specifications Structural calculations stamped by a Washington State licensed - engineer - Soils report stamped by a Washington State licensed engineer Topographical survey - Energy calculations stamped by a Washington State licensed engineer or architect Legal description 1 Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil drawings . • Landscape plan j Completed utility permit application (one for entire project) Six (6) sets of civil drawings JTE: See utility permit a :opfi:ation and checklist for specific .r , vita ` requirement:. STORAGE Completed building permit application Assessor Account Number Twc (2i sets of plans, which include: 7:,iidinc floor plan. showing: • Entire space where rucks will be located • Exit odors • Dimensions of all aisles. Tenant space f:cor plan showing rack storage layout. aisles and exits. Include dimensions of racr;s (height, width and length), aisles exi: tray's on clan. - Structural calculations stamped by a Washington State licensed - engineer (rack storage 6' and over). RESIDENTUAL '<EW SINGLE - FAMILY DWELLINGS;ADDITIONS Completed building permit application (one for each structure) Leda! Description I Assessor Account Number Two sets (2) of working drawings, which include: SUBiIIIITTAL CHECKLieT • Site plan (On plan, show closest hydrant location. • Foundation plan Include access rc 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 7 Completed utility permit application 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: I Site plan. • Location of tenant spt'ce • Existing and proposed parking • Landscape plan (if applicable, i.e., change of use) 7 Overall building plan 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. Construction details • Cross sections showing wall construction and method of attachment for floor and ceiling. j l 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 - Narrative describing existing roof, materia; oein: removed, anc — material being installed, NOTE: A certification letter is required prior to final inspection and si: n- off of the permit. AN T ENNA/SATELLITE DISHES • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square footage Completed buiid:ng oerit cppLca :ion (one to: each structure' Assessor Account Numoer Completed building permit arutication Assessor Account Number Two (2) sets of plans, which include: Sete Plan (showing building and locator, 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) 7 1 Assessor Account Number Two (2) sets of working drawings, which include: • Site plan • Foundation plan • Floor plan • Roof plan • Building elevations (all views) • Building cross - section . • Structural framing plans NOTE: If any utility work is to be done provide utility permit application a nd plans must be submitted. . REROOFS Completed building permit application (one for each structure) Assessor Account Number i Narrative describing existing roof, material being removed, and material being installed. NOTE: A certification letter is re 'sired prior to final inspection and sign - off of the permit. Project Name Address City of Tukwila John W. Rants, Mayor Fire Department TQRNILA FIRS IMPARTMENT FINAL APPROVAL FORM r�- .59-39 .. ,��9 s . Retain current inspection schedule Needs shift inspection Y Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: (.L Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authoried Signature Permit No. i9( C 0 FINALAPP.FRM T.F.D. Form F.P. 85 Thomas P. Keefe, Are Chief Suite # ?b/9( Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax- (206) 575.4439 Account Code 0O(.' /; :336 ,;'9(i4 f *k *k* *k *k *k* * 'A* ** k* * ***k:•hk *•A•kAk**4. **.k*A Eck *k*A*A.*k*•h*1:*kk•A *kk CITY OF TUKWILA, NA 1''?q �O TUANSMIT * * *k * * * *k ***.N *k * ** *•k+* * * * * *A •h *A *A ** * *A *•k *k *d * * *A—A* *A* * ** TUINSMIT Number: 96004268 Amount: 4.50 06/14/96 11:50 Payment Method: CHECK Notation: SOUTH CENTRAL Iriit: SLI? 0 Permit Na: I396-0121 Type: B- BLDG BUILDING PERMIT Parcel No: 359700-0120 Site Address: 5939 S 1419 ST Total Fees: 4.50 This Payment 4.50 Total ALL Pmts: 4.50 Balance: .00 * A* k** k * * ** * * *A•4 ** *A * *A *k *•k *k•A* *a ** *kit* **hh *••h * *k *A * * *•k *k* * *, k *k•A Description Amount S'4A•4E BUILDING SUF?CF1 R3E 4.5(} X51% ( flI9( Project: - 41M,L Type of inspection i AJtE s, S 1 , t s 6 . 1 .— `� Date called: 61 _ 13 _% eal instructions: pd /<' ""'D i Date wanted: asr Requestey go( 1i Phone No.: (4 r !O "1 1 INSPECT •N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: Date $42.00 REINSPECTION PEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit I I smormssoranumonammmereenwt t. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Project: --- t--- Type of inspection: Address: Date called: Special instructions: p e s 61e. Date wanted: / "` Requester: Phone No.: reogy.,:c%Ta.v,C: , 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. COMMENTS: Inspector: I OA ERMIT NO. (206) 431 -3670 Corrections required prior to approval. 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: Project: `�,� W 1 t. kk IC .ta E..t 1r'n . Type of inspection: �.x 1' - Vve al. Address: 59 31 S_ Ng -- Date called: a.m. p.m. Special instructions: Date wanted: } 1 akt Requester: Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: O %). e t - Z c 1 1 1 . 1 c _ Flom_ . Approved per applicable codes. Inspector: I • PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: Is ) 9• $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: Project � t La- P m . Type of inspection: R I.) G F 1 Address �y 3 I Li 51 ..., `T Date called: S ecial instructions: " lttf2.-� PWq (D - as I m °L Date wanted: a.m. Vim. Requester: Phone No.: 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ✓ I Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit di rivrtktve Corrections required prior to approval. Date: 2x (206) 431 -3670 $42.00 REIKSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of inspec ion,_ OS Address: Date called: Special instructions: 1 Date wanted: /2-4 f (pi. Requester: Phone No.: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. CO ENTS: 1(9 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: 6 Date: 764/9 $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: Project: Type of inspection Addres : Date called: Special instruct' ns: -3,..._ Date wanted: Requester: Phone No.: r- - -,...,...,.......,.,...,. r..+, x�na »,"r.. «asazn�rxct rac�sagG «^ . L• �rnmr»,:. x•::': i&" xf7CS +:G."T? COMMENTS: Inspector: 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. 14 Corrections required prior to approval. A.sia.P � 4en6u-e-,ede fov $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. (206) 431 -3670 Date: 7. 23_96 JGrs a4:� %.A..a_.. . • COMMENTS: "I cl'AcA_.alt-1.- -SLA1 6PrinCa A r Type of inspectioh": ALI 014 it — Nsis -rn ors cuss 71t1 4 ricIttit i ift k• L —WT 11=4S- gt.'S u L.7rs, 4f /4 fro 12. ts TIA-Z-srls. A r4.19 IVA c-•• 01 c.Tv fin t4- TA wiltICI , 1•1i2., i iltaucc - 7 tri A 4 C7 /1A-Se el-% Ginic.02.e9 A e Po-S r ---. 1 ‘k 4 ADos.JG A PP i Tu NAL— Atl CMILS A ' 14A Requester: )AL- ..0i- NAT i2.-Z-Y LAC 4T A rl CliDit-S 13e A 00 2 - S' Aw Ni r4 1 T\-- At cti-NLS , s APozow ft...:v ‘z, 1 tlAs vo-L. 6f •S v. 6 eri 1 r9 - 7) - OA ' Cc T Li F-02_ Aeprzzv&i....: , Pr , _i-vz, (.., MAL- tb a-VA Type of inspectioh": ALI 014 it — Nsis Address: Date called: Special instructions: SP••••-)AL. 71•14,60-.4•Cmi,..e Date wanted: 'a.m. p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. Inspector: a/C/.1.7.) ( 32__ • Date: 7 0 / 0 (0 1 INSPECTION RECORD niSc14 • 0113 Retain a copy with permit - ro - t)i PERMIT NO. I I (206) 431-3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ' ss, COMMENTS: Type of inspection:. D IS c..f c Q Q M CE (L,_ cA- I oA S A/A C (+c7a..r IJ( g..G 6A -o/ 4^) 12,,p, --,,v, P 0 r JC l , Ste-1 .12n ABC , P .i F A F (p M) C -A ( 1 , Special instructions: a ,`j 7.k.