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HomeMy WebLinkAboutPermit 6415 - Bedford Properties - Gateway North Building 6 - Office and WarehouseThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. 6415 Gateway North — Building 6 3425 South 116th Street RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. 57 DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. a i 3L0G Co Nkp I ADDRESS P.O. Box 33978, Seattle, WA _ ZIP 98133 WA. ST. CONTRACTOR'S LICENSE # SSGCO *249J8 EXP. DATE X91 ARCHITECT David Kehle Architect PHONE 433 -8997 ADDRESS 12878 Interurban Avenue South, Tukwila, WA � 98168 .' • 1 " 111 -N e J.: I • year 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: ®Sprinklers Q Detectors Q N/A UTILITY PERMITS REQUIRED? 0 Y eS (through O No Public worlcsl ZONING: M -1 BAR/LAND USE CONDITIONS? Q Yes ] No CONDITIONS (other than those noted on or attached to permit/plans) BUILDING OFFICIAL DATE: APPROVED FOR V� • ISSUANCE BY: , ' - �l` / Avw,! CITY OF TUKWILA Dept. of Community Development- Building Division 3300 Southcenter Boulevard, Tukwila WA 98188 '206) 431 -3670 BUILDING PERMIT NO DATE ISSUED: PROJECT NAME/TENANT Gateway North Bldg 6 TYPE WORK: 0 Rack Storage 0 Reroof DESCRIBE WORK TO BE DONE: New tilt -up PIS ADDRESS CONTRACTOR .1SE loon TOTAL 3425 S 116 St Bedford Properties 12720 Gateway Drive, Suite 107, Seattle, WA SSG Corporation BUILDWG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) 3 708.00 2,410.00 4.50 BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE A PE OF OD Building Addition U Tenant Improvement (commercial) U Demolition (building) 0 Remodel (residential) 0 Other: concrete office /warehouse building (shell only). SQUARE OCC. SQUARE OCC. FEET LOAD FEET LOAD OCC. LOAD SQUARE FEET SQUARE OCC. FEET LOAD F SQUARE OCC. TOTAL i TOTAL I hereby certify that I have read and 6idamined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. DATE: l 0 1 Y`7/ alle PHONE 367 -9393 1,084,380.00 ASSESSOR ACCOUNT # 102304 -9044 241 -1103 ZIP 98168 Grading/Fill This permit shall become null and void if the work is not commenced within 180 days fmm the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF .. p r DATE ISSUED: OCCUPANCY NO. PERMIT NO. - CONTACTED DATE READY DATE NOTIFIED 2nd NOTIFICATION q - - 90 BY: snit. ) BY: (init.) PERMIT EXPIRES AMOUNT OWING ^� O(v 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER 9 0 - DO(t 0TA BUILDING - Initial review v 91) al PUBLIC WORKS U OTHER BUILDING - final review REVIEW COMPLETED BUILDING PERMIT APPLICATION TRACKING PROJECT NAME C a N r- -h t= SITE ADDRESS SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) 0, 014 SQUARE FEET SQUARE OCC. SQUARE FEET LOAD FEET OCC. LOAD SQUARE FEET OCC. LOAD OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. • NSU TANT: Date Sent - Imo- i Q (ROUTED CZ FIRE t- ZZ -`(U 5 i // INIT: �/'L Z PLANNING 5- Z1'`7D 7 /n 9V INIT: INIT: 9 -Z4 INIT. • Date Approved FIRE PROTECTION: ('] Sprinklers C1 Detectors (l N/A FIRE DEPT. LETTER DATED: S - z y— 9U INSPECTOR: Ti z ZONING: /j'j- BAR/LAND USE CONDITIONS? Yes REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? cx Yes n No PUBLIC WORKS LETTER DATED: '} �Q Lt1 .0 7 W) f cam. 0 TYPE OF CONSTRUC . 1 1 . E 2m 1 5Miv 1RP UBC EDIT ON (year): w- SITE ADDRESS " 0 [ (D 5 , .. • SUITE # ■�% VALUE OF CONSTRUCTION - $ I. o t 3 o . oo 4 `�rc�a TY/ s. y PROJECT NAM ENANT 61011:04 IF 2-i - 1.121i4C4 (1 ASSESSOR ACCOUNT # ICYz 41 -,1vd- 4 TYPE OF -'New Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: Rack Stora.e O Reroof 0 Remodel residential 0 Other DESCRIBE WORK TO BE DONE: 1, 11 L t -LIP • f,'* 1 i'' ce ZE'-la f - -ILIt, 0H . BUILDING USE (office, warehouse, etc.) /116/ Wh Ot r / 1-ItAl ' 4ourtormiNc NATURE OF BUSINESS: WILL THERE BE A CHANGE IN W USE? 6I ✓f -1 U Nb Li Yes IF YES, EXPLAIN: I•�'!C SQUARE FOOTAGE - Building: I 1 , c 7 Tenant Space: Area of Construction: ( WILL THERE : STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 1 o 0 Yes IF YES, EXPLAIN: PROPERTY OWNER /b r PHONE ADDRESS I2'7f, JI� OPl - I I�J� ZIP ci ,•,..p. _ CONTRACTOR PHONE r_ _ _ __.: i ADDRESS po %x , y am �, I ZIP �P WA. ST. CONTRACTOR'S LICENSE # e� . vii db . EXP. DATE v64 igc I ARCHITECT 10 PHONE 4r ,J'��M AD XI�I DRESS Ivr/lI ✓ . I �-• LMJii.GJO, Up.1iJ ZIP G 1 o.b CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT (206) 433 -1849 BUILDING PERMIT FEE 370'6.00 PLAN CHECK FEE : Dti{fo C}o BUILDING. SURCHARGE 1 -1.0 PLAN CHECK NUMBER APPLICATION MUST BE FILLED .,_ OUT COMPLETELY BUILDII. PERMIT APPLICATION ENERGY: SURCHARGE TOTAL FEES (for staff use only) w59 1D Q RCPT # >F� DATE >1?�lVD C AR ....................... SIGNATURE BUILDING OWNER OR PRINT RINT NAME AGENT ADDRESS lib7 CONTACT PERSON PHONE DATE PHONE 4.. CITY /ZIP DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES clo 7 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 DevelopmAnt Prior to application submittal. Contact the permit Coordinator at 433 - 1851 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 433 -1849. 