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Permit B93-0373 - FOSTER HIGH SCHOOL - FENCE, SOFTBALL BACK STOP AND GATES
h b 7171- , f FOTEg 14-I6H 5cHcOL • FP1 fi-og51 3 City of 7icakwili (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93 -0373 Type: B -BUILD Category: ACOM Address: 4242 S 144 ST Location: Parcel #: 152304 -9164 Zoning: Type Const: FENCE Gas /Elec: Wetlands: Water: 125 Contractor License No.: ANCHOFC101QH Status: ISSUED Issued: 01/14/1994 Expires: 07/13/1994 Suite: Type of Occupancy: SCHOOL Slopes: Y Sewer: VAL VUE TENANT FOSTER HIGH SCHOOL 4242 S 144 ST, TUKWILA, WA 98168 OWNER SOUTH CENTRAL SCH DIST 406 4640 S 144TH ST, TUKWILA WA 98168 CONTACT MICHAEL FINNEGAN Phone: 206 621 -8227 1800 NINTH AVENUE #1400, SEATTLE, WA 98101 CONTRACTOR ANCHOR FENCE COMPANY Phone: 206 483 -9500 P.O. BOX 476, WOODINVILLE, W 98072 ******************************************** * * * * * * * * * * * * * * * ** * * * ** * * * * * * * ** Permit Description: INSTALL CHAIN LINK FENCING, SOFTBALL BACK STOP AND GATES. Units: 001 Buildings: 001 Fire Protection: N/A UBC Edition: 1991 Front: Left: SETBACKS .0 Back: .0 .0 Right: .0 Valuation: 22,000.00 Total Permit Fee: 375.75 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** kau. -Doccti Permit Center Authorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or he perf ors. ce of work. I am authorized to sign for and obtain this %ti ii /ding per Signature: Print Name: 61.vtas f Date: Tit1e:c (ac.4 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. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKWIL • Department of C& ,munity Development - Permit Cent 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431-3670 Building Permit Application Tracking PLAN CHECK NUMBER 61b-e-13 PROJECT NAME . �o6-te_ r t/ i h Bch no SITE ADDRESS -18Z-13 s. 114 67- 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. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. .RATE; DEPARTMENT DATE APPROVED. 'BUILDING - initial review ,FIRE I0 1 LANNING V�rf3 ROUTED friffra INIT: „ ! LHREMENTS CONSULTANT: Date Sent - t3fiI1MENT: Date Approved - FIRE PROTECTION: • Sprinklers N/A FIRE DEPT. LETTER DATED: ZONING: REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- O PUBLIC WORKS O OTHER O BUILDING - final review '7BUILDING OFFICIAL INIT: 11 43 INSPECTOR: BAR/LAND USE CONDITIONS? Yes S- E- UTILITY PERMITS REQUIRED? (J Yes 04 N PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: INIT: C{Z. INIT: CERT. OF OCCUPANCY? QYes ( No UBC EDITION (year): ci REVIEW COMPLETED AMOUNT OWING: CONTACTED I-42-ft � � <7�iQ� DATE NOTIFIED ` 1— I l O _ mac^ •-- CO { BY: (init.) ' �C 2nd NOTIFICATION BY: (init.) , 3RD NOTIFICATION BY: (init.) 01/00/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDII'3 PERMIT APPLICATION PLAN CHECK NUMBER) -~i� APPLICATION, MUST BE FILLED OUT COMPLETELY DESCRIP.TfON' UILDING :PERMITTFEE LAN CHECK FEE BUILDING SURCHARGE.. THER: RCPT.: :# ELPIRMMUNINEMEIMIS MILWAWASETIMEMEI SITE ADDRESS ag& J I Li 4 . SUITE # VALUE OF CONSTRUCTION - $ 22 000 -- ADDRESS 1.464./0 Souk, 144 -, _S-ri T0Kw%t- WA- t PROJECT NAME /TENANT VDS'r ev- Pry . Sct. o L ASSESSOR ACCOUNT # ■) ;' 3J-1 ' i (01-1- ., LJ ��t ∎r� 4‘'\ ) 0 4 '. �' EXP. DATE TYPE OF 0 New Building Li Addition U Tenant Improvement (com a ial) Demolition (building WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) Other* _1r1G%nl6, PHONE (206) (021._ 822% DESCRIBE WORK TO BE DONE: C1aMr1 t,‘aK.- 4F-Fpic.4.4ta t S'itktit_ (3? -0K $f'O 0 t 6eP,PrES BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: 'XNo WILL THERE BE A CHANGE IN USE? 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: W LL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER S©v-, C.F.Ni' cL- scv,00l. Owg;t44c.."' -te, ..6%o p PHONE(,.o6'.)2y$_758 -1 ADDRESS 1.464./0 Souk, 144 -, _S-ri T0Kw%t- WA- t ZI N8168'-4191p CONTRACTOR -? t \O r ..Fe nC -e, f PHONE ADDRESS P, 0 , � ��\ nU L l � 1 W � ZIP Q��� WA. ST. CONTRACTOR'S LICENSE #i1n0A � 11 yy EXP. DATE ARCHITECT µ.t,,, -1 vQ-i ,.(L,J4- i10.klA1 -, 3~NL, PHONE (206) (021._ 822% ADDRESS i�Oc, 1,..t p s 0 yrs.. i 4wo SG 1 W P- ZIPitio k t :HEREBY .CERTIFY.:;THAT I HAVE READ :AND ::EXAMINED THIS:APPLICAFION AND KNOW TI BE:<TRUE AND:`CORRECTi AND1 'AM 'AUTHORIZED TO: :APPLY:: FOR :THISP.ERMIT SIGNATURE BUILDING OWNER OR AUTHORIZED PRINT NAME M\ DATE q 3 PHONE0,06) 1,2� -227 AGENT ADDRESS n,nl � � Su CITY/ZIP 5�.�71.E. 18lo CONTACT PERSON �. "4G6�• G•s .��S$ PHONE via k2��� WmstJ =. s�, � s Nth. ,-� Cab APPLICATION SUBMITTAL In order to ensure'that your application is acccep ed 1'o`r an 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 DATE APPLICATION EXPIRES 03/16/91 SU6MITTAL CHECKLIST COMMERCIAL NEW • COMMERCIAL r-i ,•-•• ' ' Completed building permit application (one for.each :structure) ••• ' ''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''' • • • LJ Assossor Account ' • ' ' Two sets (2) of thA oIiowing ' -•••••.- '."'"•••• COMMERCIAL ''''''''''''''''''''''' tenant) '''''''''''''''''''''' '' ''''''''' ... . • if ' Account . •essor Site ptan • s).•::. • s I tilit:013. !c4-b1 t 9 1 building.plan Specifications Structural caiculations stamped by a Washington State " ••• • •••••••• Washington.Statajicense • """ -..• ••••••••••••...-:.;.;•••.• Topographicat • survoy I I • '' '' ' ' • . ••••• ' ' gnergy.caleUlatiens:Starnbed,bV:alysishingtOn':State. iicensed ityerking•draWings;•starriped by a Washington'Statelicensed:,:::::::::::•.'::::: .arthiteCt,; which. •; kerma Architacturaj drawings Structural drawsngs Mechanical drawings EIevaons Completed 'utility 'permit application (oneI or en project) 4/OTE;::; See •• Utility :permit nppllcation an cf checklist for,•••.speCIJ/O:: aro • RACK S '''' „.:: .„... .... • . • ••••• .• .•• • .• .• . ••• ''''' . „. ••..• •••• • .:•.••:.....•::••••..• • •:-..„.•• • Two •(2)rsata. Of plans whith include ■■•■■••■•■• Building fiber plan ihewing:: f •-• • ..'Entire space where racks Will be located • •••• ...Dimension's of all aisles ';••. ....,.. • : Tenant Space fioor plan showing rack storage layout ,. aisiea and NOTE ,include dimensions of racks (hilight,:::Width and length and exit Ways on Plan::: Strubturel calculations stampeCI by a Washington State licensed • engineer (rack storage 8' and over)... • . • RESIDENTIAL NEW SINGLE-FANIILY DWELLINGS/ADDITIONS ••••••■•■•, 1 Completed building permit .application each Legal description: •-• ; • :.; .••• •.;:: :.:;;: Assessor Account Number ; • : ,• • ; • ;; • ' •; Two sets (2). of working draWIngS;:whichinaluste::::.•,,:•;h.::',:•:•,::::',••:. Site plan (on plan;:ahoW.closest hydrant location FoUndation•plan • include access to bullding,:ahowing Floor plan . wldth Iength 01 access) Root plan • • •• BUilding.elovaiione•(all views) •-; Buliding cross-.section '' , • .• • ;■ Structural framing pians riWashington State BnergY.:6ode data '' „, . ..• „ „ . •. . ''' „ ........ . CernpletedUtilitY:permit,application.:.•;:•.";;.:;;;;.;::; Six '' ';.:••••,•••• : (6) sets of site Plans showing utilitieS I 1 1 • • Tenant Iocation tefla9t • Exit doors egross patterns existino Construction dotals • •••••••";:-.:•:.;•■••CroaS.:SectiOnt•••ShOWing:Wall.:CrinatiCtiOn'end....rn...ath :::':::::-.;:;•;attP9.1)!7.1.9.1.1.••!.I?!..;f1.9.9r...,P.,7.21,:•ci,e.1.11.0B:„.: •ISir(16111FO.:Ca106(lilic;le:O.tar'00ed.btrt::111;1!1;B:43ti?0!:,,;:.P.....otiat...eiiI:i1111....ce.08‘0.:::::.!..::::::,....,..:.. .....,,,.::epginemay..bp.:...rgyr7c..!t.strii...ctu ::,.......:.::.:NOiE...:..1f..:•,ii ::..0t...i iv, ...7..0...:....,r" •t" 7...'.:...... .."° api:ii9040qpia 7s: .,::::51°.. ••••••P9.1................,.......:.............. ........ •i .. ...... ..‘...‘......:,..,...:. , ,..:,.,.., . .. • ,-.:•:.::::::::,:•.;,:•,..,•,:•:•::•.'s - - • • .... .-. ....v.-. ....,:,.,..,...,..,....... .............................................................................................................................................................................................................................. ............... ................................ :AssesfA�ntNtjrththr Narratiii•deseriblrig'eXiSting;rbefi;.Ma' • " boing • installed •••••....•••• •••• ....... . ••NCTE:•.4.Certifibetion'../elter raquired prior 10 flnai :nspoction and sin Assossor..Account Number Two (2) sets 01 plans which inclUde Site PIan (showing .................. ..... . •• • buiiding and iocat,on af . • „.. • • ... •-• •• ..Detalls.antc;n0a/6q. StrUCtUrat. Ca- Iculationa'..Siaa...!Pad::Y.::;;WaShing • eriginearjriak. . , .. NOTE: :Building site plan and utility site plan may be combined.: See utility permit application and checklist for specific submittal requirements.: Adaonal topographical and soils information may be required if unique site conditions,: • RESIDENTIAL REMODELS Completed building permit application.(one•for each structure) s: • .:. 1 1 Completed.bUilng:perMIt appfiCatiOn....(ene'.fer eacn:StrUbtUre).; ............ ,E. Assessor Account Number ;..: :::....• ...:.......-,....,.: .. _ . ., ... Narrative describing existingroot,'..materal being removed, and ... : ., material being inetalled.i ...::.::.i.:•.....:;.:„......i.:....,..:;:....'............:.,:. ..... .....,...... .....‘.......‘ NOTE :A cortifir:a1196 letter Is tegulredprioriolipill 1qejleCtion and sign- off of the permit.:::: •::.:::'........:-.:', . '.. . . , , . .:. . . 01 -14 -1994 13:55 2064855276 ANCHOR FENCE -WASH. /R.: •...I jest.. •N.`Yr *ANT eN Yrw ti R Wit ill. 4 "jt NA`YVA NUTZiA=4 =1:Mr ∎NO., r.i. •461 a. THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A DEPARTMENT OF LABOR AND INDUSTRIES. CO NO: T SPEC WY' f IN: elnal eiliCT ;AE bin i t ANCHOR . Ft i1til: GNFANit It P C SOX' 476• ii MOOD'S V ILL E MA 96072 Fe26. Jb2.00013431 , iCib::.''.....,,.=.;:z.V. w— *-4.,:Mu7 "wwi.laW,:.'4! 0st: •.MV`pa` ete- . ..6iNwai:6i.'\L' •'"4"w`^.+.' i. ...,..0.0:4 STATE OF WASHINGTON *** k** k* A•************** k* A'.k*** k***** ** i1*•kk *A•k*k;k ***k * *•k * *k ** *•kk CITY OF TUKW;I1LA, "WA TRANSMIT. k* **•k*4,** * * * **Ak *.tit• ** 0*_ sir**, 4k*** A*• k * ****4* *•kh*k•k *A•k ** *kkk, *k* TRANSMIT Number'e::93001384 Amount: '375»75:10/01/93 15 :40 Permit.:No:x B93 -0373 Type: B--BUILD BUILDING PERMIT : Purcel No: 1528.0.49164 10/04/93 Site Address: 42,42 8 14.4_ST Payment Method: CHECK '..Natation: HEERU.Y INTL. Irtit: °RL.M :***k it****** * * *rolrti4 * ** ***4***.k* *k * * *“** *sk•k * * *k* * * * ** **tik.***** * *W** Account Code 000./.322.100 000/345.030 000/386.904 Description BUTLDINC - ,NONRES ..,FLAN CHECK - ,NONRES. STATE BUILDING SURCHARGE Total (This Payment).: Total Fees: Totul.Ali Payments: Balance: •375.75 • 375.75 .00 Paid 225.00 146.25 4.50 375.75 GENERA 225.00 GENERA 146.25 GENERA 4.50 TOTAL 375.75 CHECF( 375.75.. CHANCE • 0.00 4949A000 15 :39 CITY OF TUKWILA rJ .. Ad U' 1 dret,ss: 4242 S 144 ` °S {s Oki }Tenant +a ,FOSTER HIGH SCHOOL Status: ISSUED Applied: 10/01/1993 Parcel .4t:,:,.1.52304-9164.. Issued: 01/14/1994 ***' k**** ikk****** ik* *.'k *.**4k ** * *** * * * *k *. * *k *** ** *fir * *•k * **•* **k *k **k*•*k * ** k*k*** Permit'Gondi'tions: 1.. No changes will be mad e,,,bo : rp7. .p;,1:an.s,;:'unless,,.approved by the Architect and the Tu, wrl,1aJ'uBuili rin-4 !;Vista :* ;;:;,, 2: All permits, inspekc i.on r eeorlds,, and approved plans shall be maintained 'avai°1ab1'e at the job; sitet� prior i,"to the start of an construct'' ' :'� T '`ese, r o'ur' e`nts: �ar'e. to ?be ma i nta4i?``"pd avai'lab'le ' J i4 fQi�n + ;, nSpection appr�o`1ra1 i's'' gt a Rted ;b 3. All constr. c', lot), to, a done oi,ri'•j'conforma ce with f roved'; plans an. r cie t ,e me is of ther'•U i orm Bu i l d•i ng ,(ode 't)19';1':'. Ed i ti one},' ac`s anthpdtd by the W'AAMTi tton . State Building "Code,\ + 4. Compl yr th' rega^i rerinents . o.,rthe No ins Ordinance'', TMC,y 8' 22 .. Permit No: 893 -0373 B"-BUILD const p. m.. 5. Va11i j p 1;ari stn of or au h Alan � i e..,. ;... � L �' ` y � ' icy a /ti I,, . sea,. 1s �nbp� . ��'�,owed/ between the ho ld's of 1�:0t1 ; Ir.. � . rr �i ; s1;ty of � Pere; t. ' Th i ssu 667-of....a permit or appro °valpof1 � s' ecifiOations- 4nA.,,.cor � utatiAlt shall not be coi -� M x ,1 t !a4) a :permit 'for. o an app p►t;o'U��1 , f , any v i o 1 a: �1+on of the prov4's i ens oi,f r h rs. c i°61 ojr ofJany other, °Tr'" ante of rhe'wJ r'isditi�r " er i' rP.esumin to ive, r iwtyu >odr 'v1 1 a t, 'vi^,'vc�rti 1 the' :V.i.st s of thi s: poie o v . m . ,,, i� . � � `.. `rte .: to '146ii)jECTION RECORD C 6(13 Retain a copy with permit O7 3 PEAMnNW CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • I : f• ti5A ES, '4 IC V) 30 hre 1/ Adcr. 4_ s. 1 4. 4 .57 Date Wed: 6:1 Instructions: z*-- Z.:00 TM plmst 011 .1 ± . I S /\) . i N Adimbiii5/Yet"6 .1_31()_k - briz 0 he-I h Date Want ed: Li-A - - ./' 4- am. in Fdequester: Male No.: (4- Li ' 9 -1 0 -7 Approved per applicable codes. COMMENTS: 0 Corrections required prior to approval. D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1r, 1: INSPECTION RECORD n Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Bq3 0373 PERMIT NO. -3670 il . ', /1 .. At/ ype o S. I sr 1:, *Ti **- 'ir 3 -1 el .:..: Instructions: Pi ' t inl a 4-4,\ '. (We- ltiv .-(,.e,e) Date Wanted: — ti — /2( Requester --r-- Phone No.: 0 Approved per applicable codes. 61 Corrections required prior to approval. COMMENTS: ' 1 17■Akil -S C-6vii gl— c4,47L-S 1,110//T t.,6-ir-f1 . Z- r N s-r-fri- L.- vli i SS( )JC-1 la a sr- ni-PS. E ixe-ves • I■3stS 0 ‹rrrel e- 9 it V tiost--s po A- Y41 s. . - inspector ate: 3/1 (cif O moo REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL DATE I \- ■'1-`3S PROJECT NAME Tovs1S2. 1 -4t444- s oot. ' ca.A1 P14-1-0 F lC,cvJCa { e=0,6-16'S 2kC.4.31`0(7 7 iNPPLATINANc.E. 3 ADDRESS H 1 M 2 S l 4 4 sekel CONTACT PERSON M\ -- '� rinJF 6 PHONE (zor;) 6.7-4 8 227 ARCHITECT OR ENGINEER Y �.nY`'=RNn�,'1'aN/`(L., PLAN CHECK/PERMIT NUMBER 69% " O'er 3 TYPE OF REVISION: S14' No. I.o1e2 Op'Ei0r1 Z Aco ce-% — I.0IA- as .s.ibMtrk3/4 —x --9 s SHEET NUMBER(S) S'eZ- "C1oud" or highlight all areas of revisions and date revisions. SUBMI'1'Ib.D TO: /6:744ecw (/“ C"%-S-C/ RECEIVED CITY OF TUKWILA NOV 17 1993. PERMIT CENTER LEGAL DESCRIPTION PARCEL G; THE SOUTH' HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 190 FEET OF THE EAST 565 FEET OF THE SOUTH 320 FEET OF SAID SUBDIVISION; AND EXCEPT THE SOUTH 20 FEFT DEEDED TO KING COUNTY FOR ROAD UNDER AUDITOR'S FILE N0, 1150646; AND EXCEPT THE WEST 30 FEET DEEDED TO KING COUNTY BY AUDITOR'S FILE N05. 472349 AND 5548565; EXCEPT THE NORTH 30 FEET OF THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 HORTH,•RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF THE WEST 30 FEET OF 5A10 SUBDIVISION AND WEST OF THE SOUTHERLY PRODUCTION OF THE EAST LINE OF VIEW STREET "4390 AVENUE SOUTH" AS SHOWN ON THE PLAT OF RIVERTON MACADAM ROAD TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON; DEEDED TO KING COUNTY FOR ROAD UNDER AUDITOR'S FILE NO. 6010970; AND EXCEPT THE NORTH 3 FEET OF THE SOUTH 23 FEET OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.H „ IN KING COUNTY, WASHINGTON, FROM EHGR. STA. 88.80 TO ENGR. STA. 90100 AS SURVEYED BY KING COUNTY SURVEY N0. 20.23 -4.46, DEEDED TO KING COUNTY FOR ROAD UNDER AUDITOR'S FILE N0. 74881303131 ALSO THE WEST 500 FEET uF THE NORTH 609,04 FEET OF THE SOUTH 629.84 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 , NORTH, RANGE 4 EAST, H.M., IN KING COUNTY, WASHINGTON. CITY OF ETUKWILA OCT 1 1 ;3j3 PERMIT CENTER VICINITY MAP N '{lofp I:∎„j 513074/1 1. ^.7;1 ;t ©'1 lgli®� °1 I [1t! A i '. ' 9C'rZ1V i17 111 IN11®� 1.11 N SI hm1c.� 11 /107 1, 111. � 1 C ;:„ /1 101017./1 111 1 4 11,1 High 111:7: n 1 S1h ir, ., 11 1 r i 410 �� ► If �. PIM nitl tr if mina 74--- Akan1 fiFIX iiiirriE,G,011,Ts: um GG IN asmuitarr IS TN T OIHT 070110 E44 N 0 .4IIIIHU •ter, Foster 17.. 1,11. 111, Unfit 1. 111(11 ` c1rllnl !'Club He 11 0IN17. 1 111107 ti 111114 11. 1/0114 3?. 