--)4.... 2 12•4— fie ,;. .11 t,dL ..r Date wanted: • = - '/ !.- a.m r pm. Requester: j) i,c c -.. Phone No.: ° j(1 - (6! 4.:> Project: r Type of inspection:. Address: Date called: Special instructions: a ,`j 7.k.--)4.... 2 12•4— fie ,;. .11 t,dL ..r Date wanted: • = - '/ !.- a.m r pm. Requester: j) i,c c -.. Phone No.: ° j(1 - (6! 4.:> 1.3'N .O, INSPECTION RECORD Retain a copy with permit 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. PERMIT NO. Corrections required prior to approval. Inspector ( 7.. C. Date: [ 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: Permit No: Status: Parcel No: Site Address: Location: Start Time: End Time: ENANT WNER NGINEER ONTACT I:._,ued By: PW96 -0111 ISSUED 359700 -0101 Inspector Signature MOVING AN OVERSIZED LOAD I:._.ue Date: Approval Letter: Expires: 59 S 149 S /PORTABLE #1 & #3 09:00 Bond Number: 142248422 12 :00 TUKWILA ELEMENTARY SCHOOL 5939 S 149 ST. TUKWILA • WA._98168 SOUTHCENTRAL 'SCHOOL -:DITR I:CT;(•. 4640 S 144 ST, : ,TUKWILA"WA 98163 URBAN DESIGN INC Phone: 611 MARI;ET;ST `k:hRF;L`'AND 4,'A'; 931 :33 `..,' . BILL 'ILA•YBA1iGH. ;., ; `L;;; Phone: u 1 0900 .NE;J4 TH 'ST STE. ' t BELLEVUE WA•" 98.004 ;, t`. •k.•A "A. k •k •k k 'k 'k •k. •k' * •A •k •k •k •f •k. R : k w • •k ? 'k 'k .A •k 'A •k •k - *•*. k •k 'k 'A F 'A •k ,; k. A * •k •k :k •k k •A "A k i A k A 'k "k 'k k O. Vi ad ►-'C, h e.k 1: F.e e : r ,, r t l O p Fee�, `t +' J � r ,' 00 Other +y Fee': ''. 1w ,'' 1 .`llq '.1.1,' 11T TAL FEE'S, {, : R . : c ` + ,� ` ' t � .•co "i . : • c k •k k;k.;k k ' k •k;k 'k •k •k •k ,k 'k: k •k •A •k •A * •k • , k •A .t 'A * •k •k •A •k 'A •k •k 'k •k * •A •k i •k •k 'k k .'A •k • A •A 'k • •A' k 'A •A 'A •k k :A k •k k k if ,i map in re'ii`` app'l::ie: toy" per'mi.ssion to perform h attached 1 anc, 4 with the" tol- lo><li cor►di t ons : r �, � •s 1- Flagiplig, contriV. - t 2- Cont tal.tor signing andr`i��iri'irlq •=•gall b:e,•in 'ac:cordance v:'ith''. traffic : � ,pt o.v..j_tiie• cer i ; t l p i t . or trail is cm tvo1 '.��, ) t h, r w�i . e. c,1'e a n/ .t.r. ea t.• t.4i }the "t:�ction �t Ftrbl;'iclWor•k:^ each arrd hail ing__r• }:t (rit 'til usWini; - 'el lowed? . ,•�.` "``.� I ,i 4- Noti night' v ci i t v `yin_pect'ar;'t►rt � o r y ee Y� n ate oi,tr•idav pre�edihn an�� l:.errd 4:c ►: {: 5- Permit' ,v liid' etween` .therweeday.'hctur;^'•• ' 7 00 a. iii aind 3 :3i1ap.m. only. 6- Clcan \a', d lt2 .iuiive odebris. from city \cer.ch ba- in yin and a 6un�'i Ba ino routes. 7r•ov i d cl - '; ,ode ua a ,temporary access a.' "t�c?C t.o inr.e'r•fer'e wit"h 7- P vrhicl movement�,or -'' cat :.e •trucks to travel' :OJer• �••cur'bs. 3- All veh, .�e: must make complete :top 'pri.i6 ro` publ Ic right- of -way. MOVI:fjG \ , OVERSIZ.ED PORTABLE #3 RELOCATION" • FROM \N7WALTER'MIB"BLE� SCHOOL . ... •k •k •k k •k 'k •A •k 'Via k Alt •k :k `k 'Ikk •A •k ;+t •M . k t •k 'k •k •k 'k •k •k •A •k •k k •k •k •k 14** 'k "k •k •k 'A 'k •k •k **A •A •A •k • l r •k •k 4-kick 'A •A k •k 'k 'k 'A k A A •k * * 'A 'k :A * S'i; THE APPLICANT MU.,..NOTIFY THE IN'SP"ECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24`` IQUR5 IN ADVANC:E'.*433- 0179. Date Phone: 206 901- 3000 Phone: 206 901-3000 206 822- 4886 206 454 -9703 I'I(0-17-0, O C I 1 06/25/1996 06/25/1996 08124/1996 Siiinatur•e: _ _ _ /1_471¢. ,i•� Date: .S Zfrn k •A •k k k •k k ' k ' k • A ' k •k k •k 'k • k k k k 'k k �r k k'k 'k ,* •k ' A • k •k • k •k 'A •k k •k •k ' A •k k k ' k 'k ' k •k •k •k •• k • k •k ' k •k • k : t • k k •k •k ' k k •A •k •k ' k k A k k •k ••1 ' k ' A % APPROVED FOR ISSUANCE" BY: . JS . �lu rie .$ Authorized Per 1iSit Center Signature Date k 'A• •k •k •k k 'A ;k •A• •k 'k •A •k •k •k * •k 'k •k * •k .0k k k A k k k k •k •k •k •k k •k 'k :A 'k 'k •k A 'k •k * •k k •k •k •k •k •k •k •k •k •k •A •k •k 'k •k •k •k •k k 'k 'k 'k •k 'k •k k 'k A k * k I hereby cer't'ify that the permit holder whose name and address appear_ this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: on City of Tukwila 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 Instal l : PCOM Number of Units: 000 New SO FT: Contractor License No: 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 E GINEER URBAN DESIGN INC Phone: 206 822 -4886 611 MARKET ST, KIRKLAND WA 98033 C4.7 BILL SLAYBAUGH Phone: 206 454 -9703 10900 NE 4TH ST STE 1110, BELLEVUE WA 98004 Description: INSTALLATION OF SANITARY SIDE SEWER A • Ak kkkAk**** kAk•k kAkkkkkkkkkk* kkk******•*****k kk* kk kkkkk *kkk* * *•k*kkk*•**k•k•kk **•kk* 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 AAAAAAAAAAkA kkkkkkkkAkkAkkkkkA kAkkk**• k*** k* k** k* A *kkkkkkkk *Ak *kkkkkk * * * ** * * *• * ** 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 C.LAIMS ARISING AS A RESULT OF THIS PROJECT.PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE ;••ERMIT THROUGH THE CITY OF TUKWILA AT AN ADDITIONAL FEE. APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAST 24 KW S IN ADVANCE. FOR AN INSPECTION CALL 4 -0179. ignature• - -- � : -tom �( Date: Company: Title: • k AAAA A k A A Ak A* kkkkkkkkkkkkkAAAAkkkkkkk* k* kkkAkkkk *** **k * **kkkk*** ** *•k **k * *•k ** APPROVED FOR ISSUANCE BY: JJS Issued 3y: LtL SANITARY SIDE SEWER Issued: 06/27/1996 Approval Letter: 06/04/1996 Expires: 12/24/1996 Watercourse: Slopes: N Sewer: N/A Exist SO FT: Add SQ FT: 41/try 9-7 I )14 (206) 431 -3670 Authorized Permit Center Signature Date 4 4 A A AA A AAAA AAAA*AAAAA*AAkk A AAkkkkAAAAAAWAkkAAkk' k •k*k•kk*****k•k* *k * ****•k * * **** hereby certify that the permit holder whose name and address appears on z_nis record has satisfactorily met the standards and conditions for side newel' ochstruction. Final inspection Approved: .:Ispect.",• iynature Date •t., Address: 5939 5 149 ST Permit No: PW96 -0112 Suite. Tenant: TUKWILA ELEMENTARY SCHOOL, Status: ISSUED Type: PW -SSS Applied: 05/08/1996 Parcel 1: 359700 -010] Issued: 06/27/1996 * *•A * * * * * * * * * * * * * * * * *•A* *• A * * * * * *•A•A * * * *•A *•A'A * * *'A•A*** A ** *•A•A A*•A•A * *•A'A *•A * *** * *•A * * ** Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business.wto--plz event sedimentation off - s i t e or i n to ex i s t i n , to�r. agehis�aCi•1 „M ies . 2 The site shall have "p 'er'ii0ien t egos i an"'cont a >l�.,measures in place as soon a sI+lp s i b 1 e a "per• f 1:na l grading has been completed an f; efbr t`b ' th F i'na 1.tAspect'f o,ll . ''` �; { , t,1 §'S A13a1 * 0 V 0 06 ii, _ L } ii � l L �D .\ ii 0 47 • M S q• } a . % iii i,r r r f i • ...1 d !'F. t�' �9�. . t! L4 Vi.4 CITY OF TUKWILA Permit No: PW96 -0113 Issued: 06/27/1996 Status: ISUED Approval Letter: 06/04/1996 Project: TUKWILA ELEM. Expires: 12/24/1996 Site Address: 59 S 149 ST Location: 5939 'S 149 ST /PORTABLE lit & *3 Parcel 4: 359700 -0101 Watercourse: Wetlands: Slopes: N Sewer: NJA Water: N/A Contractor License No.: TENANT TUKWILA ELEMENTARY SCHOOL Phone: 206 901 -3000 5939 S 149 ST, TUK:WILA WA 98163 OWNER SOUTHCENTRAL SCHOOL DISTRICT Phone: 206 901 -8000 4640 S 144 ST, TUKWILA WA 98163 ENGINEER URBAN DESIGN INC Phone: 206 322 -4836 611 MARKET ST, .KIR6::LAND 'WA 930 CONTACT BILL 'SLAYBAUGH Phone: 206 454 -9703 10900 NE 4TH ST STE 1110, BELLEVUE WA 98004 k k' k k***' A k' k***'4*** k' A' k A*A *'k **r *•A•k'k•k*kk k* kkk* **'k * ** ** k* **'A ******•kA* * k Additional Permi,t.Description: STORM DRAINAGE : FOR PORTABLE t1 , &; t3 Existing Square Feet: Additional Square Feet: New Square Feet: Inspection Fee: P l a n Check, Fee: TOTAL FEES: .00' King County iValuation :, .. Value of Construction: .00 ' k*' k**' k' k• k*' k• k;*' A' k*'k' k• k•*** k.A' k• A**' A' k• k**'***• k• k**' k*• k' A*** k*' A' A' k* k**• kk•k**'k•A•k ***•k'k*'A*kk *'k *** I hereby ;accept this permit ,and. agree to abide all applicable Sections of the City of Tukwila Municipal: Code. , agree• that the City of Tukwila shall be held harmless forall or any' claims arising as a result of this project. Permits which have lapsed beyond the expiration date shall require a re-application and re i ssuance of the permit through the C i t y at an a d d i t i o n a l fee. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR'OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS. IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433 -0179. Signature:__ kkkkkk*k ** **4 **;;;*7.1i Date: APPROVED FOR ISSUANCE BY: JJS Issued Bv: f�lbD » Date: ht 27, STORM DRAINAGE Final Inspection Approved: Inspector Signature Date -0120 X16 -0121 .00 Acct No: 412/342.400 .00 Acct No: 000/345.330 **• k4• k*• k**' 4' k*• A' k' A*• k****' k• k*• A*' k *'k** *'k *'k'k'k **•k**•k'A41*•k* 4* k k k•k•k* Authorized Permit 'Center 'Signature •k*•k k k' k*• k**' A**• k' k*• k*' k• k• k• k' k• k' k• k*' k• k*• k**• k' k*• k' k• kk• k• k' k• k•k•k *•A* k***•k•k•k*•k'k • k*'.t k•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. • ( CITY OF TUKWILA FEES: Regular Connection: Install Deposit: P lan Check: ,Inspection: ;Turn• On Fee: Special;Connect O ther Fees: TOTAL FEES: Issued By: • Btlt• 01O,017'7 City of Tukwila (_ (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT 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: Slopes:N Water Dist: N/A Sewer Dist: N/A Type: SCH No of Units: 000 Contractor License Number: TENANT TUKWILA ELEMENTARY SCHOOL 5939 S 149 ST, TUKWILA WA 98168 OWNER SOUTCENTRAL SCHOOL DISTRICT 4640 S 144 ST, TUKWILA WA 98168 ENGINEER URBAN DESIGN INC 611 MARKET ST, KIRKLAND WA 98033 CONTACT BILL SLAYBAUGH Phone: 206 454 -9703 40900 NE 4TH ST'STE 1110, BELLEVUE WA 98004 * * *********** * * * * * * * * * * * *** * * * * * * * *** *** * ** k ** ** ** k ** ** * * * ** * * ** **** *** ** ** 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 Inspector Signature Date Issued: 06/27/1996 Approval Letter: 06/04/1996 Expires: 08/26/1996 Square Feet: Phone: 206 901 -8000 Phone: 206 901 -8000 Phone: 206 822 -4886 Type: 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 .00 .00 . 00 . 00 . 00 00 ;:00 .00 : *******************************•*************** * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** I understand that the charge for the meter installation portlon,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 wilt 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 I.E T 24 HO RS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature:_ � �. - - Title: Company: Date: ** kk** k******************************** k***********' * * * *•k' *•k *'k * * *'k * * *' ** * * **'** APPROVED FOR ISSUANCE: JJS Authorized Permit Center Signature Date k* k****************** kk************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** 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. Final Inspection Approved By: TO: FROM: DATE: SUBJECT: City of Tukwila PW96 -0112 Sanitary Side Sewer PW96 -0113 Storm Drainage PW96 -0114 Water Connection Department of Public. Works 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- 0120,1)x:1,1 Activity No.: PW96 -0112, 0113, 0114 Contact Person: Mr. Bill Slaybaugh Phone: (206) 454 -9703 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) 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 PW96 -0111 Moving an Oversized Load NO FEE John W. Rants, Mayor Ross A. Earnst, P. E., Director 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.) 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) 431-3665 • CNA INSURANCE COMPANIES CNA Plaza, Chicago, Illinois 60885 Robbins & Co. House Moving, Inc. For All the Commitmcnts You Make r r, .: ?Xi la i7.. c: Ci.? tYr OdtrOZ.V40151::'.75+?'tv..M.retn Str >Yifir:10: ,FtRi "; rt"n•, ;w ,q;+aY xiir f:?m rr•."'""7?, i'�a. „, `,�' J ': C CITY OF TUKWILA HOUSE MOVER'S PERMIT BOND Bond No. 142248422 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. Continental Casualty Company By:A Brenda K. Agustin, or• - ' , fact CNA Continental Casualty Comp,. y CNA For AU 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, Washin. ton 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 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, bonds, 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, 1593. "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. • G . a - In Unlimited Amounts E1- 23142 -8 Robert E. Ayo 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 have hereunto subscribed my name and affixed the seal of the said Company this 18 day of June , 1996, Assistant Secretary A 4 •11� ni C. F1 , •-r'O .V , A 1 _ h • ' 4 . 4 ,... y . !.ti4 DA ' s ' 2/5196 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MCRORY & COMPANY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HARMAN & MCRORY COMPANY HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 146 N CANAL ST, SUITE 220 SEATTLE, WA 98103 COMPANIES AFFORDING COVERAGE COMPANY A TRADERS & GENERAL INSURANCE COMPANY INSURED ROBBINS & COMPANY HOUSEMOVING, INC. 818 SW 142ND SEATTLE, WA 98166 COMPANY B COMPANY C COMPANY D - . , " •' `,_ - ' —" -- 1 4 :SA-0s:.i -rib, ..iri -P si " . ,C' 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 POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. BEEN REDUCED BY PAID CLAIMS. ;COXI - 'G ES _')n:. .-•L . • THIS 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 CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF£CTIV£ , DATE (MM/DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY . !� I CMP9424193 02 -26-96 02 -26 -97 GENERAL AGGREGATE S 2,000,000 PRODUCTS • COMP/OP AGG S 2,000,000 PERSONAL 6 ADV INJURY S 1,000,000 CLAIMS MADE OCCUR ; EACH OCCURRENCE I $ 1,000,000 _ OWNER'S & CONTRACTOR'S PROT` FIRE DAMAGE (Any one fire) S 50,000 MED EXP (Any one person) S 5.000 • A AUTOMOBILE X X LIABILITY ANY AUTO •CMP9424193 ALL OWNED AUTOS SCHEDULED AUTOS • HIRED AUTOS NON OWNED AUTOS ' • 02-26-96 02 -26 -97 COMBINED SINGLE LIMIT S 1,000,000 BODILY INJURY (FL' person) BODILY INJURY (Per accident) ' s PROPERTY DAMAGE S I GARAGE 1 I LIABILRY I ANY AUTO AUTO ONLY • EA ACCIDENT S OTHER THAN AUTO ONLY: EACH ACCIDENT S AGGREGATE i S EXCESS LIABILITY — 1 UMBRELLA FORM 71 OTHER THAN UMBRELLA FORM EACH OCCURRENCE S AGGREGATE $ S j WCRKEP.'S COMPENSATION AND I I EMPLOYERS' LIABILITY THE PROPRIETOR! �� INCL I PARTNERS /EXECUTIVE '-1 I OFFICERS ARE: I I EXCL I I , STATUTORY LIMITS EACH ACCIDENT i S DISEASE - POLICY LIMIT I S DISEASE - EACH EMPLOYEE 1 S OTHER I . I I • DESCRIPTION OF OPERATIONSILOCAT IONS$VEHICLESISPECIAL ITEMS CERTIFICATE HOLDER IS ADDITIONAL INSURED AS RESPECTS THEIR INTEREST IN THE OPERATIONS OF THE NAMED INSURED CERTIFJCATE'HOLD `s i ?'+ " ` " MOW 'a '• ;•: .bra;;. :.: wi i ; ;, Y �. ;;: CITY OF TUKWILA 6300 SOUTHCENTER BLVD. #100 TULWILA, WA 98188 ATTN: DENNIS ACORD. 5 S (3193) ,�' 7 0, ; 4: ti ,_ - -' ='- ,I,:.. _ ;.:i ' , .,•:,;-• _ .3,: - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 45 DAYS ' I?TEN NOTICE TO THE CERTIFICATE HOLDERNAMEb 0 t I LEFT, BUT FAILU • MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF Y 0 UPON THE COMPANY ITS AGENTS OR REPRESENTATIVES. AUTH• : • • PRESENTATIVE G ��,� ��: i• i.� ct - •••.