63/30/99 COMMERCIAL- NEW COMMERCIAL BUILDINGS/ADDITIONS • , . • • Completed building permit application (one for each structure) Assessor Account Number Two sets (2) of the following: .; : • . •• El . . . Specifications • . • 01 Structural calculations stamped by a Washington State licensed enainoer . • • . • . . kr Soils report stamped by a Washington State liCerised engineer • •: : •• Topographical survey • engineer ngineerOr architect NI A !aliens stamped by a WashingtonState licensed w gs, stamped by a Washington State Oriented. 4+ wkL� . • :•:. Include: • . RACK STORAGE • , , ............ .......... ........ NOT. E::':*:•••./nclu4* dimensions of racks (1*I00,4:::*00:* Structural calculations stamped by a Wa6hinton State licensed engineer (rad storage 8 and over) RESIDENTIAL NEW SINGLEFAMILY DWELLINGS/ADDMONS.;1:::*. • :E boodiog"iiernlitapplica099.,(900:tot each structure).....:•••••: • Legal ..„. des c l pt i on Assessor Account Number • .• . • .„...... • •••• • • . • . . „: . • .. • • T wo s which • • :„. SlCaMITTAL CHECKLIST • • • • • • I • • • • , • , • • 1 • • • • • . •:•••••••••.... • . . COMMERCIAL .Tpii4NrIMPROVEMENTS • • ..... • • ...• • ••• • • •• • • • .. • • • .. Completed permit (one for each structure or • te n . . • .• • TWO seta. etOrietrtiet!ea:. ptlift!; Pl Ude: Site plan „.• . . • Location of tenant space • Exiitiet2 : and proposed parking '—',"•••:::::::•-•••• • . . „ ....... 11 plan .. .. • Use of adjacent (common wall) tenant Overall dimensions of building or square footage • . .... . . ... Floor plan : of proposed tenant space '''; ii0Or6:Pgres:1.;:l4t°rils'r be demolished • New walls, existing 'Cross sections showing wail construction and method of :>::::attacMnt for fl�or end engineer may be:.required . if:Otructurai . .......... .tol„bel:ciOr* application and i 0.10P •••• • .• •••■•■•••• " . • • • • • • .:„:. . . . . • ' .'..' ........ •,...•.:::,::::•,i ::,,::::,...::,••:',..,:•:::;:,::,::::;::,:...::;::*:!.,:::!:!•,..... ::,....•::.:,,,,,,,, :.,.......,:::,,,,...........,.., ,,, ,..,:,,,•......... ',....... 1IPP99F: . . • • . "'" '''''''''', ,,,,..'. .....,.. ,.,. ,....„. . . .....• ............,......., ,... ..... ....... . C ! 1! . '..:••••..,.::::.:::::::::::::••.„:„,::::•-•.::,:.:.:•......,..:,..........:-•:,...:,...::::::::::::::•.:•:.•.:: . .....:.::::::•::::•,::::::::::•••,......;•::::::::::...:::..i.::.:::.:::::::.::::,•..:-.,:,:,:,:::::::::...::::.:q::•::::::::::::::::::::::::.:::::,::.:::::::: M*srie,ACCOUnt•I■ ....,..... • .. .... ti • >dirHictibing 'oititititig:tritif;i'Material.,beingl meterial.:being.installed .... :: '•NOTE:A•'.i: 4 ; ill fi00t off of the permit. . ::::: • :.• :.• ::.:',..i ,:i : ,:::::, ...: :: i':• :.... ...::::::.,?:.:::.„, . . ................„....„„ . . . .:, . ......... .... ..... .........„ . . .. . .. . . ..,................ . . ... . . . . ..........„ .. .:. . ..............,.,......::....,...:.:....„.,. .. ........, . .....,....., . .:::. .. ..... . „...........„. . ...,,... '.:. kN'.rgt ::• .. . . .... ..„. ‘ eta4 .0 ppl i On " • " " • • " • AO.inisOf Account Number Two (2) sets of plans, which include - site Plan (showing building and location of antenna/satellite dish engineer May: • "• Completed : building permit :00.010400.0; (400: for,eriCh,'StrUCtirre). Assessor Ac(bunt Number ivyolgysets include ••••• •••••-, Foundadon plan ...................................................................................... • Roof plan • 'Building elevaons (all views) 'Building cross$ection 'Structural framing plans No.re.it,::**„0.0.fr.: b done pro Ide Olt* 14.0i.0.1.t and plans must be submitted TO: FROM: DATE: SUBJECT: IP , n t5vi 1 (10 /T2.MEMO) City Of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor MEMORANDUM Fi 3hQi\ I nab °t , I. aQ o __ CU\ C.S l° i 0tp w Clcy o Y'11l f 2 )L) Vi \Y13 (n r n UOluc jor'1 Dot Pori <ft, I00 4oi.Qo- 1,oV- P,alsO,00 Pacific Star Roofing - rAt►rslt tnIJA '%., City oE Tukwila i3ui.ldi.rty •L)epai'Went c/o SG11 P. U. '1 ox. 33978 Seattle, WA , 98133 11 L L.I I : Tom Pacific Star Roof iny, Inc , Itch 12002 HiyIiway 09 SOI,Ith Everett, W,'t 90204 8E3.51 JO 51rakea • Built•Up • CornpopltIon • nth jgr.r..rI BUJ LCI i I1OOFING GYsi t M October 29, 1991 ilieLl.Lod root 13 01) RECEIVED CITY OF TUKWILA DEC 6 191 PERMIT CENTER Llle following Gateway North; 13uildlny 5' 3415. South 116th Street:.. Tukw,L17`, cal{ Pet ilti C .1t6414 37'Lo.way ; North, • 13ui"131nq 6 `',3:425 ":S.uuth 1:1 "f th SLree.t 7'ukwi .U6 'WA heL'Iu1t; #6415 I3ciLh. buiJ.c'11,1ys have Owens-Corning 31NC, Ciase A, 'Built -.up; Roof. Sysle1p5. • Sincerely, I'AC:.1: et C S'l'Alt ROOF T . , T1vC. ;aG'I J. teE, Interpiy/ Surfacing/ Slope Bitumen Type Materials per 100 ft fnterply Base Ply' 1 ply Felts 2 piles Bitumen 0 -V II, IiI 50 lbs Y2 -3" iiI 50 lbs 0.3" Permo Mop 50 lbs 3 -6" IV 40 lbs 3 -6" Parma Mop 40 lbs Surfacing Asphalt 0-3" IiI 26 lbs , 0.3" Parma Mop 25 lbs 3.6" IV 20 lbs 3.6" Parma Mop 20 lbs PERMA CAP 75 lbs Sidelup None et, 2 ",Ndelip N'iilablo /Cap *hem Asphalt y_, 33 NC1 32 -NC Parma Mop.. ,33E -NC 32rE -'NC1 - .. 