11 SEATTLE -TACO INTERNATIONAL AIRPORT USN 1/1114 11 1 • ?it15 • ,/11207— pevi1 14rAAI to' -Ip►u l &!'! Prit4 ;Ca- _ PePtZnVe AUMPNAT'E 1121 W(fiCe to 3 SEE LOOM mice Mr OF 1P eUNE Te .soya " Hl64 ftNce tut I understand that the Plan Check approvals are ; ibiect to errors and omissions and approval of . •,,ns does not authorize the violation off 'any .:.: ;;I�ted code °a o �olveci plans acknowledged. s.r�ctor's copy of appona roved Permit No. 101-0" R TUI'IN )1.114 • RECEIVED CITY OF TUKWILA BENCl{ -NOV 111393- i _ I PERMIT CENTER . OCALL 30I,otABENCN 1A.,0-141. • so* ildon....■•••te.q..0240.0SLOS'OxitontiriSatit4.4./ :- __. z_es ei_ , ._ _lc `-rIP i tem H ref4, et m i • es WF i tmp ?KS .AReA •■+ ICIIF=1/ rw R� .� ij� e..R AMMO .ter' w104• r' r •Nrall r. row r* o ■■•■ mow r • jpevt%, iJew to - " ........,1%it..... Ice, cotAtt .sourw 1`Ne pPLlcilve AurciaNATD Ac -2.: RRePi.A ce 10-ow H t 4 IVNC� u (p-z" !{tsS�F FeNee , FILE COPY ,snderstand that the Plan Check approvals are to errors and omissions and approval of iv does not authorize the violation of any • ;;i,pted code or ordinance. Receipt ractor's copy of approved pla n By 114- -c 11 Date - Permit No. ; I"c I,piA►BENCH i� <<{ —1 . • 'tL) • FOSTER f Cif scHooL FENCING PROJECT 1- w SCALE: 1" ■ 30' -0" N 1 t ris >4 § 1 CANI w 514T. NO. OF'j1 dN ,41=- 1.O1a2 .6 :zi ffi HEERY SEATTLE, WASHINGT0s1 SCALE: 1" • • 30-0" * FOSTER 1-11G1-4 SCHOOL" FENCING PROJECT DATE: 10-30—'33 PERMIT SET ' SITE PLAN -, AREA E5 QI at (;4431) 00111•04 M4119011110 d 41100119 104 lmwe 40 r ,. 1•11111 ■. 1,111 1 ! C1.1 111_1 9 I t t'. n 0 t-.? r } • i • • • • • • • • - ri EE Y SEATTLE, WASHINGTON FOSTER I-41G1 SCHOOL FENCING FROJECT DATE: 10-30-93 PERMIT SET LANDSCAPE PLANTING PLAN 1 1 1 1 I0 •1/1 e 8{4T. NO_ L -1_102 EIEEBY SEATTLE, WASHINGTON SALE: 1" • 3O1 0 OS�' ' 4-� IC 5� 00�.. IN PROJECT DATE: I0-30-S3 ERMIT SET P LANDSCAPE SPRINKI.ERARRIGATICNNC 41( Cs! f 4411 5EATT1..E, WASHINGTON DATE: I0-30 -93 PERMIT BET CIVIL. SITE PLAN FOSTER HIGH I- SCk001_. FENCING PROJECT PROJECT MANUAL Specifications and Drawings for Playfield Fencing, Gates, Backstop and Appurtenances at FOSTER HIGH SCHOOL South Central School District #406 Tukwila, Washington (206) 248 -7587 September 30, 1993 ARCHITECT /PROJECT MANAGER Ileery International, Inc. 1800 Ninth Avenue, Suite 1400 Seattle, WA 9810% (206) 621 -8227 RECEIVED CITY OF TUKWILA OCT 1 CENTER FOSTER HIGH SCHOOL FENCING PROJECT TABLE OF CONTENTS DIVISION 0 - BIDDING & CONTRACT REQUIREMENTS SECTION SECTION SECTION SECTION SECTION 00020 00100 00300 00301 00500 SECTION 00510 Invitation to Bid Instructions to Bidders Bid Form Affidavit of Non - Collusion Owner- Contractor Agreement and General Conditions Supplemental Conditions DIVISION 1 - GENERAL REQUIREMENTS SECTION SECTION SECTION SECTION SECTION 01010 Summary of the Work 01030 Alternates 01200 Project Coordination & Meetings 01425 Wage Rates & Prevailing Wages for King County 01450 Safety Procedures DIVISION 2 - SITEWORK SECTION 02070 SECTION 02830 SECTION 05510 Selective Demolition Chain Link Fencing and Gates and Backstop Bollards CONTRACT DRAWINGS(11' x 17 ") AF1.01A Fencing Plan AF1.01B Tennis Court Gates REFERENCE DRAWINGS(Abridged at 11" x 17 ") C -2 L1.01 L1.02 Civil Site Plan • Landscape Plan Irrigation Plan REFERENCE AND CONTRACT DETAILS(S 1/2" x 11 ") Site Detail Sheets 11,04, 11.06, 11.08, 11.15, 11.16, and 11.21 September 30, 1993 TABLE OF CONTENTS oily ROF TUKWILA 9 c 1 1993 PERMIT CENTER FOSTER HIGH SCHOOL FENCING PROJECT SECTION 00020 INVITATION TO BID RECEIVED CITY OF TIJKWILA OCT 11393 PERMIT CENTER Sealed bids will be received by South Central School District No. 406 for playfield chain link fencing, gates, appurtenances and backstop for Foster High School. To receive consideration for award, the bid shall be submitted on the bid form attached and received before 4:00 p.m. on October 15, 1993. The bids shall be signed, sealed and clelivered, or at the bidder's option mailed to: South Central School District No. 406 Administration Building 4640 South 144th Street Tukwila, Washington 98168 Attn: Kirstine Whisler, Director of Business and Support Services Bid envelopes shall also bear the name and return acldress of the bidder. The outside of bid envelopes shall be plainly labeled: SEALED BIDS FOR: FOSTER HIGH SCHOOL - PLAYFIELD FENCING AND BACKSTOP Improperly addressed or labeled bids may not be considered. The District will not be responsible for premature opening of bids that are not properly marked. It is the responsibility of each bidder to ensure that their bid is actually received by the Administration Office prior to the date and time set for the Bid Opening. No responsibility will be taken by the District for failure of a bid to be received due to delays in the U,S. mail, internal District mail, wrong address, misdirecting, or wrong delivery by any bidder; however, the Administration Office will acknowledge receipt of hand-delivered bids, if so desired. Additional copies of the bid document may be obtained from the Administration Office. No bidder may withdraw his bicl after the time set for the opening thereof unless the award of the contract is delayed for a period exceeding (45) clays. Bidder questions may be addressed to the office of the Architect / Project Manager, Heery International, Inc. at 621 -8227. OPENING DATE IS OCTOBER 15, 1993 AT 4:00 P.M. September 30, 1993 INVITATION TO BID 00020 - 1 FOSTER HIGH SCHOOL FENCING PROJECT SECTION 00100 INSTRUCTION TO BIDDERS PREPARATION OF THE BID: 1. EXAMINATION OF CONTRACT DOCUMENTS CITY RE OF OCr 11993 PERMIT CENTER Bidders shall thoroughly examine and be familiar with the contract documents. Failure of any bidder to examine the bid form, instruments, addenda, or documents, as well as failure to be acquainted with existing conditions if applicable, shall in no way relieve the bidder from the obligations of bid. As -built drawings of the affected work area are available for Contractor review at: South Central School District No. 406 Administration Building 4640 South 144th Street Tukwila, WA 98168 (206) 248 -7587 Submission of a bid shall be taken as prima facie evidence of compliance with this section. 2. INTERPRETATION OF CONTRACT DOCUMENTS If a bidder finds discrepancies in, or omission from these contract documents, or questions their meaning, they are requested to immediately notify the Director of Business and Support Services, which, if necessary, will issue a written interpretation of the document as an addendum to all bidders. It is the responsibility of each bidder to be aware of all acldencla issued. The District will not be bound by or responsible for any oral interpretation of the intent or meaning of the specifications or other documents. Questions received less than five (5) calendar clays prior to the Bid Opening cannot be answered. All acldencla issued will become part of' the basic bid and any contract: that may result therefrom. Any bid which fails to include the requirements of all addenda may be rejected as a non responsive bid. 3. FORM OF THE BID (BID DOCUMENT) Bids shall be made on the enclosed form. Only the amount of information asked for on the Bid Document will be considered as the bid. ALSO, NOTE THAT ERASURES, INTERLINEATIONS OR OTHER CORRECTIONS MUST BE INITIALED BY THE PERSON SIGNING TIIE BID OR TI -IE BID MAY BE REJECTED AS NON RESPONSIVE. Bidders are advised that all alternate items on the bid form shall be completed. 4. CERTIFICATION a. The Certification Form for each bid must be signed in long hand with each bidder's usual signature and submitted along with a Bid Document. The full September 30, 1993 INSTRUCTIONS TO BIDDERS 00100 - 1 FOSTER HIGH SCHOOL FENCING PROJECT name and address of each person signing shall be typed or printed below their signature. b. Bids by corporations must be signed with the legal name of the corporation, followed by the name and the signature of the President, Secretary, or other person authorized to bid. 5. MODIFICATION OF BID No modifications will be considered for any bid submitted. 