•,::-,-;;;.7., '; "::y ; :-: . Q • `..: •1*r"t© 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: SheWe, C tyot~ Tukwila Fax #: 431 - 3671 • • ' : Date: 06/17/96 , " Mailed to: From: Donna Permit Request, 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' I Width: 28' i Length: 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. ''-';P '3VED PER PUBLIC WORKS P DATED 6.2a6 W JUN 17 '96 13:50 ROBBINS' ;77»x'. ".n r'.'isd':tt>a`> n ?'r °S.k".`.xz.,'is F' ri" i' F, ti•.;'." ri' S{[.`-,'. ''fi.'4f?.'.r:;'N"x- ".tzgxt:N:' ; +n, P.2/4 rs JUN 17 '96 13:51 ROBBINS' P.4 /4 P ROVED PER . PUBLIC WORKS LETTER DA1`ED P16 tif0( 2tt'Y.*ts:'S�U. 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. Iproject:No :'tPRE96 =009 Activity Nos.: PW96 -0207 Contact: Ms. Donna Rogers Phone: (206) 2444023 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 any Oversized Load 25.00 Total: $25.00 : + Ifi; a` "r4°;r'rw�i,�,�f�,i',J, >,r, yF, : Ross A. Eamst, P. E., Director Two copies of the confirmed Utility Permit Application Form are attached for inclusion in the permit file. 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) -o17-0, 0121 i 0122 on ou( John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone:. (206) 433 -0179 •Fax /2061 �1 -3 6M - <hNEREBY:CERTIF:Y >T l'HAV.E READ.<:. SAPPLICATION:<A KNOW : THE > SAME :T O.. > TRU <AND CORRECT; Applicant/Authorized ' .' 1.11. r-• �i. - -_ At_... / Contact Person n.m- S Print Name i" _ � i3f Pe' • "vr Address:ly 110 ,tie '4 6 ST .,tra 7/70 Dater 6(' 9 (_ Phone: - • --4 70 v „e• CO — 9gocl Phone: S)¢-e'lgE Date Application Accepted: - ' 5 - ct ( Date Application Expires: ' Address: 5(21 5 . I 'i' --• T� w 1 Irk UJ P 9SJ (o � G NF ; OR'A T O:t Name of Project: Tt t_ . v1► \ E em en+cL Property Owner: .Sot,r rev- __A-L sG 14 001 _ Street Address: t/( Lib , � Li t f '}'t” a+. Engineer: Ur hax\ T25 Ct r1 (, Street Address: (0 II Mr (k +` 5+ Contractor: Street Address: King Cty Assessor Acct #: Contractor's License #: U EST: 61061% jaw qG -o l l 2 Pwgb -0n3 PiA%-o114 cat MISCELAN,E € lNFORMATI _ SCRIPT( ;OF; P ❑ Multiple - Family Dwelling ,�{ No. of Units: 1s Commercial/Industrial City of Tu'A. vita Central Permit Syo um - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 P�nl�i6 -oi12 UTILITY PERMIT APPLICATION ©/�¢ ❑ Channelization /Striping /Signing ❑ Curb Cut/Access/Sidewalk ❑ Fire Loop/Hydr. (main to vault) - No.: • ❑ Flood Zone Control ❑ Hauling IS( Land Altering l 0 cubic yards ❑ Landscape Irrigation 121 Moving an Oversized Load Est. start/end times: 31Ai12 t 5 , Ic■`t b Date: Z' u.AP, 22 , G c i In A Sanitary Side Sewer - No.: j (Iu pvc ) Name: Street Address: Name: Street Address: ❑ Water ❑ Sewer ❑ Metro ❑ Standby ❑ Hotel ❑ Motel ❑ Office ❑ Retail [j New Building Square Footage: King County Assessor's valuation of existing structures: ❑ Single - Family Residential ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Remodel/ Addition $ Application I T? t S rQ I - Phone No.: 901.-PooQ City /State/Zip: TLL , IQ kJ A- 9F3 / (G Phone No.: ‘,2U& ejZZ gB(D City/State/Zip: Kr .I Ck vi(t. W A Q ¢)C Phone No.: City/State/Zip: ❑ Sewer Main Extension ❑ Private ❑ Public % Storm Drainage Sizes: ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt: - No.: Sizes' Deduct '❑ Water Only ❑ ❑ Water Meter / Permanent - No • _ Sizes• ❑ Water Meter /Temporary: - No • _____ Sizes• Estimated quantity: Schedule: Other: Loci_ -cr. -u1/4.p ❑ Apartments ❑ Condominiums ❑ Church ❑ Hospital Phone No.: City/State/Zip: Phone No.: City/State/Zip: coci ❑ Other: Phone: (206) 433 - 0179 Exp. Date: R MAY - 3 145 .School /Qq IglhO�__ ity ❑ Other: l�K Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ 04/22/92 WANG ENGINLRING " " - 4114 l'AGEJ SUBJECT ........ e•OoliOa ... ...... ' CONSULTING ENGINEERS DATE loalt BY __Ara CHECKIE0 BY ... .............. ..... ••• ...... •• ...... .• ..... •• •. • ..... ...... ...... ...... : RI .. • ....... •• . • • (t•o PROJECT 4 Cri-Ilf (.5e./04)11).111 ..... .1•••• . 1 1 i . ). . I I . i 1 .., • 4 - t - .1. • . i . rit . .4 rttl ( r f ;1 % / 01 .I ) 1 1 t 'I , 1 6. • , ' • I 1 ; lig' 1 0 Od- t.i e.. 4 _ , ie'r (1..rgAe , r , , , i I f e' l I i . 1 r e /. 1. -- . ..j .. ... 1 ... 1 ... 1 .4 • ' I ti A 1 1 1 . t l i A . . 1 . i . e , "61 , ` ot i t , x i d t ? 1 1 , . i 1 i I I 1 1 I . -.. • - ii .. 1 . i 1 ... A . . .. ,„ SUBJECT WANG ENGINLRING CONSULTING ENGINEERS ...... • • 10 ...... •• ....... • ... ... r I I ...... . ..... • ./.• .. 11 /1• " 4.1 Pi ti I , 7 ..y• (A+Ck5lAr4V'S A ..100.41a1M0 14 11. .... ••■•• • II JOR DATE -7/W29 BY PROJECT 47,2141/1 C.riettella5g 40 ........ I - I - I i I.. q •. I i t let le ic I CHECKED BY 1.1.Qsa—Li$ 1 • 6 4 - 114. ft r) . J . I I .... .... { r k Trir TJE.DOWN ANCHOR REVISION SOUTH CENTRAL SCHOOL »1STRRC Ar PORTABLE RELOCATION July 9 1996 ENQINI3Blt; 'YANG ENGINJCflUNG, INC P.U. BOX. 8261 K0RKKLAND, WA 98034 TVL :(106)489.0937 PAXs(204)489 -091,7 .I■ ,•. •. I • CALL TO CALL MOM , 4 % I ( a ' 6 rH 4 i , e MONO MV. MI3SSAOB TAKNN BY j_ DATE Jj4 f q _ TIMU A4 hfrkr ue.., ( 11/+-LDl TASK NO ,141 SUBJECT . �..�....4... L L._. .._..ft.a>G. to • ■•••■•1=11rr .. WANG ENGINEERING, INC. Telephone Conversation Record • .�U7;fYi• u trr� i: . 'f: ,Yi4r -v.K ?e.rC v4r?�Cr ».;C v;? :, f : : :aT:"i .'x'n ` +lg 2IA a! 4 n90927 ••.w.r.y W.a..y.7M\ MYa.6.a. r ...... - - - • •••••Y■••• PHONE NO, ._ d. ...1k1..J1...akkc / C t' r1_.i... ••••tV• �. JUL-III -46 WED 13140 WANG ENGINEERING, INC. P.0, 1110X•141 J ARLAND, WA 04034 1I1u 000)404917 PARE 001)404917 • W/ et, is ►+ a itt 1 L L .,., a.'ds'JI',.? PAC /MILS 11X13014QIC 28840?C 7 P.01 ATM , t5i. L. ..»._ . _ . DM: _ .. o.L9.. ___ ._._.r COM.YAYX:., -14Ca19 --..Xn .ere ail td-,.- MC 0 :ligli t.f " [ 1 MOM: M._.A! ,As MINIM OP PAGE , It INCLUDING T[u$ SULE'r RIC _.,1 i ,t• .. tee t . ,1414,0*:(._ i 1_ .larti4E, ..... c art %..L . 0641 •cet i 6 t(4 stet f L Y' is • dov - ' f, a ‘i 44 0 World' 1; k tv 4.414 a 1 0 Ito Al to (b 00 k. r11v, j 0; A .c eol t.A., r,ti+„ j.: 11 ; ► kp‘ w sd' c.' t •tct 4 •� I Ati ot 4•iQ d 01,51 L. IM..r••%. cry i i r ..Q , de$1.-‘ Aid 0% • 4 bCw1 ft r:,1, j gist a l t s tivt d 1e.,. b w.� pruv: d C. Z,. e t 1,1 car, : pi V ? cvs s iwN h 110, t a e•& ( 5 kt , , 6. 8. 4+`lt .1,lkt �L �.,� t r:►ri 0)..N tAt de St' t 14. I.0 N. 6,, gA J �� 4-wt ult..' 1v 44,4(c . ti C4„ tr it. b:'1` �C ♦► L,DHH (1 AUL -t0-96 Wi*_D 13:41 rs) WANG ENGINEERING CONSULTING ENOINEER9 11 JO% No. � AKA PA7r �.. DATE 4.9 eY� �YJnt„�.. CHECKED 9Y- ma •crn.. ..w..+...vl n.m 19I• u.1 •■u• .1..i•• .1 � a .J..1. e. .t. »c1 , 1. d...../S •••■ ••1. •..0. �.. �... ._.. •.•1.1• . .•A1u .9.99! ••■• .•.•.• • .•. .... •....• •••••Y• •••••••• ••• .• .w. ■•••• 0..14 1••••• .01.11/1......••• N. 1 _ ...._ ... .• ..• •■• •_. _1 .... Mu. ....•• • '11 1... r .I. 01111 11.11.• W11. 1J H .A... . ••• ...�.... ••. Meer 11%1 sysircr ... C. X 1/01 !h._ - 4111. i / Y 14) IA P st r ia K: a,: , Ir MIMI tMMITZV 2064010037 AUL^ 9 -96 TUF.. 11 :04 TIE DOWN ANCHOR REV1 1ON SOUTH CENTRAL SCHOOL DVTRIC.T PORTABLE RELOCATIO July 9, 1996 ENGINEER; WANG ENGINEERING, INC , P.O. BOX $U1 . KIRKLAND, WA NO34 T Lt(206)4$9 -0927 FAX4(306 )49940 I SUBJeCT ...... ....... ••••• .. 1, 111111,4.......1...... onse. .. , . •-••.••••• ■ .../.1r:iffneAti_Atwrave____Edgmjkam_ 1140411 1■••■., ■..... .e ••••■•• I , • 111 111111111 14 ....rpm. *a ...... . •ft• ........• •.4 t 4 . 4 4 1•4•0 ■•• pb v.....• •1 .04, .re ..•••• •••••• ...-. an ow ..■ -----",........_..,........, ••• .. 1 t i • N I li 12% . I ; € i .....•.••• ...I. 4 , ....... o 4.. 4.141•■•.:LTI.M.14.1 .. • m.o. ■ . , A , ... ( i •••••• 9... "ow • I • A ... ... ..... •..*. • •••••• 4 4/ ..e.on 44 44•044.4 "..... 04*. o.• . ...... 10.4,44 . . ■ . . 4 4m. i _ .......1.. • ............ .........,_ 0 . 444444 ••••••. ..■•• .■•. •••■•11. ••••■•• ....pa. ..• tom.. 44.11414, ..•.4••• •••••• .04.1 mono re.on "owl. 