3 PERMA PLY-fl PERMA PLY-6 PE I) .L. • • Inletinedlele'Monet. 1{" e.c ••r Nominal Installed Woight -177 lb /100 ft' (Nominal waighte providod for design consideration, Application of Base Ply' Apply PERMA PLY base ply with 2" (min. 1 ") side taps and and laps, Mochanlcolly aocura maximum 9" o.c. at side lope and maximum 18" ac. on two linos 11.13" from each edge (staggered). Mechanical eocurornont using mechanical fasteners rocommendod by the dock manufacturer. Large.hoad Simplex nails (minimum ", hood diamotarl, tho Qorryfest Tapofest system, or the Sonco Fastening ayatom may bo ucod on wood or plywood dooko only, To minimize wrinkles and buckles allow enough time for boss ply to roles unrollod prior to ettachmont. Application of Plies • Embed two plloe of PERMA PLY In ahinglo fashion (planar shoots requirodl, lopping 19" Into uniform solid mopping. of hot bitumen, using 23.46 lb/100 ft per ply, Starter plias should be cut to dlmon• elons so on to preclude oolncidont aide (ape to the base ply. Piles may be loft oxposod up to six months without surfacing. Application of Mineral Surface Embud nominal 12.11. lengths of PERMA CAP 119•ft, In Aroa IIII with 2" tmin. 1 "1 sloe and and laps Into a uniform oolid mopping of hot bitumen, wring 20.30lb/100 ft/ PERMA CAP end laps shall be staggered minimum 3 ft, ' .1.1 Nt inlet 32 NC oro recommended over Ilphtwolpht concrete in the Iulwwrllu willow Iowa, Georgia, South Carolina, Alabama. Louisiana, Mree.art.apa Montle, California Arce III, and Arizona Area III, a 31 NC n not rucommondod for application over IIghtwelpht concrete, 1 8ano Ply may be vpociliod PERMA PLY No, 28, PERMA PLY'IV, PERMA Pis 8, or PERMA PLY•R. it PERMA PLY No 28 bolo shoot not used, bleb ply WOO mutt bo the some al the ply Wis. 2 NC MA PLY-1V w:. seiq}Y,r...t "� P.ter. .i:.. t,. ThI w 'L ,. 't ... • �+ Pn01 Areas i, i11 General Not. All general Instructions contained in the Gonorol Aoquiramonts section of 0wons- Corning Bulit•Up ?tooting Products Refaronoe and Application Guide, Pub, Na. B•RW13121 shall be considered part of this apocificatlon. Drainage Roof docks muot be graded to drain ell water freely, Drains shall be sufficient In number and site to assure rapid elimination of water from the roof SurfecO, Nailing Ply felts must bo book nollod on Inclines ex000ding 2" per foot. On slopes between 2" and 3" per foot, back nailing shall not exceed 9 foot on cantor. On slopes greater then 5" per foot, book nailing shall not axceed 49" on center. Felts are to run porallol to the Incline and must be socurod 18" in from tho beck edge of the felt. Each nail must bo covered by succeeding pilos. High tompOreture cross may require nailing on lower Blopoa. ,1 • ply `sign to •1 "Iv 10 0 PGnMA Pty net ...h *My To Pinching. Soo Flashing Soction of Owons•Corning Suiit•Up Roofing Products Reference and Application Guide, Pub. No. fS•R•13121. Pacific Star Roofing. PACIFSR 179JA City of Tukwila Building Department c/o SGA P. 0. Box 33978 Seattle, WA 98133 Attn: Tom NOV - a 1991 12902 Highway 99 South Everett, WA 98204 353-5156 Shakes • Built-Up • Composition • Tile OUTLET BUTLER ROOFING SYSTEMS October 29, 1991 Pacific Star Roofing, Inc., has installed roofs on the following: #!FNorth, Buld.ng 5 T4Iig .646:EAR Tukwila, Permit #6414 Gateway North, Building 6 3425 South 116th Street • Tukwila, WA •Permit" #6415 Both buildings have Owens-Corning 31NC, Class A, Built-up Roof Systems. Sincerely, PACIFIC STAR ROOFING, INC. Dave Salter " RgfRIETIM tr:Cill 2 5-1 viux roe : ype o nspe ja ress: :: •: :.�.111 Date "ante ' : r ' •.m. Sp : a nst ct ons: Requestar: P .neNo.: `INSPECTION" RECORD' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: I r 1 o 9 '7 y45 31 336670 ❑ Corrections required prior to approval. ,❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. roe : .0 Ai � ' ype o nspe on: ., Gill si■ ii. -' ress: .: :. Sp:•a nstru Ions: Date Tented: am. p.m. Requester: Phone No,: SP to CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: r u Inspector: o.: C INSPECTION RECORD Retain a copy with permit tap l €04)4r � ( 0 PERMIT NO (206) 431 =3670 ❑ Corrections required prior to approval. Ft7L0 /rn 1'lAN 1 N6 KA L ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. 7 N Project: ,..rte. Type of Inspection: • Q 7 . . Tess: 22 -, // it J ` , 6 4 II j C G � ,- I .te a :.: / 0— / -- / / Special Instructions: Date Wanted: Requester: '�,-� Phone Na: 2, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA . 98188 Approved per applicable codes. 0. I lnspector. O INSPEJTION RECORD Retain a copy with permit ❑ Correction re ulreorprior to approval, ,Ga Date: ❑ $30,00 REINSPECTION ` EE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. PROJECT: • 4 k A l u, 1 ,1 / PERMIT NO. (p015 _ DATE CALLED: l I O6 °I 6_ SITE ADDRESS: X 47 ! ( (p TYPE OF INSPECTION: DATE WANTED: 1 - l.e'�' SPECIAL INSTRUCTIONS: REQUESTER: To --,,,. PHONE NO.: 2e.po r (p (06 (( INSPECTION RESULTS /COMMENTS: - c.�a.) : , j a-yr-irv-e-pk. b-, Cf • INSPECTOR: -- --- DATE: 9 - 2 4 - 1. 1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 r INSPECTIO ■RECORD 6300 Southcenter Boulevard - #100 Tukwlla Washington 98188 PROJECT: 0�fi-21,0 i % 1"-t' " l I F PERMIT NO. /CI SITE ADDRESS: a c l to - t DATE CALLED: ac ) l_ t I TYPE OF INSPECTION: jr"(Xm i Y\5 DATE WANTED: q - i �j - q t 5 SPECIAL INSTRUCTIONS: REQUESTER: - 1 - 61y) PHO NE - ( (Q Q ( INSPECTION RESULTS /COMMENTS: _wl& ■ __ • • �.LA. _ r \ - -41-4._ d j i • v INSPECTOR! ► _ Lk_ 1]OTE! 4. 1..-* ) - 1 CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: (6/05-A7-00 i `Z 1 1 do ' CO -" PERMIT NO. DATE CALLED: — ( " am '' - I SITE ADDR ESS:. c TYPE OF INSPECTION: ('h' -. 7;004 DATE WANTED: — (p --9 I °;m, SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: <77,--yyl 24(4, -- (p Co g to INSPECTION RESULTS /COMMENTS: -- ' - -- -vim"' �'1 ►� „Air' .4)... t).' x . , i. 4 - iweoerornD• ' r1ATC. _ i' _ i 1 a:Ri'"'tYx'`4�C+79�'1�ia'ry ?P ?s ir.+�:�v -tY5 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Bout/venter Boulevard — #100 Tukwila Washington 98188 PROJECT: PERMIT NO. DATE CALLED: (i� 2=V SITE ADDRESS: ], S //‘ TYPE OF INSPECTION: _del A.4,, , �� DATE WANTED: REQUESTER: _c. ��.- -5-/ ': SPECIAL INSTRUCTIONS: t..9 PHONE NO.: INSPECTION RESULTS/COMMENTS: /..70 O ,p s-. ,. /,a.,, e fr-cvi ,. e,-.1 / ..� DATE: y— 3 - ?/ INSPECTOR: ti , ,a,,,.„..-->-) J — CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: � /--p „,,) & Ah 7 t Rk . 6 6 , PERMIT NO. 4 9 As- SITE ADDRESS: , -4 DATE CALLED: ;� �- r- _ TYPE OF INSPECTION: Roc , ____ DATE WANTED: 1p -_ p ; SPECIAL INSTRUCTIONS: U REQUESTER: PHONE NO.: INSPECTION RESULTS /COMMENTS: ,4 , C v7 re /, ,, fr2,0 n Z /, A, 7 - \Sr /. / / _ /- e c Lo 2?-'Q om -' :? j j ro /`S ° ech2 -!G. q /— er s, n� 4 G 4 _co (J f h V CLIZ "2-7/ `.�. y� .4- - ,6c...., ( 5.0 67 C---1 74 7 / ir2 C --• . ‘,..d.").--, e'-‘S. te ! _./ _- I � � / — /0,99- -j , - 1 _ i� -r � � .��. -� J � � ev 1 � ©.e eo z. j aim” /742:147 1:, / L ab INSPECTOR: " DATE: R CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIO RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: I A . ���� PERMIT NO. [Q $ SITE ADDRESS: / 9 gla i i ~ P1 ` I, 2- ) DATE CALLED: U DATE WANTED: ' '' ' 0 P TYPE OF INSPECTION: SPECIAL INSTRUCTIONS: /' � , ( 36 i4-n& REQUESTER: NO.: 741p 4.1 ; ft b q • PHONE RESULTS /COMMENTS: A.,( __ INSPECTION J . , _ I INSPECTOR: c , ' h DATE: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: n .e- r'bl)1.1. 1' / L` zit ( ? PERMIT NO. ( SITE ADDRESS: ( )) 1.-- • 2 DATE CALLED: TYPE OF INSPECTION:' iff _ i / i i* / (', kin / DATE WANTED: -- Z 17 P.M. REQUESTER: A-y/� PHONE NO.: '`�,�,. ' ---- n SPECIAL INSTR CTIONSk --- c, 411 ,Q. ( O�ii�� 1 .L-; , INSPECT' N RESULTS /COMMENTS: (((( AM--- a zvo or.. , �t c- k %-&-,,,,,_ /l�J I V r iO l►.r,..b- INSPECTOR: 7 DATE: ? -2-6 - R I INSPECTION RECORD CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: r' `,/ . ►N�`j�����M' PERMIT NO. SITE ADDRESS: / / /Villalliliffa ,, DATE CALLED: g,; , r , DATE WANTED: --- �* TYPE OF INSPECTION: 1G IrPtEr SPECIAL INSTRUCTIONS rAMIMIl REQUESTER: d p AN S MM I 1L / PHONE NO.: / d ■ � . INSPECTION RESULTS /COMMENTS: ,0 kl - i - . Iii S 4 , , / .. 5 GM A CI 4 h s' i e 6 / S f 4" 4.7-i.e ikiericr-rn d_e_.,.. " O ,an neTC. / _"/4 - .c._ G il INSPECTION RECORD CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: I C. 1 • ' la 4(0 PERMIT NO. I I SITE ADDRESS: 3L S I • (. DATE CALLED: 1- 1 - 1 6 -(11 TYPE OF INSPECTION: S ► 0 160 DATE WANTED: L - J - a l T►nur SPECIAL INSTRUCTIONS: �j 30 REQUESTER: -tam PHONE NO.: a 14(1)- (p loq Co INSPECTION RESULTS /COMMENTS: p /► , A. / 11 h 1 S. p -- ' f "TVA hs07 S �49 INSPECTOR: r e'('L r.,rS' —, DATE: 4' / A - 9 / CITY' OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: C lki A ► PERMIT NO. CP ( 5 SITE ADDRESS: r 7. , Av ' DATE CALLED. v 1/ TYPE OF INSPECTION: 1 DATE WANTED: .. r7� nu SPECIAL INSTRUCTIONS: ''rY w',k. (t- t U, REQUESTER: � /W/I'Pi �j 5c, (+ PHONE NO.: Z- C Q - C.p INSPECTION RESULTS /COMMENTS: 5 ✓ /-?vi (5 '- 1 a4 f r INSPECTOR: LE ---- -- DATE: - / 7 - 9 1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 .f INSPECTION RECORD 6300 Southaenter Boulevard - #100 Tukwila Washington 98188 PROJECT: PERMIT NO. (P L C SITE ADDRESS: ' .. e.t 2 $ • ) 1 (0 DATE CALLED: ' 2 r oi, v TYPE OF INSPECTION: DATE WANTED: I-( -1 ( .