6. LATE BIDS RECEIVED CITY OF TUKWILA T 1 1993 PERMIT CENTER Any bid received after the scheduled opening time for bids will be returned unopened. 7. WITHDRAWAL OF BIDS Any bidder may withdraw their bid, either personally or by written request, at any time prior to the scheduled, opening of bids. 8. BID OPENING AND AWARDS a. Only "Invitation to Bid" proposals will be publicly opened and read. No bid results will be given over the telephone. Bid recaps will be made available for review at the Administration Office, after the formal awards are made. For a copy of the bid recap, please submit a request along with a prepaid self- addressed envelope to the Director of Business and Support Services. b. The District's Board of Directors reserves the right to reject any or all bids, without penalty, to split awards, and to waive any informalities or irregularities in any bid, or in the bidding, if the best interests of the District will be served. In the event of a tie bicl, award determination will be based on the earliest bicl received. 9. ACCEPTABLE SUBSTITUTIONS (WHEN APPLICABLE) The District reserves the right to approve or disapprove proposed deviations in design, function, construction, or similar differences. No deviations will be allowed without the District's prior written authorization. Bids shall be based upon specific articles and materials named in the specifications. Substitutions may be made only under the following conditions: PRIOR TO BID OPENING The District's written approval of an acceptable substitution other than those specified will be in the form of an addendum to the specifications, issued after the following requirements are met and will indicate additional products approved for this project. All proposed substitutions must be substantially identical in appearance and construction. September 30, 1993 INSTRUCTIONS TO BIDDERS 00100 • 2 FOSTER HIGH SCHOOL FENCING PROJECT Bidders shall submit a request in writing to the Director of Business and Support Services at least five (5) days prior to bid opening date. Request shall clearly define and describe the product for which approval is requested. Requests shall be accompanied by the manufacturer's literature, specifications, drawings, cuts, performance data, list of references, or other information necessary to completely describe the item. A sample of the proposed substitutions may be presented at the time the written request is submitted. All bidders will be notified by addendum of approved substitutions no later than two (2) working days prior to bid opening. Contact the Director of Business and Support Services for submission of proposed alternate. Samples not removed from the District within fifteen (15) clays after notice to remove is given will be disposed of at the direction of the District. 10. CONTRACTOR No bid will be accepted from a Contractor who has not been licensed in accordance with the laws of Washington to perform the Work described herein. Before a contract will be awarded, the Owner will conduct an investigation to determine the responsibility of the apparent lowest Bidder, including the performance record and ability of the Bidder to perform the size and type of work specified herein. Upon request, the Bidder shall submit such information as the Owner requests to evaluate the Bidder's qualification as a fencing contractor. 11. PREVAILING WAGES Pursuant to RCW 39.12, no .worker, laborer, or mechanic employed in the performance of any part of the contract shall be paid less than the "prevailing rate of wage" as determined by the Industrial Statistician of the Department of .Labor and Industries. See Section 01425 for further information. END OF SECTION September 30, 1993 RECEIVED CITY OF TUIVVILA OCT PERMIT CENTER INSTRUCTIONS TO BIDDERS 00100 • 3 FOSTER HIGH SCHOOL FENCING PROJECT SECTION 00300 BID FORM PLAYFIELD FENCING AND BACKSTOP FOSTER HIGH SCHOOL South Central School District No. 406 Tukwila, Washington Date: , 1993 TO: Board of Directors South Central School District No. 406 District Administration Office 4640 South 144th Street Seattle, Washington 98168 Ladies & Gentlemen: CITY OF TUKWILA O C T 1 1993 PERMIT CENTER The Undersigned Bidder declares that the only persons or parties interested in this Bid are those named herein, that this Bid is, in all respects, fair and without fraud, that it is made without collusion with any official or representative of the Owner, and that the Bid is made without any connection or collusion with any person submitting another Bid on this Contract. The Bidder further agrees that it has exercised its own judgement regarding the interpretation ofsubsurface information and has utilized all data which it believes pertinent from the Architect, Owner, and other sources in arriving at its conclusions. The Bidder further declares that it has carefully examined the Contract Documents for the installation of the playfield fencing and backstop at Foster High School, that it has personally inspected the site, that it has satisfied itself as to the quantities involved, including materials and equipment, and conditions of work and the fact that the description of the quantities of work and materials herein is brief and is intended only to indicate the general nature of the work contained in the detailed requirements of the Contract Documents, and that this Bid is made according to the provisions and under the terms of the Contract Documents, which are hereby made a part of this Bid. The Undersigned Bidder states that it has the ability and means to complete the Work in a timely manner and proposes to furnish all labor, materials, machinery, tools, and other means of construction, and to perform all work required by and in stric :t accordance with the Contract Documents for the following sums: September 30, 1993 BID FORM 00300 - 1 FOSTER HIGH SCHOOL FENCING PROJECT DO NOT INCLUDE SALES TAX IN ANY OF THESE PRICES. 1.01 BASE BID For the Base Bid, as defined in the Project Manual, the sum of: CITYROF TUKWILA C T 1 1993 PERMIT CENTER DOLLARS ($ 1.02 DEDUCTIVE ALTERNATE BIDS The Undersigned proposed to perform the following deductive items of work, as further described in Section 01030 of the Project Manual, for the following sums to be deducted from the Base Bid: Deductive Alternate Bid No. A -1: Deduct all work and materials to provide a 4' high fence along the west edge of the playfield shown in the plans. Deduct: $ Deductive Alternate Bid No. A -2: Deduct all work and materials to provide a 6' high fence along the north edge of the playfielcl as shown on the plans. Deduct: $ 1.04 SALES TAX None of the above bid prices include State Sales Tax. 1.05 REINSTATEMENT OF ALTERNATE BIDS The Undersigned agrees that the Owner has the right to reinstate, at the bid price, any Alternate Bid not incorporated into the contract, provided the Owner so notifies him within ten (10) calendar clays after the contract is signed: 1.06 TIME OF COMPLETION Refer to Section 00500, Article 2 of the Abbreviated Form of Agreement Between Owner and Contractor. 1.07 LIQUIDATED DAMAGES Shall be based on actual damages incurred by Owner from date of Substantial Completion. 1.08 CONTRACT, BONDS & INSURANCE Should be Undersigned be notified of the acceptance of this bid within 45 days after the time sot for opening bids, he agrees to execute a contract for the above work, for a compensation computed from the above sums, and to furnish insurance certificates as required by the Contract Documents. Performance, payment and maintenance bonds are not required. September 30, 1993 BID FORM 00300 - 2 FOSTER HIGH SCHOOL FENCING PROJECT RECEIVED 1.09 BID SECURITY CITY OF TUKWILA Not required. 