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MfrLSLLD • ,,JUL- 9-96 TUE it :0'3 •.1.•.1161 SHAW ..• 61•1100 VOUS *in 006401 04004 ■••• ••■•• •1. {w � •. • .1111• . •NW f.+a w..1.... ~.w. ...•........ 11.11. ••■•.. w.y N.M. .... .1w OE. , ..N�. 0.0 901 ■...1 noon •••••• W1.• w• • 1001400 V1: • •• 0 noon 1. N.•.. ••.0..04•.. WANG ENGINEERING PflOJCCT V."+'e 14 daLsi .ltdJ.w LI i I< 8UB JECT • 17 L1(A Q�L i l�Cl.� !'� . ._ fl J011NCi '' , ....... CONSULTING ENt.�ING ;RS DATE ?Ain BY 20( 469(1977 - ......... FACE _ /....OF ..2.. _. - Air 1 .4.,....6 CHECKED 6Y MTiM.1'_ P.On L. LLL 'JUL- 9 -96 TUf 11 :06 P . • jai ".0414a C7g074 fri poigal 21 II 'NV OSIVA1 o Agar Tai Spa alaiJ1y war to. twO9salma As -MUNI PIO 2esa j - -7t 6- 7 ,1 :947 -- "to Hy NV g a s W . L Cr VotrolYfe C Q V P3'(/113$ 4 7 t ) ? t k d S 7rti : I ( • 7a fit -- :E∎ 14 /4 N - £ OrsboHnal i li :ig ± IMO YJ lsfet i;i "!r! 1 11170 tit ant real 3A ft r2 9v7,46 'ii O t • 400•Prse. ow 1 pyre UP x (577/ 1 4,4t,t) 1 tS370 a lted 1 Pis NW MO VAMP" 1 a i c t rl 2.114 flr► t 4-- C -114 t 1 � Itok bo a':sal 2 vt7 " ails Q '7ooN - Jg ?Mei ahi3, Xc!` j+l fir ZAI AN Ma 7.,.J. 414. .ariteM wo z4at L O -.15yd, 1101110 7) 104 1 - 49 '?7VWC °Witt, Cgissu ftft a'izer `97a t�► Za I:1 *2 'CV— 4:14, s zlav&r j , .ra,rsrw.41 0r wro worm* :u Y!o! 111(21-- 911+rr7Iii.>r - ate a c ;q » F "'e' mai 9 IL alit gIS�! i 1 tatraux, ciE zw-la fr. i i -- . - -- a _;, —.� MOM I 1 t • • Li 13L-11 4.ta rrP --V larrift MT: f W) rs$zepa iselor wir &Beg (MI •4 Pr reit lane ei Ara parr — 403 — 11- I apdpoilair Ma or Pr.ods "at ITYP itZei • e.ca Ala* aasse - Lwow*, 1 1•7- 23 . EKt SecOrfrib • - "I %I ctracesfiscar alapipastmePop ‘4f a • Pa. SPAC/416 4WD:S=9 Pun' Pr s‘az JAI 4--EZNE ire Pr Past 1 71 1 71: 77111 IrMr: FOUR 04710&I PL Ali v d SouTH riefrtc, TH04241 r) yr.& &EA-tem7 &$O4. 4;#41:36 TIeW77 • OtitaiDIC 544 h 61• Act.t. - ••■ 14 -.. 4 ijTri ' i P. e Destakt TeS TE D isactfOit -31 Deopte 4144.4 ANNED Project:.,, .i So, cwz ., ;p7. $2T Ast.E IPA ►t• 7'74,e �r►o► rieport t•io_ P:1_,... ;;.1.. De m w e D 7.. _. _ _ fi ts• w_. _ ..70 °r b.,_ 5,14, ..... Location:. Tv k t4. ► � A Job No ' I t1.10, , v�► 3 .... �... ... _ Time on Site: From: /190 To: 1G From:._._.......,_ To.-- Reviewed ^ w_, I►.. 41 O ra1 , 13y: , .. Prepared Ry : PETE- • SA � ''E. R. Weather Conditions:. 6v Vit. j,,. Srn.� S ; , a.•"% Ct:x — I� __ Equipment in Use: ofok Rea W he(Now 2. 1 t='t.F.r nt-ic. &LI „ UNSATISFACTORY CONDITIONS PREVIOUSLY AEPOAATEU (Give report corrected this report and explain below.) • . Ift 6. CA M. ohl r're T. rlt• N•r( 7►tc As•v") /MlclYolit. Rfnen�fp 1'! y of 41216 Ao tsQ/NS R o,ed avrfr'c7 date only. 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' ; . 2 . :.. ; ..,.. ( 30:4, . -, .„'..\ .' .... .,_.. .. .. • .. • ...., _- ._._.x..4.9.. . ..G ... . , • 3 :.‘'/.t ' .._.. %... . . . . .. , • • te ig site Ia. Weird • 1 / { 10* :le 4 - Itj Ir A TSAI NOS cugi oc• 1 Olf NOTE �- 0A. Dv �► S4.044,141 scA1,1 NONL pre Pi . A " t, MAT ERL!. SrE(.IflCAttO of,r0 -Ar,4 .Cttr,Is noo • A.S'TAI A • 36 KO WELDING z1.ECTf ODfS • LiNcoLN INNtAttUIl1) N11 IN it foxy M t� • A$',.t A = AL? 8A►1tutANr.s4C,nA:ND. �. 1710.1411.71( flbOtArC) ANCMOAI f D1rrr,4 . ENAMEL (UP at 0.AtvAN12Et Af RV s.PfED, DQLT t 1H1$1.2' C IL. T EU tit O It 1 1 - vetNSiQti COLTh MOI�CI. prI`at) ANt -11x t-1 ti .1FAD . 0/6c0.14e,e. rNECY,(ziN1. FtATZ. NL •- TCN:y1011 tar LAbe!.ED'� ?- FOP FT AML ATTAR:t:MeMr ONLY. • Tr r1 ON L*OL_1 L4teL • . PON vefta lC AL.Trtt91O1i. tt(V1ItUNi DISC11111ON At tie down engineering, inc. 6KN P•1•Kt•O^ l'. a •o'ro Ow 2.! Y tM 1111 S.V.X L. M122;i 1� MI22� rOUbLt•:4 LIX ?AF t!; ANCr Ph CV, IY C. M.d.crilarvic.w CI. NO AN F.. - I01, Model Cap. Number (tons) IJH5 , _ I.M10 riH109 10 IJA25 25 Stoke (In) _ A _ S71e 9 Mtntmum --- . ------ Toe (In) ._. JliQ_l �l ..._.... 1 1/4 _.. 2 1 , 4 I Height Cap �!!, j9r� 22 flaw Area (in) ... _, _L1a id_ :11 rye Max, Hendte Effort Mrs) _.. _..._. r _. .._.» 38 ._ 00 Method tit' Return Spting Weight (Ills) _. ,53 _ _ 65 _ 52 6112 R 10 b is 13 a 0 in $12 100 Load 130 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 staving at r and capacities up to 25 tans, Simplex hydraulic toe jacks are the first choice for It8Mfotrt_►e! 2!aintynanae, hQagt.1Allgp9, �ti�euta! nuns, and rigajnn. BENEFITS/FEATURES Safe and powerful, Simplex toe jacks ar to a wide variety of lifting problems. Choh' remote toe jacks that can be used in multi systems, powered by a single power sour contained jacks that provide high capacitlet back saving handle efforts. Toe Jacks telt Toe'Jacks - Remof Struke Ml (In) • 1 2 • Model Humter • yin rn9 riff l sq Cap. (tans) Id 15 21 solution from ,jack or fzelf- 'Orr low, Simplex Toe Jacks Are The Heavy Haulers & Structural Moyers Hisl Clrp ;�ye :.... ,.�_ .,_........,_ TJH5 T.0118 Simplex offers the largest setsi°tion of toe Inks to lit your needs. Hole: Handles Aid Included WO All $oil•Centrilnell Models. Refold Cap. Rase 14AY. Alta Cap. (In) ' (Cu In) 1:46:1 is e x 12 33 _ ■ 6 Models II Self- contained or remote models. N Low toe heights. Low handle efforts;. IN Swivel sockets for access in close quartera. (TJM5 & TJH10 Only) tit iiu ` _tj $ +rjnQReetur 6,22 / . tyid. _stum 1 ..., TIE -DOWN STRUCTURAL CALCULATION SOUTH CENTRAL SCHOOL DISTRICT PORTABLE RELOCATION May 2, 1996 ENGINEER: WANG ENGINEERING, INC. P.O. BOX 8261 KIRKLAND, WA 98034 TEL:(206)489 -0927 FAX:(206)489 -0927 ExGiN.i;; .ti l�iS RECEIVED CITY OF TUKWILA MAY 0 31996 PERMIT CENTER WANG ENGINEER' ;:, INC. PROJECT: SCUM CPI ft 1 Sd ov/ LDS,'. Pov fa b /e JOB NO.: ys o / Z. feeloca t,'49t BY: MT■,.) DATE: t!s /t6 CHK: DATE: SLIT. 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 3 4.0 LATERAL ANALYSIS 4 4.1 SHEAR TIEDOWNS 4.2 BLDG SLIDING 5 APPENDIX: TIE -DOWN ANCHOR DRAWINGS, SPECIFICATION, AND INSTALLATION INSTRUCTIONS I EXPIRES 06108/ I 9 9 7 SHEET 1 2 Al -A4 • TWANG ENGINEERI ;,INC. PROJECT:cOU*4 Ce. &la 0o/ D;sf. o r tea hk J OB NO. : ?6o / t. to ea fierh BY: 1NT.3 DATE: s a CHIC: DATE: SHT. NO. 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 REQ'T FOR NIINIMUM DESIGN LOADS IN BLDG. & OTHER STRUCTURES. 1.1.3 ANSUNFPA 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 (4391 u3 . uL T. SR. ) WANG ENGINERING CONSULTING ENGINEERS SUBJECT +... a.5.n. i. WM.Y Y. T.':!(, .%.Y.. . ;. .. 7...:'.!%Nt :'. ?5'i. ".i A..} ?'.L "S'l'w:kw)'i �.. nH:.I>7�5�>1:>.. N7 {SAS.:'Y) '.4�.; r'��:'': >?SY•` • otoiclAti A i cJ ov 4 d JOB NO.. 9A O/ L �.' PAGE Z OF DATE sII /9b BY M r Ind` CHECKED BY (d.t.) 4 4 4 4 WANG ENGINEERING CONSULTING ENGINEERS SUBJECT I 4 4 4 14 4 4 4 4 4 It 7, 1 I 1 4 4 1 4 4 4 1 4 1-1 1 4 1— 4 I 1 1 I #19 1 4. 4 4 4 4 2 . F i .1 4 fel - .• ' 1 i 1 4 i • : : : -4. . 1 i i 4 I 1 : • I FL.4 W*C-; JOB NO. 9',4 PAGE OF V DATE I 7 T eni CHECKED BY (date) PROJECT C (etie‘ I St4 col Di3i fbr hie Pe 4E4 bul 6 x 1 . 64)( 2-it 614 1 4 t I : I 1 1 : t 1 i t 4 • 4 . k , ;14 t w',1;11:41VACVW.W:114tre? • WANG ENGINLeRING CONSULTING ENGINEERS SUBJECT 1 I 1 i 4 1 4 i i i I 1 I i 1 1 I 4 1 1 I 4 4 4 .1 1 4 4 4 JOB NO ?40/ DATE S i/ iq 6 BY M LA.) CHECKED BY PROJECT &t 1 - 1 Ce4i'a kSdi DO I D pot- 1'4 le et /yea . 1 4 = 4 Ifi 1 I 4 4 i 4 4 1 T(s4.do 1 ..4 1 4- 4 i 4 I g 1 1 1 1 1 1 $ 3 4 ------- 1.--- I: I I 1 1 r I 4 4 1-0 I I I 4 i : 1 4 I 1 I 1 1 1 1 1 1 1 11 I 1 1 1 i PAGE OF (clat•) ftcii i 4 1 1 4 i .4 fl.).4 . it .....4._ ___i__.. 1 4 1 I IA I I I. .1 I i 1 .1 4 1 I 4 4 1c ?41 /1 I 1 I .I 1 i 214, jt +.1 1 .....J4 ..... . 1 .1 1 I i 4 4 4- 4 6 -) 4 4 4 4 - , I .JI 1 _1111 i .1 1 /.I i r f t 4_4 .1 i 4 711 4 1 4/.. ..:r ) 4 /I t ?.1) 4 i l lo 1 j i i i .1 IX. li..o.L.7 :t 1 V.1 :71: I I_ i 1 1 .1 ill 1 1j .1 ii 4 41 Ill i . I 1 . 