-- 91 ' " SPECIAL INSTRUCTIONS: `(! VA REQUESTER: -- Lilt' f ' ' 67) PL' (A,-., PHONE NO.: / -- ► (p INSPECTION RESULTS /COMMENTS: .5 :41 c-Iw Gtd�..►..,.d. � al, i�+.. `�.a ! y ti.411 L (, t.�S. INSPECTOR: � - L 0 DATE: 4-- I & -- 'Z J ��nvtncv�.mrxm,.a�a•sm -mx rs ew CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: ; ■ A acs PERMIT NO. 15 - q SITE ADDRESS: ` - j ( 4 7 1 DATE CALLED: _IA 1( TYPE OF INSPECTION: COOK '.070..— DATE WANTED: -' )_g a.m. SPECIAL INSTRUCTIONS: OD REQUESTER: — Torn PHONE NO.: . INSPECTION RESULTS /COMMENTS: C- -,,,._ ) 0/.0_ , / wr:- ' , F - 04 b✓ c-,;) � i,J c- c.A).4. J-4 r� 4- c .a- ,` c t a- J. t.,.,2 r G I...: o c& 40....y..0 , ,4.a..,."1" ( INSPECTOR: �'�-- ' - DATE: 2 - - 1 1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: 4 1 1 F PERMIT NO. SITE ADDRESS: t / / 6 * :/.. DATE CALLED: 3 Z-' TYPE OF INSPECTION: 6! /(„(►A ! --, DATE WANTED: e n SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: 9- • - 6' q (. INSPECTION RESULTS /COMMENTS: INSPECTOR: c t. LSZ_- ° DATE: `' 3 `-'\ l CITY OF TUKWIL A Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: q fh 7 !IV i, rJ / PERMIT NO. 1p 4 l ' � l�L Er . , SITE ADDRESS: ' Z� 6:, , /1 (P s DATE CALLED: 5 I TYPE OF INSPECTION: 25 (JA,,4 • I A DATE WANTED: 'Zi(— 9 SPECIAL INSTRUCTIONS: 2 j ' It -" '1 I f f i REQUESTER: V PHONE NO.: 4 (p (p (pOl INSPECTION RESULTS /COMMENTS: C/7 ,_ A_e4z "77 S f i" _ AR_ T 1 &,1.7 6 i / 4 , - ./. 0 < / ./-21-.5 INSPECTOR: �� II �.. , - DATE: ,- .. - .. c CITY OF TUKWIL4 Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 6 /1_,,,, , e , . / Vo., z /347e PERMIT NO. 'e / /,5 SITE ADDRESS: D G -7 2 _ , S ec, //4 — DATE CALLED: 3 •3 -- >r TYPE OF INSPECTION: - y— SPECIAL INSTRUCTIONS: DATE WANTED: c — / 4 — 9/ ' REQUESTER: � «-, PHONE NO.: INSPECTION RESULTS /COMMENTS: ('' /�, ;, 1- .,, /„,,, S , 9 c' ,- 4 /� ai- ? / P_ -- Ai ea ,tile, ` cnc /� 7 - - 4 e , r A . ) - 7 mss .. U AN INSPECTOR: , ..e z ... . G ?,rc., DATE: C 3 — /47/ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: . / "V , % � _ r // PERMIT NO — 7 SITE ADDRESS: ` , Cry y DATE CALLED: q TYPE OF INSPECTION: ORM& J , _ _; DATE WANTED: • �" q • SPECIAL INSTRUCTIONS: REQUEST �7. Y? PHON NO.: 2 C z - INSPECTION RESULTS /COMMENTS: cS d/ (.. i.. al Ctt,ik,,,.5 A A-,4' . i INSPECTOR: -- DATE: .-' . - E'd 1 / at•1 • • `,••.e. k..v CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 6 -,c, r L «.�.. A/ / ‘e, ., � 7/7 " .. / > ,' /,,G, PERMIT NO. DATE CALLED: �1'/�' - .LG - ` / SITE ADDRESS: , ' 2.- cQ /// TYPE OF INSPECTION: i ,.� '� DATE WANTED: 7 . --2 c// p SPECIAL INSTRUCTIONS: REQUESTER: per., CO ,, PHONE NO.: INSPECTION RESULTS /COMMENTS: e...„,-e-/-1 -4 , , - ‘,-, ,, to A /%4 ;/2 /7- s5� '/G /q "9 1- (- -i--;:), , INSPECTOR: f , r , ,, -1 DATE: 2-- -2- -' '/ CRY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: !' , ", A I�..�,I 6 b `A/ iI � PERMIT NO. & 1 DATE CALLED: ) �' SITE ADDRESS: 3 7/ 2 /'---� "' cI / r `; TYPE OF INSPECTION: 0 ) J i „/ I ; DATE WANTED: .. — O a.m l SPECIAL INSTRUCTIONS: ' • / REQUESTER: 75YY) PHONE NO.: Z 6 -- , 6 4. , INSPECTION RESULTS /COMMENTS: �---� ° Y3?-. -- �-� oh a� e r ∎ INSPECTOR: DATE: - 3 ( I 1 CITY OF TUKWIL 4 Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 R .r: s�t�^ �t: 1= r: v% tiP. � •''.:Et'a'if,. + }:ro +;titk'.:'b'} '? Gary L. VanDusen, Mayor ./' Authorized Signature .P.roject Name 77. .1 t. ;Address Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre - Fire: Permits: FINALAPP.FRM City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 2' s. r Retain current inspection schedule Needs shift inspection ti Control No. 9 Permit No. 6 Suite # Date .F.D'. Form F.P. 85 Project: /" (p Type of Inspection: ' l �` N t Address: , !/� Date Called: Special Instructi Date Wanted: am. p.m. Requester: Phone No.: • S • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: Inspector: 14 015 PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. 1 1, A ts is INIG °-11\1 AL - a p // i'tAAMatre tit4 fraelt Dale: c o� tintiCeOr ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: DATE: /f / /S � f/ TYPE: ❑ Visit El Conference Name of person(s) contacted or in contact with you: Organ Location of ' slU nference: SUBJECT: SUMMARY: CONVERSATION RECORD MY4 TUE WED THU TIME: A.M. FRI SAT SUN P.M. ❑ Telephone — 0 Incoming 0 Outgoing 677 1 / WinAff haz 76 ;I` P" irs c r27.1414ge — th ege de)io Signature: �% Title; • iviez)-6e4a Date: S r �F 5 4 /395 ✓X'�� • CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. q 0.5 q/ ,- 13 7 ‘eC/ Z. WEATH - 7 ©3a F9 2 5/90 8 7 e ?o TOTAL ARCHITECT Aff/I /15:_cooeL. 