9t:. The Undersigned further agrees to execute the formal Contract within ten (10) drktfifftitpleENTER date of' Notice of Acceptance of this Proposal, and in case the undersigned fails or neglects to appear within the specified time to execute the Contract, the undersigned will be considered having abandoned the Contract. ADDENDA Receipt of the following Addenda to the Contract Documents is acknowledged: Addendum No. Date Addendum No. Date Addendum No. Date Addendum No. Date Addendum No. Date Addendum No. Date The Contractor stipulates and agrees that he has reviewed the liquidated damages requirements based on actual damages, and are not a penalty. Contractor's Initials The Contractor stipulates and agrees that he has reviewed the applicable prevailing wage rate schedule and has made appropriate provision in the submitted bid for payment of these prevailing wage rates. Name of Firm Contractor's Initials By (Signature) Title Address Telephone Zip State of Washington Contractor's License No. September 30, 1993 BID FORM 00300 - 3 FOSTER HIGH SCHOOL FENCING PROJECT RECEIVED CITY of TUKWILA NOTE: If bidder is a corporation, write state of incorporation; and if a partnership, givPfuTl 1 1993 names and addresses of all partners below: PERMIT CENTER Enclosures: Affidavit of Non - Collusion FOSTER HIGH SCHOOL FENCING PROJECT SECTION 00510 SUPPLEMENTAL CONDITIONS DESCRIPTION RECEIVED CITY OF TUI(WILA OCT 1 192 PERMIT CENTER The following supplements modify, change, delete from, or add to the referenced "Abbreviated Form of Agreement Between Owner and Contractor ". Where any article of the Agreement and General Conditions is modified or any paragraph, subparagraph, or clause is modified or deleted, the unrelated provisions of that article, paragraph, subparagraph, or clause remain in effect. ARTICLE 9 CONTRACTOR 9.5 Add the following: "The Owner shall obtain and pay for the building permit issued by the City of Tukwila." 9.12 Add the following after 'Architect' in the second line: "Project Manager," ARTICLE 19 MISCELLANEOUS PROVISIONS Add the following: 19.3 The laws of the state of Washington shall govern any the venue of any action brought hereunder shall be in the Superior Court;, County of King, State of Washington or Federal Court Western District Northern Division. ARTICLE 20 TERMINATION OF THE CONTRACT Add the following: 20.3 The Owner may terminate the contract, in whole or in part, when it is in the best interest of the Owner upon ten (10) days prior written notice. Add the following: ARTICLE 21 NOTICE TO THE GENERAL PUBLIC 21.1 Tobacco use is prohibited inside all District facilities, on all District Property, and in District vehicles. District facilities that are leased to other agencies will be governed by this policy unless an exception is included in the agreement with such agencies. END OF SECTION September• 30, 1993 SUPPLEMENTAL CONDITIONS 00510 - 1 FOSTER HIGH SCHOOL FENCING PROJECT SECTION 01010 SUMMARY OF THE WORK PART 1 - GENERAL 1.01 DESCRIPTION RECEIVED CITY OF TIJI<w ►LA VI' 1 ,:.,. PERMIT CENTER A. Provide all supplies, tools, equipment, scaffolding, transportation, utilities, services, superintendence, and labor, and the furnishing of all materials, items, and accessories needed for the construction of the work, in strict conformance with the Contract Documents. B. The Work includes ten(10) and six(6) foot high chain link fencing, a baseball /softball backstop, gates and hardware for existing tennis court access, and demolition and removal of existing fencing, gates, wood posts, and fence pole foundations. 1.02 CONTRACTOR'S USE OF PREMISES A. Contractor shall limit his use of the premise for Work and for storage to allow for: 1. Owner Occupancy 2. Public use 3. Coordinated use of premises 4. Full responsibility for protection and safekeeping of products under this contract stored at site. 5. Moving stored products, under Contractor's control, which interfere with operations of the Owner or separate Contractor. 6. Obtaining and paying for use of additional storage or work areas needed for operations. Construction Operations 1. Do not unreasonably encumber site with materials or equipment. 2. The Contractor may utilize water, power and restroon facilities at the school. 1.03 EXCESSIVE NOISE Comply with EPA Noise Control Act of 1972 and any other local applicable requirements. A. Minimize noise during working hours. Notify Owner at least 48 hours in advance to any necessary excessive noise. Comply with Owner's instructions. Conform to the following, as applicable: 1. Use trucks, dozers, loaders, compressors, and the like equipped with satisfactory functioning air effective exhaust mufflers. 2. Locate compressors, pumps, and the like stationary equipment as remotely as possible from noise sensitive building areas. Noise shield September 30, 1993 SUMMARY OF TI -IE WORK 01010 - 1 FOSTER HIGH SCHOOL FENCING PROJECT RECEIVED CITY OF Ti 1KWILA as required. PERMIT CENTER 3. Equip jack hammer with air outlet silencers and sound-controlling materials. 4. Use earth drills if equipped with sound - controlling housings made of leaded vinyl or other effective sound - controlling materials. 5. Substitute quiet fabricating techniques for noise such as welding for riveting. B. Classes are in session from 7:30AM to 3:OOPM. After school sports programs will also be underway during the period of this Work. 1.04 JOB CONDITIONS A. EXISTING CONDITIONS 1. Contractor shall be fully responsible prior to bidding to investigate fully the rnethocls required to completely perform the Work. The Contractor shall visit the site and fully inform himself of the areas in which the Work is to take place, including the limits of area allowed for working conditions, the areas limited for access to the work, and the areas available for the delivery and storage for new material. B. PROTECTION AND RESTORATION 1. Protect surrounding areas and surfaces, and adjacent properties to preclude damage during construction. Provide fences; traffic barriers or other methods as required. 2. The work area has trees within the north and west perimeters. Do not remove trees within project limits. Protect trees from damage. 3. The work area has underground sprinklers and storm drainage. The Contractor shall protect all utilities and equipment from damage during construction. 4. Utilities and as -built conditions are shown on the reference drawings, insofar as possible to do so. These, however, are shown for convenience only and the Owner and Architect /Project Manager assume no responsibility for improper locations or failure to show utility location on the Drawings. The Contractor is responsible for determining the location of existing utilities (whether shown or not) prior to commencing work. At Contractor's expense, immediately repair and restore operation of any utilities and equipment damaged during construction; conform to utility company's and Owner's repair requirements. 5. Repair and restore, at Contractor's expense, all Contractor damaged landscaping including sod and grass. C. MAINTAINING TRAFFIC 1. Ensure minimum interference with roads, streets, driveways, sidewalks, and adjacent facilities. 2. Do not close or obstruct streets, sidewalks, alleys, or passageways without written permission from authority having jurisdiction. Maintain September 30, 1993 SUMMARY OF THE WORK 01010 - 2 FOSTER HIGH SCHOOL FENCING PROJECT CITYROF ruicw ILA OCT 1 199 emergency vehicle access on adjacent streets and within site. PEfMrr CENTER 3. If required by governing authorities, provide alternate routes around closed or obstructed traffic ways. PART 2 - PRODUCTS 2.01 TEMPORARY BARRICADES A. BARRIERS, SAFETY GUARDS & WARNING LIGHTS 1. Provide for protection of the public and property, as required by law and ordinance, and as the situation dictates for the protection and safety of people and property. PART 3 - EXECUTION Not used. END OF SECl'ION September 30, 1993 SUMMARY OF THE WORK . 01010 3 FOSTER HIGH SCHOOL FENCING PROJECT SECTION 01030 ALTERNATES c:fl# F TU CW/LA OCT 1 1923 PERMIT CENTER PART 1 - GENERAL 1.01 DESCRIPTION A. Each bidder shall state in his bid, in the spaces provided therefor in the Bid Form: 1. His proposal for preparing the work of the Base Bid, as defined in Paragraph 1.02 below. 