4 1 I ii 4 1 I I I 1 I I I I 4 .4 4 1 1 4 1 1 .I 1 1 1 .1 i i i - 4. i J.,_ icr.i. rill 4:. .,.p.i. Le. Km i -I- 1 i I 1 1 I 1 1 1 : 1 1 1 I I ill 4 1 4 - i 1 -1 ill 4..3.14, .2 .14 7 1 4 1 . /if elli....1 . i , , 1 i : I 4 4 1 1 I 1 4 1 1 1 1 1 1 1 1 .S.v...1/ kmfb 1 1 4 4 4 t t. ? 1 1 1 I I I I 1 ? i 4 i 1 1 i 1 I I 4 i I I I , i .11 1 1 I 1 1 I 1 i 4 I 1 i 1 ! I i i 1 1 1 1 L 1 4 1 1 I ! 1 i s I I I I I I I I . ! 1 i ! 1 I i I 1 i" 4 1 li 1 : t I 1 1 1 1 I I I I 1 1 1 1 1 1 [ I 1 I 1 I i 1 1 I i I t I 1 it 1 f tit it 1 1 1 1 t I i t r WANG ENGINLeRING CONSULTING ENGINEERS SUBJECT 44 4 4 4 4 4 4 4 4 4 1 I i f i „ ili A i 1 i I f,1), i 1 i 1 1 ' 1 I .. ._ . .. I 1 I 1 i - 1 C-2 D...v...!.e. s.., i 4 ..1 4 ,.. ..4 .i ...4 I.L.1111 .1 1 .1 -t.. 4") 1c9 i 1 . i i i 1 1 1 1 .1 I 1 15, i4c.).i 4 1 i 1 4,6.,41.1-., 1 1 , I .1 k lsile.tii r ' il .i . I I( 2.12,..47e --.1_ - dt.,1 0 1_ .1 1 i 1 1 1 1 4 I . .,.. III 4 1 .4....1. 1 1 1 1 kle 11 # 1 1 1 iF " 4.7.01 - 1. 2 411 4 -r.1 = 4 i 4 ": . L. _Li 1 1 4.it.liiI4 ctilditi .cipeff =4 ds i .4 4 i 1 i I I 4 4 4 4 4 4 4 44 . _i: L61) 1.e.CIP t a 4_0., 2-1 .1 4 1 .1 4 1 4 i 114. .$j./ 4.O I J- db 4 4 1 4. 4 4. +4 -4- .4 - 4.• 4 4 r I 4 f.-- ------ 4 ir ! t -F14 01 16-) o 4 .e I ! ! ! 1 i t i ill 4 4.04 3) P i Tiflis:1,1ra - I I 4 1 ! : ( e 4Z 4 i I i , 1 1 i I 1 4 I 4 I 1 i .I i 4 I 1 1 I I t A.) 4 i 43 h1 k “. illb" VI , i I hi . ir— I 4 I Lk .r 1..r Liti 1 I 1 i I i I I 1 I 1 It 1 1. I t H JOB NO. qt 0 / 2 ` PAGE s OF DATE Vi fq BY " T "I CHECKED BY (date) PROJECT Sijult re P1'114 I Se. Do / D/'5 i• poytt, I. le keicea 61 I ! • 1 V 1 ' 1 t.i3 44,,. 7 4. 1>r j1 t I / / ..1 4 1 (4.1 ikb 0 1 " 4 1 : #1. it' I- (2.(?x I I 11 1 1 I 1 iLl_Tird Ca.41 A 3 36 43 0 7?) J. 4. I I 1 I I 1 4 y .r 4 ) LTI. DATS DESCRIPTION 8.1482 ISVISIONS tie down engineering, inc. 50071 Vvroa4v 0.•• A•ogta Goapo 701 TITIS MODeLA"roN it EASE) t!'riGION 1 ILAD tbLT L1. -5 DI. BY Yi. NOAC I', CK. IT C . MacbAhVIO -I SCALE NONE DI. NOm( --.) 1F zoo 'C1;ir',Afis7aanra :ti rcYti.,.e��.. m. ,04,4,•, / r .v+...•.r•w.xxs ! tb,Y, !v4a: I. eVitI G1140isiraK7! 47CO34L!w • Pciasm kJ E fJ T (ExaMp TENSION HEAD (TYPICAL ON ALL ANCNON MODELS /rENSION uEADS) "FI AT TENSION COLTS (MODEL, BISt5) ARE V-11 x2 "}/ PIE. NECK , HEX HEAD, 4 ZINC PLATED (TYP) TENSION I✓OLT v' /SLOT (.055" IUlce) 5 (1'(P) Ac TENSION LOLT u /NOLE _ I 7 TENSION 6OLT- PLAIN INSTAL LATION I-01E- `3LoT1 ED tOLT ' ;r?\A% TO it'.AP AY-OUND 60LT Al 1.1:XIT 5 I-ULLTUi'V15 FEFONE FINAL TENSIONING, r 055 �' RO F1 rF ��Ab, gcLD 90LF C4 No NOTh --- IBC PLATED - TENSION L OLTS y AODmL eq5b) ANE N5 -11x 2N u>=X 1-IEAD ' /SQUAD,. Nt=CY- (ZINC PLATD)`U /N TS. - TENSION BOLT LABELED FOIE FPNAME ATTA lMENT ONLY. TENSION BOLT LAte LEO ® FON VC pTICAL TNS1ON. Al 5 UR. DATE DESCRIPTION 5-I.-tn. REVISIONS tie down engineering, inc. 50OI Wt.oro Una A onto Cevpa Y 11: TI 1�OD�LMle),M2/,}� [bu L -HELIX EAP ANCH 2? DR. RY 6,tiOAC1 CK. IY. C. Mac rIL\NVIC 1 SCALE NONE DR. NO MuF -101 _ Am H ►.l e. K.1 T . 11* .I.J T16 JL' A - J i p P��O '116 FiIIeL Weld v�".'uctl.rrtPY!ttl I 51 5 NOTE ZIric PLATO' MATERIAL SPECIFICATIONS HEAD. AISI • C 1008 5 ga. ROD • ASTM A • 36 MOD WELDING ELECTRODES - LINCOLN INNERSHIELD NR • 311, or EOUIV BOLTS -ASTMA -307 ALTERNATE ANCHOR ROD • i.• DIAMETER (IF REQUIRED) ANCHOR FINISH - ENAMEL DIP or GALVANIZED (IF REQUIRED) BOLT FINISH • ZINC PLATED - Te I5IOn e'OLT, ..MODIyL eISb) AFIE x2 (- UEAD \o/SQUAP■E NECY,aINC PLATD)' /N,V T5. - TCNSION EOLT LABELED FOP, FP,AME ATT C. - MENT ONLY. - TENSION BOLT LASELEO 'a FO1 VE At • 7 LTR. DATE DESCRIPTION 6-1 -82 REVISIONS tie down engineering, inc. 5001 WMOton Drove Aroma Geospo 30.3.5 TITLE MCD .LS:MSG70, MS37 $ AAS55 GALV ' D STEEL STRAP OR. RY 1` NOAC I'm CX. RY. C. Mac . PIV ICI-1 :NO NE D.. Na Aft UP - 301 urt:LiT�l1l .11.7:: ' ' .,. 5 3.`. c. 7daY: a:'r�h'.'l,ti�' «'T M^: r: ✓-` e;r `:)�? :y?:C ip nirC�9 •vryV" .., , f :'.:. �'ti :•n:•; . ',ie;•..rev= _ ... _.. �I,......�n �,;..,...,�.. .......*fir. �,�': +�: NCS B C`S A 225.1 (FORMERLY AN I 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. 11E a'MN ENGIN F t .� rf.r“ tEIE_G /INCA A22S., vt i,. spec. Qp -s78; -N — Mb.QKED eVEPY 12' — 113 13 • 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. 1. Insert the tension bolt into the anchor head and loosely attach the hex nut. 16 4. EARTH ANCH9cI INSTALLATION INSTRUCTIONS A4 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: 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 Igck the system into it's final position. underground wiring. Consult Ill. DATI DIfClI ■TIOM b-1.-b2 itvistonl tie down engineering, Inc. 5.0 *'.c y. O s .•vYa Gopn 10140 I TITit t PeLeATON f x61515 it NCSION H EAD 4 COLT L fTAIL.5 DN. it 1 KOAC 6 CI, ►r. ^� C.kkac6AhVICI -1 {CAI) NONE' DI NOii 1 1p ^� r v JUN -10 -96 MON 10:03 PcAPf1 A►.I E ti 7 Z4e.'.4-i 4-1GC k0,..1 (Exam pie) uv +rna+sn.r.,,lrf.a 040.(1)11 it n ab Ego DTs ° S Q. -2 140 } t4� �D . 4CU SIp R g TENSION HEAD( TYPICAL ON ALL ANCII -ION MODeLS J /TENSION UeADS). 60 4 1EF SIGN BOLT ' /5LOT (055" {UICE) FLAIG ) p .i 5 iII� T N5�or1 BOLT u /NOI.E TEMSIOM BOLT PLAIN 31E INSTALLATION Haft -`jLMIED 60LT E'TQNAf' TC) '&*AP AP■OtLNO 6OLT Al LIZAGT cJ WULL tUhNS P. .FOP -E R INAL �ENS►ON t- , Ay.`AYrtlifi'VV.c:A :■N. Ht' :'_'. YiW.':{' tiY:. Tt YP ? 73!' r'$.'" %X er M f :rirtm^!t�tcXe ? - " 2064890927 P.02 fi TENS101'1 Liot -T5 (MODEL, 13150 ' , ARE V- 11x211" V5QuAPIE P. > �cr,, HEX HEAD, 4 ZINC PLATED (TY NOTE 1 RECEIVED CITY OF TUKWILA JUN 1 0 1996 PERMIT CENTER - TI'_NSION 15O0$ (MOD>`L elx`3b) A E - 11 x2Ai d utX faEAD "- / /SQUANt NECN(LINC PLAT>:D)` /N T5. - TCNSIOti BOLT LAtYLED FOPS F'AMt A YSI 1Mtnr ONLY. TENSION BOLT LAMLG <J FOP) vEfiNtiCAL. Tns1ON. A / 5 LTC DAVI DESCRIPTION e)- t- b2. REVISIONS cl 6k. _ tie down engineering, inc. Q I oltr 1)NQ AWN° CoocToo )0))4 RIM w.ocet. mizz040,hvt.22.( COUDLt- Net-IX E-APNTH ANCI- 011.111 Y1, ttlakCil CX. II • C. Mac hANVICIA icAil tiONe I 05. NO MI P 0/ JUN-10-96 MON 10:04 ftiAmAk.,€.44 Zru..A.1 ICA7r lA aItCo tle,t Lt . r.rfr' I e , 46Ct" MIN 011 i i‘t41'. ril-LAA0 segn- Se.c, ...c 411 I' s o' g qo tok tActi Ltk s ZOoilh svrI.- " 2064990927 NOTC— vric"' MATERIAL SPECIFICATIONS HEAD • AISI .0 KEN 5 pa. ROD. ASTM A. SS MOO WELDING EIECTII0oEs• LINCOLN INNEMHIELD NR • 311. at £001 V. DOM • ASTM A • 307 ALTERNATE ANCHOR ROD • 4i• DIAMETER IIFREOUIR(D) ANCHOR FINISH • ENAMEL DIP 0' GALVANIZED 5, REQUIRED) BOLT FINISH • ZINC PLATED P . 03 A Z -TN5IOt1 tc.)1, LMODCL. e5t5b)ARt % 11- 11 x 2 i' ;-1X 14EAD `It/SQUANE NECrl(ziNC PLAMD)WNIQT5. TCNSION DOLT LAM LED KIP FON FKAAA ATrACWAittfr ONLY. -TENSION bOLT LAbeLeo, Foe) vef\TICALIEti9iOri. 7 MI. OATS OISCIIPTION a -1-62. aarisioNs cl tit. _ tie down engineering, Inc. 1001 Whom Ion QrA Ab+oG. q°"0114 T I T L I MCOELS = M SG701 MS6QU542 MS37 4 ASSS GAN I' D 5 aroma a 0e SY i' NoAc: cx.OY. c. nacb&hVlQ4 IcNONe. 1 e11. No An HP--30j. JUN -10 -96 MON 10:04 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 shalt 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. ,f poWN ENGINEEk, et :1: wIFIEDInANCI A22111 rE p spec. QP- S78:., 20 4 489092 7 MARKED Ev Ry 12" P.04 Ad 13 16 UN- Al4 AEI 311 INSTALLATION IN L P 0 J 14 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 wilt 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. 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. 2. Place the strap end through the slotted shank of the tension bolt and bring fiushly to the op- posite side of the shank. 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 local utility companies or building authorities as Is necessary. 3. 