1 1090 '56 4 ; 7 l 0 -Li 7,0 ( 0' eC;T1 19911 MO 1 , FIELD TEST DATA TRUCK SAMPLED / Zip TRUCK TICKET NO. 3 ? /2 / TIME SLUMP %AIR UNIT WEIGHT YIELD C MENT I TEMP. FACTOR CONC AIR / C C i/ZI t' WEATH - TEMP 7 AT O AT 8 7 e ?o TOTAL ARCHITECT Aff/I ONTRACTOR S 6--.4 DATE 7 - 6 - 1/ FILE NO. 7/- /© DESIGN WEIGHTS P ECT �p'fr� Af ,46-- ADJUSTED WEIGHTS , - LOCATION ZS '. i BLDGERMIT N� ,y 7 ` E� ' OWNER CA. WEATH - TEMP 7 AT O AT / AM PM r EER �7"o 4 /71(J5-Q /1) TOTAL ARCHITECT Aff/I ONTRACTOR S 6--.4 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT i FA. Net) CA. 7069 v WATER f � a TOTAL TO: ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED �( 881 -5812 FAX (206) 881 -5441 Ag 14 PRODUCERS AEA, PLACEMENT AREA & NOTES COPIES TO: 7 t);71\I \LQ. kt S G � L z Tom/ (ti, 'I?r . / °7 . RA. !4 {j MIX NO. CONCRETE: cej9�JIJ ADMIX CCULINDER REPOR c ki.orrytt)7? COMPRESSIVE STRENGTH SEE FIELD REPORT NO. CR N_ 3630 CEMENT Z CU. YARDS PLACED 7 V AC12 % DESIGN STRENGTH - 5 tae? 141■ INSPECTOR: A.A.R. TESTINGLABORATORY, INC. SIGNED; � CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 6/9 Z 9 ,2.0 /0 - 3 7 Lx 1.7 / 7 , 79 96 C) 2) t 4'V 4'9.3 /6-eel 40 , �9� iv -z q y� 1 FIELD TEST DATA TRUCK SAMPLED / TRUCK TICKET NO. 4e s „p9 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR /0;46 5 / 7 , WATER 4'V es TOTAL 40 DATE FILE NO. PROJECT Aar ag E/? of .. LOCA j .. s�es rye.e fTQit- PA BLDG. PERMIT NO. OWNER / WEATHEq C -C.. , ' TEMP AT /d.a N AM Z, ,5 AT PM ENGINEER ARCHITECT CONTRACTOR L /1 . 4 ' 2 r C. BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT J 7 FA. /of a CA. / 7 , WATER a CC TOTAL 40 TO: ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 / Xh 5', /tie 9!" / o o� COPIES TO: MIX NO. CONCRETE: PRODUCERS AEA. ADMIX PLACEMENT AREA & NOTES lb A* k Cc LINDER REPORC M CEMENT 1_wrn / () -1-' I SIGNED: SEE FIELD REPORT NO. COMPRESSIVE STRENGTH CR CU. YARDS PLACED K CAC12 % DESIGN STRENGTH d �` /1//2 / K 4J? - if iC0o77.7 N° / 4 � 17 3 v J 7 P 0. A.A.R. TESTING LABORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED . AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 1 b n ? -, , - /3 Y 6 x, � ARCHITECT /03 oo ' WATER 7s ` 7a TOTAL i /41;01 Or) 4/(1/ FIELD TEST DATA TRUCK SAMPLED / s' TRUCK TICKET NO. /R.y/ Ffr' TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 2:36 / 4 " ARCHITECT CONTRACTOR Lr /.airIg1,) /Ale WATER 7s ` 7a TOTAL DATE FILE NO. DESIGN WEIGHTS PROJECT _..l �A2d /rl-r/v LOCATION / 73C V/ S'ik rf/l'e'7 ADJUSTED WEIGHTS CEMENT , 7a Ag-es ■ triA-7 BLDG. PERMIT NO. e 70, OWNER // WEATHER CC d/L/P TEMP 70 6 AT AM AT !: 6 ENGINEER C.A. ARCHITECT CONTRACTOR Lr /.airIg1,) /Ale WATER BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT L5-Y FA. / /IVO C.A. /7,2g d WATER ,2.96 TOTAL ° A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: .4bern/' ,',t) - -2rf/e ATTN: '‘2 7 ".isT fs' , -5 /7 sa -/t ' , i j 7 COPIES TO: MIX NO. / v CYLINDER REPOICf CONCRETE: PRODUCERS AEA ADMIX. _ PLACEMENT AREA & NOTES ( Lt L 4 /' d //V - Ji t 7 ri Ur A II /0 -' / 9 -11. -V COMPRESSIVE STRENGTH SI GNED: SEE FIELD REPORT NO. L n.1 641 C, N ° _ • 4644 CR CEMENT CU. YARDS PLACED Z3 CAC12 DESIGN STRENGTH 2-6-4' v LAO C A.A.R. TEST C LAB`!� OR TORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 8781 9 - ! 3 E 3 - 2 . 0 4 7 `/C/2 `01 19 300 i i az.0 0 2. (0 5c'z -eD �• i3 8 781 IRj (/" E EER i -40 Oil R- i n 7,e ARCHITECT j� 9m�' � � �/ti 978.E , 9-10 ag (0c0g0» — 7 a o FIELD TEST DATA TRUCK SAMPLED /6° TRUCK TICKET NO. 7,1 a 7q / TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR C AIR J Zi �f G `01 WEATHER TEMP fp v �• i3 Pr/ / IRj (/" E EER i -40 Oil TOTAL ARCHITECT j� 9m�' � � �/ti CONTRACTOR 5 6- DAT FILE -- c1 7/ NO. /r ° / g ! V DESIGN WEIGHTS P • ^ ECT I/ r• `.. ?. ADJUSTED WEIGHTS CEMENT LOCATION FA. BLDG. PE RMIT /T OWNER CA. `01 WEATHER TEMP fp v ° AT AT 3 AM PM E EER i -40 Oil TOTAL ARCHITECT j� 9m�' � � �/ti CONTRACTOR 5 6- BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT CAI) FA. (0 00 CA. `01 WATER p Zf-S -1 TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: Jp 1 ATTN: 9' ;44v? i'rn,1t, /a rodo MIX NO. Ygeti v�. CONCRETE: PRODUCERS AEA. PLACEMENT AREA & NOTES C{`'LIND]ER REPOR( i COMPRESSIVE STRENGTH SEE FIELD REPORT NO. N2 3613 CR n CEMENT - - CU. YARDS PLACED ADMIX (i'i', CAC1 9� a DESIGN STRENGTH 5 1r enit 1 P/97fr Voormie.,- -vx)nra,, INSPECTOR: COPIES TO:Tuk -wlA II��glci.� ft) {�, ScYl A.A.R. TESTI �It� �`�p c�� Yl' �(0 1 SIGNED: - OL - OII a7 es 0 ABORATORY, INC. r DATE _6 / FILE /- / 2 /GGjj Cf • - T // / 1' a/ 4 4 Al A AQD S // . BLLDG. RQr Ti 0 '' OWNER WEATH B TEMP 70 AT b' A M AT P M ENc AV/ 0 �l - CONTRAC R cr, A TO: ATTN: A .A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 INSPECTION PERFORMED: RESTEEL dit CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): /, 9 .6 , OC" CYLINDER liT NUMBER 3 SLUMP AIR CONTENT SUPPLIER MIX NUMBER O YES (FIELD REPORT (;; N° - 4783 PRIOR REPORT FR O FOOTINGS O AUGER CAST PILING SLAB O WALLS O COLUMNS O OTHER CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH — 300 0 NUMBER OF SAMPLES CAST TOTAL CU. YDS. PLACED 7Y CONCRETE TEMP / c TIME 7 17 ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O NO Date or Plan Number REMARKS' COPIES TO - r.. A c4 /(41./F',4 ecivc-4/7 Ali9W/' ( A . .