2. Deductive alternate proposals, stating the sums to be deducted to the Base Bid for deducting items of work listed in Paragraph 1.03 below. B. All bid prices shall include adjustments in the work of all trades as may be necessary. 1.02 BASE BID Includes all work indicated on the drawings and/or specifications, EXCEPTING only the work included the deductive alternate bids described in Paragraph 1.03 below requiring lessor costs. 1.03 DEDUCTIVE ALTERNATE BIDS The following items of work, as shown on the drawings and described in the specifications, are not to be included in the base bid: A. Deductive Alternate bid No. A -1 A four(4) foot high [in lieu of a six(6) foot high] chain link fence along the west edge of the playfield as shown on the plans. Deductive Alternate Bid No. A•2 A six(6) foot high [in lieu of a ten(10) foot high] chain link fence along portions of the.north edge of the playfield as shown on the plans. END OF SECTION 01030 1 ti FOSTER HIGH SCHOOL FENCING PROJECT SECTION 01200 PROJECT COORDINATION & MEETINGS PART 1 - GENERAL 1.01 DESCRIPTION A. RELATED WORK SPECIFIED ELSEWHERE 1. Section 02830 Layout PART 2 - PRODUCTS Not Used PART 3 - EXECUTION 3.01 COORDINATION RECEIVED CITY OF TUKWILA T 11:x:13 PERMIT CENTER A. GENERAL 1. Contractor is responsible for the coordination of the work of all trades. He shall check specifications, addenda, and drawings covering all trades as the work progresses. He shall promptly notify the Architect what he considers omissions, conflicts or points requiring clarification. 2. Contractor shall give the Owner 48 hour advance notice of his intention to work overtime, nights, Sundays or holidays, or anytime outside the usual working hours. In no case shall the Contractor do any such work without first notifying the Owner to permit arrangements for proper inspection. 3. Laydown area to be a 25' wide strip within the perimeter edge of the playfield. The playfield may be occupied during construction. B. SITE ACCESS 1. Primary site access from 44th Avenue South at NE corner of the site. 2. Secondary site access from South 144th Street via the parking lot south of' the playfield. 3. Contractor is cautioned that at times during construction, there may not be sufficient room to park for all construction personnel on site. Contractor shall make other arrangements. 3.02 SCHEDULE A. Contractor to prepare a bar chart schedule showing activities to be performed under the Work, in sequence, to be submitted to the Architect for review at the time of the Preconstruction Conference. Activities shall include submittal and review of shop drawings, procurement, layout, demolition, post holes, setting of posts, etc. to fully depict the work to be accomplish. September 30, 1993 PROJECT COORDINATION & MEETINGS 01200 - 1 FOSTER HIGH SCHOOL FENCING PROJECT 3.03 MEETINGS RECEIVED CITY OF TUKWILA O C T 1 1993 PERMIT CENTER A. PRECONSTRUCTION CONFERENCE 1. Prior to starting any work at the site, the Owner will call a meeting which shall be attended by the Owner or his designated representative, Architect /Project Manager and the Contractor, to discuss any questions that may come before the meeting and to assist in establishing a full understanding of the procedures and requirements for orderly progress of the work. The time and location of the conference will be established after award of the Work. Contractor shall be responsible for notifying his personnel and any subcontractors who will be attending the conference. B. PRE - INSTALLATION MEETING 1. A pre - installation meeting will be held at the site to review and approve the layout as specified under Section 02830. This meeting could be held in conjunction with the Preconstruction meeting. END OF SECTION September 30, 1993 PROJECT COORDINATION & MEETINGS 01200 - 2 FOSTER HIGH SCHOOL FENCING PROJECT PART 1 - GENERAL 1.01 DESCRIPTION SECTION 02070 SELECTIVE DEMOLITION O C T 1 2 iz-13 PERMIT CENTER CITY TUKWILA A. The work includes demolition and removal of existing fencing, gates, wood telephone posts, and fence pole foundations to accomplish the work indicated in the contract documents. All material resulting from demolition work shall be removed from the limits of Owner's property. Remove rubbish and debris from the site daily unless otherwise directed. B. RELATED WORK IN OTHER SECTIONS 1. SECTION 00500 Owner - Contractor Agreement and General Conditions. 1.02 QUALITY ASSURANCE A. REQUIREMENTS OF REGULATORY AGENCIES 1. Uniform Building Code (UBC), 1988 Edition 2. City of Tukwila 3. Applicable Federal and State Agencies 4. Applicable Utility Agencies 1.03 SUBMITTALS A. PERMITS 1. Permits and notices from applicable agencies authorizing demolition. 2. Permits for transport and disposal of debris. 1.04 JOB CONDITIONS A. EXISTING CONDITIONS 1. Contractor shall be fully responsible prior to bidding to investigate fully the methods required to completely demolish the work indicated on the drawings and specified herein and shall include all costs for said demolition and removal in his bid. B. PROTECTION 1. Protect surrounding areas and surfaces, and adjacent properties to preclude damage during construction. Provide fences; traffic barriers or other methods as required. 2. Do not remove trees within project limits. Protect trees from damage. September 30, 1993 SELECTIVE DEMOLITION 02070 - 1 FOSTER HIGH SCHOOL FENCING PROJECT CITY OF TUKWILq C. MAINTAINING TRAFFIC a f. r 1 i jy..) 1. Ensure minimum interference with roads, streets, driveways, siciewlTalTER and adjacent facilities. 2. Do not close or obstruct streets, sidewalks, alleys, or passageways without written permission from authority having jurisdiction. Maintain emergency vehicle access on adjacent streets and within site. 3. If required by governing authorities, provide alternate routes around closed or obstructed traffic ways. PART 2 - PRODUCTS 2.01 TEMPORARY BARRICADES A. BARRIERS, SAFETY GUARDS & WARNING LIGHTS 1. Provide for protection of the public and property, as required by law and ordinance, and as the situation dictates for the protection and safety of people and property. PART 3 - EXECUTION 3.01 PREPARATION A. GENERAL 1. Provide 48 hour notice to the Owner prior to start of the work. 2. Provide and conform to all permits, approvals and necessary agency requirements for site demolition, work indicated on the drawings and specified herein. 3. Remove all loose material, and debris caused by or remaining from demolition work. 4. Backfill holes left by removal of posts using spoil from new post holes. Compact fill material and level to one inch above ajacent finish grade. 3.02 DISPOSAL OF DEMOLISHED MATERIAL A. MAINTAIN CLEAN SPl'E Remove all materials and debris from site, streets and walk as work proceeds. B. HAUL Remove from site all demolished material not indicated to be salvaged. Do not accumulate removed non usable material at site. Ilaul all said material /debris to an approved disposal site as selected by the Contractor, at the Contractor's expense. END OF SECTION September 30, 1993 SELECTIVE DEMOLITION 02070 - 2 FOSTER HIGH SCHOOL FENCING PROJECT SECTION 02830 CHAIN LINK FENCING, GATES AND BACKSTOP PART 1 - GENERAL 1.01 DESCRIPTION A. GENERAL SCOPE OF WORK CITY oP TUCWI�q a r r 1 19,3 PERMIT CENTER In general, work of this section includes a baseball /softball backstop and a 6- foot and 10 -foot high enclosure fencing around the perimeter of the play field area as shown on the drawings. B. RELATED WORK IN OTHER SECTIONS 1. SECTION 00500 Owner- Contractor Agreement and General Conditions 1.02 QUALITY ASSURANCE A. STANDARD SPECIFICATIONS Except as noted hereinafter, conform to the Standards and Specifications of the Chain Link Fence Manufacturers Institute, 630 Third Avenue, New York, N.Y., 10017, including: 1. Standards for Steel Chain Link Galvanized Fence Fabric (CS 246 -62). 2. Industrial Steel Specifications for Fence- Posts, Gates and Accessories. 