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 lock the system into it's final position. hazardous underground wiring. Consult LfAtIK7J!9lPhInit`3Fy 'G�ag�7it13 IIT-' 7AlF-C'K1 : f Lflf�7! �lt�tcS ,�Cn'KBiil*fng�.p,;:Y`.6tfV ems: June 12, 1996 Mr. Bill Slaybaugh Heery International 10900 NE 4th St. Suite 1110 Bellevue, WA 98004 Dear Mr. Slaybaugm: C 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.: B96 -0120, 121 John W. Rants, Mayor Ross A. Eamst, 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, Vutew-e v Michael Villanueva Permit Technician II MEV /mev Enc. a/s cf: Permits Development File \' Building File 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone. (206) 433.0179 • Fax (206) 431.3665 DATE: CITY OF tUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 SUBMITTED TO: 1\ GL/ 1 S 1 REVISION SUBMITTAL PR ql, -OQ PLAN CHECK/PERMIT NUMBER: (J l O/ 3 PROJECT NAME: S Sc P-1(-5,0( pt S'r -c PROJECT ADDRESS: L O 3 / qg 5ff CONTACT PERSON: 6, sL rA e 1 PHONE: — �� o REVISION SUMMARY: F -h e. 6 RECEIVED GITY OF TUKWILA JUN 1 0 1996 PERMIT CENTER t0" I v';l o SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. 3/19/96 iY Dear Sir: :x.,rnrt + ::.c ;::c a;rrsc^::.wm City of Tukwila Fire Department Fire Department Review Control #B96 -0121 May 13, 1996 Re: Tukwila Elementary School - 5939 South 149th Street, Portable $3 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 and 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. 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 Ordinance #1742) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 f/lk'ti lia.toa..s:.'.:.i.r k il;n 0,0 .tc,iv.wrIliv el. k 717.4 Jh:: 7,',4! 1kA.' 4Yift rNe s - WA'.> „ AYNP'ixxmily A:SeMIa ..o...04wrommvotatswest Vte WAIKU SASSiS•:116'.eA?WTMCMIasi tx.SCi 1M,YMptMJ.rt1M Page number 2 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief 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 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn-around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) 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, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) .575-4439 May 9, 1996 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, City of Tukwila Department of Community Development Steve Lancaster, Director 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.. Sincerely, Ken Nelsen Plans Examiner John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 City of Tukwila t 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 'actual dollar costs to the City due to external plan review. Phone: (206) 433.1800 • City Hall Fax (206) 433.1833 r 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 TRI -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 OF MAY 0 31996 PERMIT CENTER - JUN 14 '9b 11 :44 ROBb1NS' r, ,; �C DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW ASA : • 1 J :,. �• .. • STATE OF WASHINGTON Po&31cM 16q NQ i " I., F y,. , Vii, .•x V i r 'N7. ' ,r • BY DEP T OF LABOR AND INDUSTRIES ;;t ,qbbi I 269./0' RAMP UP TO BUILDI G SEE DETAI 40' R/W 3/4" COPPER WAT SERV CE CONNECT TO EXIST. S RESTORE PAVEMEN EX. BLDG. 6B (TM EX. BLDG. • EX. BLDG. EX. BLDG. REMOVE AND RESTORE FENCE AND PLAYGROUND EQUIPMENT TO ORIGINAL CONDITION AS NECESSARY TO MOVE PORTABLES ONSITE AND INSTALL UTILITIES. CONNECT SANITARY LATERAL TO SEWER LINE PER CITY OF TUKWILA REQUIRMENTS EX SANITARY SEWER I- H \ CE IUFCT SAN 5cwc�z 7L^ EKt • S7' NJ H PROPOSED \ PORTABLES 86 _- TEMPORARY FILTER FABRIC FENCE p EX. F.H. 'EX Imo• SiO NOTE 300.10 RESTORE DISTURBED GRASS -- TO EXISTING CONDITION 0' S YP 463. I / / S. 149 TH ST. 80 n 0 SETBACK TYP. 66 E D nmontol PMnntnp P�o/ �� Mo opem Serrlrel SN SOVrR LANAI Brett? H250/01 MaV {wNl 95731 /0091071.070/ Dare Permit No 3' 07�1N5 2 7 es1 GYZ INC. VICINITY MAP TUKWILA ELEMENTARY Address: 5939 S 149111 St.. Tukwila Zoning: Low Density Residential Utilities Electrical - Puget Power Phone - US Well Water- City of Tukwila Sewer- City of Tukwila Approximate Lot Size 503,845 0911 Existing Building Arca 23,424 sgft Total Proposed Building Area 32,008 sqR Total Impervious Area 89,500 stilt Site Impervious 17.8 n% Existing Parking Stalls 43 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and ornii - rls, which do not authorize violations of adopt, i.tandards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final ^(lance is subject to field inspection by the f oimc Works utilities ins ector. Dater • 4-0 6 / 6 — C7/2 i x' 96 — Olig in rr l CI . I epn .I Ire understood that u, PI rt let t ,1 onoss,ons end of goy O o I edged fI CIr a 11 eel,l nue I _ Ilii a 11101 / �` -/ NO DALE Olt /96 n 1 "=40' r YMM, ADDED arynDf 00 REVISION P-Tr v.irlEs SfTE AND UTILITY PLAN TUKWILA ELEMENTARY ?O4- 1I461, E ge . C4T,GN RECEIVED y1A'l 0 31996 TUKWILA .'UELIC WORKB clry oR TuxwltA MAY 0 3 1996 PERMIT CENTER /4'0 CARRIAGE doLTS THRU EXISTING WALL EDT PLATE' Of S /6 "STta, T,o DOW4 TENSIQ,4 HEAD TEWS101,1 DOLTS 8Y TIE DOWN E8l(/i% E - R1NC7, INC, O TYP. - PEI I l YF \—TIEDOWN (TYP /6 PLCS) 488 D.F + 1 2 (2-x/.5711) C,) 40/60/6 CMU PAD W/ PT. 414 POST (TYP. 6 PLC'S) (I) 8081/6 CMD 10/1)1 4281/ 6 CAP } —� o- CUT A HOLE- rW 11.53/06 FACE- WALL BOARD( APPRC To SET TIE-DOWN CAURUAC,E BOLT, REPAIR WALL 80860 AFTER BOLT 1N57ALLATION Ex13TINCT 608 Ft.JOIST tm /6 'o.c 00/5TINC1 I'' /z"x 7I/4' LVL. RIM. V 1 1 /4" X 0.035 STEft TIE•DOWv/ S7KAP. W/ MT 26 ( 1604 Ron?' ANCHOR 8Y TIE 00WN EIWC +I NEERINCv, DIG 64=0 3 12 EQ. SPACING 'EXISTING MODULAR CLASSROOMS Fl ?ONT ELEV. /q " =I' - u [D1 (2)P.T. 608X3 =9 (6) FLAT PT 60883 =9 (6)4x8 PT POST bI 9'- 9 I` 7 (EXISTInlG T 1± -R I n I • L.� 1 1 n I IF I I I 1 I E I__ 1 _I I rat FOUNDATION PLAN 1/4 " =I' -0 O TIE -DOWN DE ,TYP. O CENTER CO(_. FTCr. 4066 /6 Chic/ PT 2012 OW (iKADF w/ 808. 16 CMU w/ pT. 2x8 ONTOP W/ 4/4 P05T (2)468 PT. 8x8./6 CMN (6) 6x8 lO T. (6160 F. T. /4' -O Fin EXISTING FL JOISTS .— E(I3T1NC7 K. RIMS, omirimina Pfif 7llliililllllilflTifitiiilllliilUlf�llhl1 (iTpnplglp I r. — 4-48 POST PT 4x 80 /6 CMLI 8490 /6 CMtJ (E) 6x8 pT. x q:.0 t -1111. 0 END WALL COL FTG. (2 PLCS) TYPICAL END ELEV. V4 " = ILO 5 /8 "SIQRT TO MATCH 2 1N6 W /CACV 6da 4 A LONG 808E5 4 bd @l2 FIELD PT 6/4 d4CKINd 0 48 "o.c, •/(2) CAL/ 12 d. (/7. 2X6 COt-IT - W /C7ALV lid ( 6 PT. 2x72' 2 =0 F. FLOOR ELEV - ADMlN. 276.4 THORNDYKE- 220.6 TUKWIL4 90.0 EXISTINCT Zx8 FL. JOIST O /6 '6.C. 7'Y P. PERIMETER FTC. 1 "_I'0 Ex /ST/NEr I '/2 X 7 //4 'LVL RIM PT 4x4 po57 2x8 x1 828816 Chat, TYP. 5 c1(0 oi if 'MCC i I. 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. Minimum 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 shall be pressure treated 0.258 /cubic foot C.C.A. All lumber in contact with earth shall be pressure treated 0.408 /cubic foot C.C.A. 5. Design code: UBC 1994 6. Design Loads: Wind 80 mph, Exposure C Seismic Zone 3 7. All lumber shall be Hem -Fir standard and better kiln dried. 8. Concrete masonry unit shall 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. MARK DATE se,Na: AS SHOWN DATE: 5 - 2 - 96 GENERAL NOTES nECE,vED CITY of TUMNILA MAY 0 3 1996 PERMIT CENTER REVISION SOUTH CENTRAL SCHOOL DISTRICT PORTABLE RELOCATION op ' i s 28 x 64 MODULAR CLASSROOMS TYP. s /a /96 FOUNDATION PLAN S 1014,..00 No. 1097 _J WANG ENGLVEERING, INC 960 8 2 -, CoAMNaY : M7 EVERAL NOTES Contractor shall be responsible for 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 meal AHJ requirements. Ramps shal I have a n s (ooth 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 utI l lty services. Unless otherwise noted all downspout connection lines shall be 6" min. Tight line SD pipe at ID min. EXISTING 8 PROPOSED GRADE all existing downspouts to be connected using compatible materials All workmanship shall be in compliance with the latest edition of the Washington State Department of Transportation Standard Specifications, City of Tukwila codes, Val -Vie Sewer District Standards and Water District #125 standards as applicable. FILTER FABRIC FENCE NOTES I. The filter fabric shall be purchased in a continuous roll out to the length of the barrier to avoid use of joints. 