� . • V dit INSPECTOR. A.A.R. TE TG LA: DRAT Y, INC. SIGNED OATS f- f/ 9/ - 1 d 6 PROJECT �f / 4 /0 7 PV . 14VG - �P LOCATION 3 V £. /1 SLOG. P RMIT NO. OWNER WEATHEA 7,L. TEMP. AT AT AM PM ENG ER 0 ar/4 r> D /J /4/1411c ARC /r CONr C n FIELD REPOR ( A.A.R. TESTING LABORAT�uRY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 i L J TO: ` U� COPIES To: 7 $ iiLei ith 90 Flo S ATTN :�[�� , 42g4 ig o A ar INSPECTOR: SIGNED: PREVIOUS REPORT No. /. ,OZ n, FIELD REP N9 2929 32 a2 . /3.ae I � i`NN .: I :I .�V1LC� "__ t. t PLANNING DEP Ar e CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. ? _ C 1 s- il S--z1 7 6-" z ?_O S0 7 E3 ep 7:1c10 TEMP 8 30 AT /Q; ,rAM A T PM ENGINEER C .z 8 ARCHITECT � bh /1J? Azt) rQ pa) I O'T7c� 3P)1 /4-S 3 l ci- I I 28 � 111 I0o 3 FIELD TEST DATA TRUCK SAMPLED /zA TRUCK TICKET NO. 5/, 1 .-- ',/ TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR BLDG. PERMIT NO. Y/ y ---- OWNER ?_O S0 WEATHER � ye TEMP ° AT /Q; ,rAM A T PM ENGINEER TOTAL ARCHITECT � bh /1J? Azt) rQ pa) CONTRACTOR =-5,7 P ttr'7J �Ze..) / e31-0 /4-S 4 - (jdrE FILE NO. DESIGN WEIGHTS °,6 MOIST PlOJEC tith4y N • X i CEMENT 6/6 r ., T LOCATI ,2 6 .s e,/, FA. / 980 BLDG. PERMIT NO. Y/ y ---- OWNER ?_O S0 WEATHER � ye TEMP ° AT /Q; ,rAM A T PM ENGINEER TOTAL ARCHITECT � bh /1J? Azt) rQ pa) CONTRACTOR =-5,7 P ttr'7J �Ze..) / e31-0 /4-S 4 - BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS °,6 MOIST ADJUSTED WEIGHTS CEMENT 6/6 FA. / 980 CA. ?_O S0 WATER g- TOTAL R. _R.E 13 I,t I: tJ l A.A.R. TESTING LABORATO Y l� i . . PORTf�IO. iS07�Jr CR . # - PRODUCERS COPIES TO: P.O. BOX 2523 SEP 1 199 REDMOND, WA 98073 -252 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 544P I''t' ur vvl TO: 2D } PM? ATTN: ,St.. A4'-7 / / 7 2-a 11 7 aiAr 1 /5"f R2` /al /4. 58/6-g MIX NO. 4-.P6'yw ►ol VeMe sG A- CONCRETE:Q(' -2 ,1 'ONNIiUG DEP COMPRESSIVE STRENGTH D_Z _ AEA. ADMIX S ...'i f1- f e-41/ CAC12 CEMENT ■ 77' % N2 4875 CU. YARDS PLACED ./3 DESIGN STRENGTH 2 PLACEMENT AREA & NOTES ..M. 6 ) y L/ 7 / , 7z) E3. S iso • 11 1 x -9 9 - 142 - 1L INSPECTOR: A.A.R. TE SIGNED: LABORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SITE WEIGHT TOTAL LOAD STRENGTH PSI SET NO, q 6.5 q/ ,- 1.5 ,,, - L 7 0) ‘,:,ti Z. / 7030 0 2'9O 8 ci ,.; I., ! (., 5 7 ARCHITECT All 1(,)-G1 'v RACTO� FIELD TEST DATA TRUCK SAMPLED / Zg TRUCK TICKET NO. 41" / TIME SLUMP %AIR UNIT WEIGHT YIELD C MENT TEMP. • - J• 1 WEATHli C % " 3 � C �l, -, / AM PM r % ) 4/0 A) 8 7 V 7 C ARCHITECT All TOTAL RACTO� DATE y - 6 -- 7/ FILE NO. 7/ /© 2 % MOIST Pf�IECT Z�� �V, /46- g CEMENT O C / ATTION 7(.I&C 1 . //b OWNER FA. BLDGyERMITN9. _ Vi WEATHli C % " 3 AT AT / AM PM r % ) 4/0 A) WATER /' �.. ARCHITECT All TOTAL RACTO� BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT W FA. /V i� CA, 70 ,.(-e WATER /' �.. TOTAL A.A.R. TESTING LABO P.O. BOX 252 REDMOND, WA 980 DWBE CERTIFI 06) 881 -5812 FAX (2 2p (r A-n-N: � ‘ I 1-7 Lo -K9ptv TO: frt/A- PRODUCERS AEA PLACEMENT AREA & NOTES MIX NO. CONCRETE: a .) ADMIX AT0 , INC. S�c 81991 3 -2523 D r.: l i st ..t e.:s,s'AtI>..A 6) b iliPA 8 f1 NG DEPT. ry&or r+/C 07 COMPRESSIVE STRENGTH 9 - /(? — y/ SIGNED: c: EE FIELD REPORT NO. N_ 3630 CR CU. YARDS PLACED DESIGN STRENGTH 416 / A.A.R. TESTING LABORAT9RY, INC. DATE 3 .. 7/ r dog ( PR JECT 7' it/ ma c- 6 LOCATION BLDG. PERMIT NO OWNER WEAT F�E{i 7 71.I.- TEMP AT AT AM PM EN NEER re, n -b ,� so Al RCHITECT CO FIELD REPORT (. ,.A.R. TESTING LABORATORY, INC. BOX 2523 REDMOND, D WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO f 7 ),c1 - ' 'VQ f Z zv 44-7 r� P4 �'7 , !1� 7 r/*77 7L. /y6/‘g ATTN: 1© " z'' A kt r H.A-p9 774 T (aPJ 617,417 S /r/V - C / 0 /.? % 4;494r / 9 A-t y C 7S— &..p c7 GN ft, J 7. c A/ dol.rih w G1. ri r1 N COPIES TO: \ e411 e s 6-f 9-_1Q- INSPECTOR: PREVIOUS ` REPORT No. !!, S EP 1. 0 1991 (,1 + i 0 1 - (01;.(VILA 0 .(s, T . 4 1671 G � DATE �j --7/ ?'/ - /08 ECT LOCATIO / / � -.� •ir) . // � BLD ♦ ♦ G.f%1 OWNER WEATH R L/( 4 -t); TEMP. 7 .. AT '` '^ AM PM .1 AT ENJ EER / �e - -- )��SO N ARCHITECT �/ e D h PD / 1 CONTRACTOR g FIELD REPORT A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 88 -5441 TO: ,S4PrtTit-D / fta 7 Y-+ ;i4 aio 7o/4e ATTN: 4 Z% - 7 7 Is 14 t1.AZ-m c_ tff yv sJ 4 & -a if 7 0 v (7. a- 4)4-7 14-N 2 /i/,/Al fr7 m1/ ' id _o J A / T-772 /A/ - ;',Q, _.mss ,i rL/ i % . J1 44L&w /- rD • / D iLL'I► /! lei ! /L ,44111I' or✓ 7; nm Alt .111/ lAliar/24. 