3. Standards for Chain Link Fence Installation. B. QUALITY STANDARD SEAL, CERTIFICATE 1. Fencing to be affixed with the Quality Seal of the Chain Link Fence Manufacturer's Institute. 2. Non - institute manufacturers and installers shall submit a certificate, notarized, attesting conformance with the standards specified herein for fencing as provided by that firm. 1.03 SUBMITTALS A. MANUFACTURER'S DATA Submit manufacturer's data, specifications and installation instructions for fencing, gates and backstop. B. SHOP DRAWINGS Submit shop and installation drawings for backstop, fences and gates, including plan layout and details illustrating fence height, location and sizes of posts, rails, braces, gates and footings, hardware list and erection September 30, 1993✓HAIN LINK FENCING, GATES AND BACKSTOP 02830 - 1 FOSTER HIGH SCHOOL FENCING PROJECT procedures. PART 2 - PRODUCTS 2.01 MATERIALS A. GENERAL AECEI v C/ry OF rul(101,4 0Cr. 1 1993 PERMIT CENTER 1. Supplier is responsible for furnishing all components required for complete installation of new products including accessories, fittings, hardware, fastenings, anchors, other necessary accessories /fasteners as required for particular conditions of installation in each case. 2. Any necessary component, not specifically shown or definitely specified, must nevertheless be provided if the omission is regularly and clearly a part of fencing in accord with standard practice in this type of fence construction. 3. Height of dugout fencing to be 7 feet along the back and sides unless approved otherwise by the Owner. Opening to dugout to be nominally 7 feet high by 4 feet wide; with mesh continuing across the top of the opening. B. POSTS, RAILS AND BRACES 1. General: a. All structural and roll-formed shapes shall conform to provisions of ASTM A123 for galvanized coating. b. All tubular members shall comply with provisions of ASTM A120, Schedule 40, for weight and coating. 2. End corner and pull posts: Unless otherwise shown, shall be of 2.875 o.d. schedule 40 pipe weighing 3.893 lbs. per lineal foot and with a minimum bending strength of 381 pounds. 3. Line posts (10 feet; maximum spacing): Unless otherwise shown, shall be of 2,375 inch o.d. schedule 40 pipe weighing 2.779 lbs. per lineal foot and with minimum 201 pound bending strength perpendicular to fence lines, or an II- section weighing 2.70 lbs. per lineal foot and with minimum bending strength of 214 pounds. 4. Top and mid-height rails: a. Unless otherwise shown, shall be of 1.660 inch o.d. schedule 40 pipe weighing 1.72 lbs. per lineal foot and with minimum bending strength of 202 pounds. b. Furnish in manufacturer's standard lengths of approximately 21 September 30, 1992HAIN LINK FENCING, GATES AND BACKSTOP 02830.2 FOSTER HIGH SCHOOL FENCING PROJECT C pF 'v � w0r °4,4 X 19 :]. feet with couplings approximately 6 inches long for each j one coupling in each 5 shall have expansion spring. Provide �r ceiv means for attaching top and mid - height rails securely to each corner, pull and end posts. Top rail shall form continuous brace from end -to -end to each run of fence. c. If pipe rail fence is used, the length of top rail for pipe fencing without fabric shall be such that joints occur only at post locations. Weld top railing at coupling and file weld as necessary to make weld area smooth. d. Six foot high or less fencing will not require a mid- height rail except at terminal (end,corner,pull) and gate posts or required under 1.02 Quality Assurance. 5. Gate posts: a. Gate leaves up to and including 6 feet wide shall be of 2.875 inch o.d. schedule 40 pipe weighing 5.79 lbs. per lineal foot. b. Gale leaves over 6 feet and up to and including 13 feet wide shall be of 4 inch o.d. schedule 40 pipe weighing 9.10 lbs. per lineal foot. 6. Tension wire: (In lieu of bottom rail) 7 gauge galvanized coated coil spring wire to match fabric finish. 7. Post bracing assembly: Shall match top rail. Brace rail assembly shall be complete with 3/8 inch diameter rod and adjustable take -up. C. GATES 1. Fabricate swing gate perimeter frames of galvanized 1.50 inch o.d. steel pipe members, ASTM A120 Schedule 40, 2. Fabricate sliding gate perimeter frames of galvanized 2.875 inch o.d. steel pipe members, ASTM A120 Schedule 40. 3. Provide additional horizontal and vertical members to insure proper gate operation and for attachment of fabric, hardware and accessories. 4. Assemble gate frames by welding for rigid connections. Use same fabric as for fence, unless otherwise indicated. 5. Install fabric with stretcher bars at vertical edges, and tie at top and bottom edges. Attach stretcher bars to gate frame at not more than 15 inches o.c. 6. Attach hardware with rivets or by other means which will provide security against removal or breakage. 7. Provide diagonal cross - bracing consisting of 3/8 inch diameter adjustable length truss rods on gates where necessary to provide frame rigidity without sag or twist. 8. Gates at tennis courts shall have a mid -rail welded to the frame for rigidity. September 30, 199 CHAIN LINK FENCING, GATES AND BACKSTOP 02830 - 3 FOSTER HIGH SCHOOL FENCING PROJECT D. GATE HARDWARE Provide the following hardware and accessories for each gate; heavy finish: 1. Hinges: ciryRECFIVeb o� TV/qv/LA °cT 1 1.9,;j pFRItf/T canzli galvanized a. Pressed steel or malleable iron to suit gate size, non- lift -off type, offset to permit 180 degree gate opening. b. Provide 1 pair of hinges for each leaf. 2. Latch for swing gates: Forked type for single gate assembly; provide padlock eye as integral part of latch. E. CHAIN LINK FABRIC One piece fabric width for the fence height indicated, of 2 -inch mesh, 9 gauge. 1. Selvage edges: Unless otherwise shown, fabric shall be knuckled at top selvage and twisted and barbed at bottom. 2. Finishes: Heavy galvanized, minimum 1.2 ounces zinc per square foot, complying with ASTM A392, Class II. F. ACCESSORIES All accessories, except tie wires, shall be galvanized to comply with ASTM A153. 1. Post tons: Pressed steel, or malleable iron. Dome shaped. 2. Stretcher bars: (For tubular encl, corner or pull posts only) a. One piece lengths equal to full height of fabric with a minimum cross - section of 3.16 inch x 3/4 inch. b. Provide one stretcher bar for each end post, and 2 for each corner and pull post. 1 Stretcher bar bands: Heavy pressed steel, spaced not over 15 inches o.c. to secure stretcher bars to tubular end and corner pull post. 4. Wire ties: September 30, 1993HAIN LINK FENCING, GATES AND BACKSTOP 02830 - 4 FOSTER HIGH SCHOOL FENCING PROJECT a. For tying fabric to line posts, use 9 gauge steel wire clips for "C" section posts spaced 14 inches o.c. b. For tying fabric to rails and braces, use 9 gauge steel wire ties spaced 24 inches o.c. c. For tying fabric to tension wire, use 11 gauge hog rings spaced 24 inches o.c. G. BACKSTOP Backstop to be PW Athletic Company Model 1216 or equal. Height Width Depth RECEIVED CITY OF TUKWILA 20' -0" 62' -0" 20' -0" Outside Dimensions of Pipe Arches 2 7/8" Vertical Ribs 2 3/8" Horizontal Rails 1 1/16" OCT 119 ;:J PERMIT CENTER Backstop to be a permanent installation with posts in concrete. Layout of play field fencing based on Model identified above. Modifications to the layout by the Contractor may be required if a different backstop is used. H. MISCELLANEOUS MATERIAL AND ACCESSORIES 1. Concrete: a. Provide concrete consisting of portland cement complying with ASTM C150, aggregates complying with ASTM C33, and clean water. b. Mix materials to obtain concrete with a minimum 28 -day compressive strength of 2500 psi, using at least 4 sacks of cement per cu.yd. 2. Steel anchor accessories: Provide ASTM A36 steel shapes and plates as required for anchoring fence posts to wood fence structure. 