2. The fence posts shall be spaced when joints are necessary, filter cloth shall be spliced together only at a support post. with a minimum 6" overlap, and both ends securely fastened to the post. A m of 6 S. apart and driven securely to the ground (minimum of 30 "). a. A trench shall be excavated, roughly 8 " v l wide and 12" deep, upslope and adjacent to the wood post to allow the filter fabric to be buried. d . When standard strength filter 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. tie wires or Iron rings. The wire shall extend into the trench a minimum of 4" and shall not extend more than 36" above the original ground surface. 5. The standard strength filter fabric shall he stapled or wired to the fence, and 20" °Hite fabric shall be extended into the trench. The fabric shall not extend more than 36" above the original ground surface. 6. When extra - strength filler fabric and closer post spacing arc used, the wire mesh support fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the posts. 7. The trench shall be buckfilled with 3/4" min. diameter washed gravel. 8. Filter fabric fences shall be removed with they have served their useful purpose but not before the slope area has been permanently stabilized. 9. . Filter fences shall hetinspected immediately atter each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately, EROSION /SEDIMENTATION CONTROL NOTES Approval of this erosion/sedimentation control (ESC) plan does not constitute an approval of permanent road or drainage design. The implementation of these ESC plans and the construction, maintenance. replacement, and upgrading of these ESC facilities is the responsibility of the contractor until all construction is approved. . The boundaries of the clearing limits shown on this plan shall be clearly flagged in the held prior to construction. During the construction period, no disturbance beyond the Flagged clearing limits shall be pentmitted. The flagging shall he maintained by the contractor for the duration of CONCRETE STRENGTH construction. 4, 000 PSI MIN. (5 -3/4 SACK) The ESC facilities shown on this plan must be constructed in conjunction with all clearing and grading activities. and in such a manner as to insure that sediment laden water does not enter the drainage system or violate applicable water standards. The ESC facilities shown on this plan are the 111111lIntIM requirements for anticipated site conditions. During the construction period. these ESC facilities shall be upgraded (e.g. additional sumps. relocation of ditches and sill fences, etc.) as needed for unexpected storm events, The ESC facilities shall be inspected daily by the applicandcontmctor and maintained as necessary to ensure their continued functiudng. Any area stripped of vegetation. including roadway embankments, where no further work is anticipated for n period of 15 days. shall be immediately stabilized with the approved ESC methods (e.g seeding, mulching, netting, erosion blankets. etc.). 8. Any area needing ESC measure, not requiring immediate attention, shall be addressed within fifteen (15) days. The ESC facilities on inactive sites shall be inspected and maintained a minimum once a 11101116 or within 48 hours following a storm event. I0. Al no time shall more than one foot of sediment be allowed to accumulate within a catch basil) All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment laden water into the downstream system. 12. Diving the tine period of November I through March 31, all project disturbed areas greater 11130 5,000 square feet that are to be hell unworked for more than 12 (lours 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 al 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 I. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with WSDOT 7- 02.3(h). This shall include levelling and compacting the trench bottom, the top of the foundation material, and any required pipe bedding, to a uniform grade so flat the entire pipe is supported by a unifemdy dense unyielding base. 1. Steel pipe shall be galvanized and have asphalt treatment GI or better inside and outside (KCRS 7.03). All drainage structures, such as catch basins and manholes, not located within a gavelled roadway sidewalk, shall have solid locking lids. All drainage structures aoled with a permanent re 0 tention/delention facility shall have solid locking lids (KCRS 7.0 u) so CONSTRUCTION SEOUENCE I. Arrange and attend pre-construction conference. _. Contractor to establish building location and clearing limits for approval prior to eleuring and grading Install tiller fabric fence and straw bales per plan. 4. Remove existing pavement, surface features and miscellaneous items as noted and rough grade. 5. install utilities and portables. 6. Temporarily seed areas that would be exposed more than 12 days. 7. Final gmde r landscape u s. pathways arkin Ian. 8. Rest e remaining areas, e s and Bras' seed s art area. Pave pe r p eas. 9. Olean storm drain system. Dos of flush, 10. Rem ve r em' fining temporary erosion/sedimentation control after site has been stabilized and site inspector lies approved the removal. 9 ' GROOM FINISH X / \ NOTE: 6. ALL STAIRS ON THE BACKS OF THE PORTABLES SHALL BE MODIFIED AS NECESSARY AND RELOCATED WITH PORTABLES. 7. ALL EXISTING RAMPS SHALL BE REMOVED AND PROPERLY DISPOSED OF 5.5' DEAD STORAGE CB +I 54" CONTROL STRUCTURE (SEE DETA,.I RIMe218.5 IE =213.0 1S1 IE =213.5 (N,NE) THORNDYKE DETENTION SYSTEM TOOL JOINT 5' O.C. 7/16" 0 1-1 /0" DN1MY JOIIIT- BURY BOTTOM OF FILTER MATERIAL IN 8" BY 12" TRENCH 2" BY 2" BY 14 GA. WIRE FABRIC OR EOUIV, FILTER FABRIC !A ATERIAL PROVIDE 3/4" - 1.5" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE B" MIN. 2" BY 4" WOOD POST ALT'. STEEL FENCE POSTS SIDEWALK SECTION 6' MAX 2" BY 4" WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS FILTER FABRIC FENCE 40 LF 36" CMP S =0.00% 5 HIDE CONCRETE SIDEWALK 9" 11111. THICKNESS ❑ROOF( FIt1ISH "-PRE EMERGENCE HERBICIDE (APPROX. 95I COMPACTED SUBGRADE Blbs /2500 SOFT) 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 EQUIV. I I u IE= 213.00 /J - FILL UNDER PORTABLES 'WHERE NECESSARY ONLYI Asphalt Detail m _ 'tn --rr rrr rfrinhlrmm 'r nil nT7 rr nnTl arm Tar fjlnmTYTiTTIT1I7nPnnntf (n r °.on°. n `"' 216.0 IE= 215.1, DIA= 0.8Q'" re DIA =0.85" 2 ashp all c Crete 2" C rushed rock nrt st E=214.6 .6 DIA =1.0" PROW OFTAJL _ uaN11 urz. vw - �rTZ 11 36" CMP L A uR TEOI RetlN reef 2 SECTION THROUGH 1.11 ELevATION STAIR TRFADS Fci n 218.5 AP RO E nor' EVERGREEN MOEILE 4 COMPANY 140 1193 102 A/1 MOM, - 01 /se /04 SOUTH SEATTLE cu 20 n• =ussR0Ou - O 01/11.[ CAPACITY, 0011.055 MAN 001.100100 11.15 arts . s unr 0a. rvuulon sr 0, s /a Ion /s srz[I. ExNrsmrl BOMB OR s [unBOOm a / nr.MIOn nb a, en MAT GALVANIZED VEAL PIM 01 yAAA r "r[. OOm lo o U C c pus. In[ 5 nne011oo/i om0El 0. allgirl{Ci s ncncr rrr n lassI/ Sao nr oo. [earl lu CB #I FLOW RESTRICTOR /OIL POLLUTION CONTROL DEVICE, TEE TYPE (FROP -T) V eOm.Rr°r rm"ace esIG■ L I NC. w °I.r1 s .r.rr.s j° sOUTN LFNUS sri (crTE x <NUr V1 . n <ur R1 B6>3a aOBr BTr.STOr NOTES AND 'DETAILS CA 0 1e 5/ Irk IkelseDVED REVISION Pe 13c5 gpUD YHC'■ � 510 R ye ro Cm ta OF TUKWIU MAY 2 9 1996 PERMIT CENTER Pais sr a THORNDYKE, SHOWALTER, AND TUKWILA PORTABLE RELOCATION Ge C