3. Welding electrodes: Covered mild steel type complying to AWS Code, Series E70XX, 4. Field applied galvanizing repair paint: High zinc dust content paint for re- galvanizing welds, etc. in galvanized steel, complying with Military Specifications MIL -P -21035 (Ships). September 30, 1991IIAIN LINK FENCING, GATES AND BACKSTOP 02830 - 5 FOSTER HIGH SCHOOL FENCING PROJECT RECEIVED CITY OF TUKWILA PART 3- EXECUTION 0 C T 1 1n3 3.01 PREPARATION A. GENERAL PERMIT CENTER 1. Do not begin prior to completion of final layout and approval of Owner. Provide 48 hour notice to the Owner prior to start of the work. 2. Drill holes for post footings in firm, undisturbed or compacted soil. 3. Holes shall have a diameter equal to the diameter of the post plus 12 inches. 4. Excavate hole depths approximately 3 inches sleeper than post bottom, with bottom of posts set not less than 36 inches in concrete base. 5. Place concrete around posts in a continuous pour, tamp for consolidation. 6. Check each post for vertical and top alignment. 7. Remove excess spoil from site not used for backfill of post holes under Section 02070 Selective Demolition. Verify with Owner if spoil can be used elsewhere on the School grounds. Owner requested salvage to be moved and placed by Contractor at Contractor's expense. B. LAYOUT 1. The Contractor shall physically layout the fencing, gates, backstop and dugouts complete with location of posts and bollards for Owner review and approval. Adjustments to the layout shall be made by the Contractor at his expense to maintain the required distance between home plate and the backstop and other elements of the project as shown on the drawings as well as avoiding trees, site utilities and slopes and other physical obstructions. 2. Contractor shall use chalk for the site layout and re -mark as necessary. 3.02 INSTALLATION OF MATERIALS A. GENERAL 1. Do not install products which are observed to be defective in any way. 2. Install all products in perfect alignment, free from warp, twist or distortion; plumb, level and true; in accord with final shop drawings, manufacturer's instructions and recommendations for particular conditions of installation in each case. Ground slopes may require use of filler panels at the base of the fence to maintain security. The top of the Wing fences adjacent to the backstop and along the foul lines shall be installed with home plate as the reference. 3. Twist each wire tie into a minimum of two pigtails on outside of fence. 4. For welded construction, comply with AWS Code for procedures, appearance, quality of welds, and for methods used in correcting welding work. 5. Welding shall be continuous along entire line of concrete unless otherwise noted. September 30, 1993IlAIN LINK FENCING, GATES AND BACKSTOP 02830 - 6 FOSTER HIGH SCHOOL FENCING PROJECT REGtIVED CITY of TUKWILA OCT 11933 PERMIT CENTER G. Grind welds in finished surfaces smooth and flush to match and blend with adjoining surfaces. B. INSTALLATION OF CHAIN LINK FENCING AND ACCESSORIES 1. Posts: a. Install posts plumb, level, and in conformance with the above requirements, evenly spaced not greater than 10 feet apart; verify spacing layout prior to starting work. b. Install ground -set items in concrete for anchorage, as recommended by the fence manufacturer. 2. Brace Assemblies: Install braces so posts are plumb when diagonal rod is under proper tension. 3. Fabric: a. Pull fabric taut and tie to posts, rails, and tension wires. b. Install fabric on security side of fence, and anchor to framework so that fabric remains in tensions after pulling force is released. 4. Stretcher bars: Thread through fabric and secure to posts with metal bands spaced not over 15 inches o.c. 5. Tension wires: Install tension wires before stretching fabric and tie to each post with ties or clips. G. Gates: a. Install gates plumb, level, and secure for full opening without interference. b. Install ground -sot items in concrete for anchorage, as recommended by the fence manufacturer. c. Adjust and lubricate hardware to operate perfectly, smoothly, quietly, without binding. C. INSTALLATION OF BACKSTOP 1. Install in accordance with manufacturer's instructions including concrete footings. 2. Install plumb and level. September 30, 199EHAIN LINK FENCING, GATES AND BACKSTOP 02830 - 7 FOSTER HIGH SCHOOL FENCING PROJECT RECEIVED CITY OF TUKWILA OCT 1 1993 PERMIT CENTER 3. Align and offset backstop with home plate and foul lines as shown on the drawings. 4. Abutting fencing shall be connected vertically to the backstop arches. 3.03 CLEANING / REPAIRING A. GENERAL 1. Remove product manufacturer's temporary labels, protective coatings and marks of identification if provided; thoroughly wash surface, removing all foreign material. 2. Work shall be free from scratches, dents, permanent discolorations and other defects in workmanship and material; remove and replace damaged parts, surfaces which are not free from imperfection, or which have been damaged during installation or thereafter before time of final project acceptance. 3. Touch-up welds with field applied galvanizing repair paint. 4. Leave entire work in neat, orderly and clean condition. END OF SECTION September 30, 1993✓HAIN LINK FENCING, GATES AND . BACKSTOP 02830 - 8 FOSTER HIGH SCHOOL FENCING PROJECT SECTION 05510 BOLLARDS PART 1 - GENERAL 1.01 DESCRIPTION A. GENERAL RECEIVEb CITY OF TUKWILA OCT 1 19:i3 PERMIT CENTER The work includes the fabrication and installation of bollards including concrete and painting. B. RELATED WORK IN OTHER SECTIONS Section 02830 Concrete for post foundations. 1.02 SUBMITTALS A. MANUFACTURER'S DATA Submit manufacturer's specifications, dimension diagrams, anchor details and installation instructions for products to be used in the fabrication of pipe bollards. PART 2 - PRODUCTS 2.01 MATERIALS A. STEEL PIPE BOLLARDS 1. Provide 4 inch round schedule 40 ASTM A53 steel pipe, lengths as required for conditions shown; refer to Detail A/11.21. 2. Unless otherwise shown, bollards shall extend 3 -foot G- inches above adjacent finish grade and set in concrete footing as specified below. 3. Galvanize pipe inside and out after fabrication. B. SHOP PAINTING 1. Zinc- coated(galvanized) material. a. Solvent clean all surfaces, then apply acid etch treatment; clean and prepare surfaces in accordance with SSPC standard SP1. b. Apply one coat of zinc dust -zinc oxide primer Fed. Spec. TT -P- 641, Type III, 1 1/2 mil dry film thickness. c Shop prime all galvanized metal fabrications specified herein, unless otherwise noted. September 30, 1993 BOLLARDS 05510 - 1 FOSTER HIGH SCHOOL FENCING PROJECT PART 3 - EXECUTION 3.01 INSTALLATION - FABRICATED ITEMS A. STEEL PIPE BOLLARDS CITY OF RECEIVED OCT 1 19.J3 PERMIT CENTER Install at locations shown, set in concrete as detailed or otherwise required for rigidity, and conforming to the following additional requirements: 1. Unless otherwise shown, pipe bollards shall extend a minimum 36 inches below adjacent finish grade, set in concrete footing as detailed. 2. Drill holes for footings in firm, undisturbed or compacted soil. 3. Place concrete around bollards in a continuous pour, tamp for consolidation. Check each bollard for vertical and top. alignment. 4. After bollards have been set, fill with concrete and form top to a convex shape. Realign pipe if needed. 5. Clean pipe after installation; to be free of dirt and concrete. B. PAINTING 1. Standard of Quality a. Prime Coat; Tnemec Company, inc. "10 -99 Tnemec Primer" or equivalent lead -free, high solids primer meeting or exceeding performance requirements of Fed. Spec. TT- P -86G, Type I. b. Finish Coats: Modified alkyd semi -gloss exterior enamal paint. System Application a. Prime Coat: Apply one primer coat, 2.0 mils minimum dry film thichness. b. Finish Coats: Apply two brush or airless spray coats alkyd high gloss exterior enamal paint to all exposed surfaces, 4.0 mils minimum total dry film thickness; color as selected by Owner. END OF SECTION 05510 2 08/31/93 16:06 1T357 9022 BJSS GROUP RECEIVED CITY OF TUKWILA OCT 1 01004 me. . I/0 , ['51 -.1 A4414-15MITIIENITER VIALje. 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