4W it ;� • Alt. G � e z Z ! p / 7 7 o 1 / s .70 _S ri-- s ;, . INSPECTOR: PREVIOUS REPORT No, COPIES TO • — TikkwAdcx Btu .�ep� R, kiolzdv FIELD e,t' SCE' SIGNED' - `7 p` c%� /4M) . /it-f( 4 No • 1670 SEP 1 0 1991 CITY Y OF _ UKvVILA I - 1 .r°,; SING i CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 6781 9 63 4 7 A./2- WEATHER 19 300 Z5 lo AM 3 PM 8 76Z Gt. - to •m5 ARCHITECT 124-t/'p /- CONTRACTOR 9 783 ( 9 - ID 2 e I I t AUG 2 1g91 FIELD TEST DATA TRUCK SAMPLED /6° TRUCK TICKET NO. (.4741 TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 4 WEATHER TEMP O CI AT AT AM 3 PM t) ARCHITECT 124-t/'p /- CONTRACTOR D A ...... c _ 7,, FILE NO. DESIGN WEIGHTS % MOIST ' P ECT Al Lc- CEMENT C‘k LOCATION 3VU ,-S /d-A FA. BLDG. PEJWIT NO. OWNER OWNER CA. WEATHER TEMP O CI AT AT AM 3 PM EER /0//kil 7412S ARCHITECT 124-t/'p /- CONTRACTOR BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ' ADJUSTED WEIGHTS CEMENT C‘k FA. ilk 00 CA. 20(1) WATER TOTAL F 1/411-0 ArrN: 1 ?444'1 , 7 - 1 79 (g)97+-14 0t1 ,Cif /07 TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073-2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881-5441 1; MIX NO. 4..gc# CONCRETE: PRODUCERS AEA. PLACEMENT AREA & NOTES CLLINDER REPORC COMPRESSIVE STRENGTH INSPECTOR: A.A.R. TESTI SIGNED: SEE FIELD REPORT NO. 3613 CR CEMENT CU. YARDS PLACED ADMIX /1-# CAC12 DESIGN STRENGTH cremit 1-4-19A17 1/I4f 9vo77Are, ABORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. B ( 81-1 e -1 y 6--7/1 7 6 -$ 4 1 - 2_ OWNER -? 3 POC? 2`1 WATER 4 .c' ?y Z , ARCHITECT /0 27 rep � CONTRACTOR e_ -- a) cs rc) 14--S.fac $3l l 9 -i 1 - 2_19 r -------- ",; { < : I : \I ii:;Hi /AUG29 -1 p I ..1: FIELD TEST DATA TRUCK SAMPLED /Ze TRUCK TICKET NO. ,,1 g / r TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR °- 4/72_ OWNER WEATHER WATER 4 .c' ?y Z , ARCHITECT /0 27 rep � CONTRACTOR e_ -- a) cs rc) 14--S.fac DATE 8- 1 4 1 - 9/ FILE NO. 2/ — / 0 8 PROJECT G A-Mt 2 A) 2 L...a ,___‘2 LOCATION t3 / 2 , S ,//, FA. 47 BLDG. PERMIT NO. Y /5 CA. OWNER WEATHER WATER TEMP 7 , O AT /D l /b.�PM ENGINEER Z , ARCHITECT /0 27 rep � CONTRACTOR e_ -- a) cs rc) 14--S.fac BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 473-2) FA. / 4.l CA. ,2„O Se) WATER Z , TOTAL ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: d o =o 2 D Pk-e.) P, 7' T tS— r- > 2-0 .9• vadAy igt /aJ S71.25114140-7f J 4- 529 /64 MIX NO. / 6'y w C� ' LINDER REPOIr COMPRESSIVE STRENGTH SEE FIELD REPORT NO. SO 7 N° 4875 CR CONCRETE: (f)C. -n f O� AEA. .2(5-06 ADMIX. S 4.4044-�ctJ✓! CAC12 96 DESIGN STRENGTH PRODUCERS CEMENT - /' • PLACEMENT AREA &NOTES .7 214' / y TO e. 6 CU. YARDS PLACED 7.3 _...645-01 A.A.R. TE LABORATORY, INC. u,ol 11.e 1 56- IQ- B - ZG - 1 f COPIES TO: Ill 0 SIGNED: _ �(� CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 3i/6 7 W 7-3/ 7 A ;0519 7S9 00 26 2.0 tti, 8 P / 6e OWNER S r2 t� / . 1 (0 20 1 0 3cio 0 TEMP ( A9//g < / AM PM // /s _Ca Ai ARCHITECT 11 I{ � t ' .,'1�1..,1'!I ' � " / '�U U ., 9 1991 C _ . s ". L,; ".0,,,ft '':':3 DEPT. h FIELD TEST DATA TRUCK SAMPLED / /9 / TRUCK TICKET NO. gr TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR fl S " ;0519 tti, 7--c' 6e OWNER TOTAL WEATHER TEMP ( AT AT < / AM PM ENGI ER _Ca Ai ARCHITECT DATE 7-ill-1) FILE NO. 9l -/0 % MOIST ADJUSTED WEIGHT$_ CEMENT � PROJECT ���/ 74,/,Yc ' W — FA. / WO ATION ` 71 ;0519 WATER ,3 . BLDG. PE MR NO. •/ OWNER TOTAL WEATHER TEMP ( AT AT < / AM PM ENGI ER _Ca Ai ARCHITECT CONTRACTOR .' 6-- 6 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHT$_ CEMENT V FA. / WO CA. ;0519 WATER as , TOTAL G� A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: i itLDrk%(irCT/d ATTN: -- jb / Z7 ro c . s7�.,, 7 7 l� i , MIX NO. 5R li(l C(''LINDER RET'OR'T' N_ • 4 591 SEE FIELD REPORT NO. COMPRESSIVE STRENGTH PRODUCERS CONCRETE: Oorr,pi CEMENT i" CU. YARDS PLACED AEA. ADMIX 0/ '• CACt2 96 DESIGN STRENGTH A0 PLACEMENT AREA & NOTES 0017/06- iK r ,/ 6 0,t) 6(/ rr, Cotri-) Gad INSPECTOR: COPIES TO: Tukw +la ;? d S )e fk) , th soy), 'avid lLomp� SC- S— a -9 I SIGNED: CR A.A.R. TES LABORATORY, INC. 7 /2 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. , 2 Z a, a - 2- o. is rt e OWNER qS or ,,,, _ ,. 8 2 43, TEMP S -2 3 .213 AM PM ENGINEER A e h D 1 k)0 /?7 6 ,rz> 4 7' ,:: 0 8 2.4 S -23 ., • J339'dd •720 A 1 j I . JO J 0 1091 I FIELD TEST DATA TRUCK SAMPLED fa C TRUCK TICKET NO. tic,/ 9 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR o. is 3• OWNER 2 _ 3 ,^ a. g 4e TEMP AT AT AM PM ENGINEER A e h D 1 k)0 ARCHITECT s DA1 / e v 11".. k ee CONTRACTOR DATE FILE NO. DESIGN WEIGHTS cielr 7 4 ADJUSTED WEIGHTS PROJECT l - r . !r 0 . LOCATION . c / 2 $ _ r f - ' 1fes's �' CA/ y torO BLQG7 /,s-- NO. OWNER 2 _ 3 ,^ WEA ER Z / e.o , TEMP AT AT AM PM ENGINEER A e h D 1 k)0 ARCHITECT s DA1 / e v 11".. k ee CONTRACTOR BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS cielr 7 % MOIST ADJUSTED WEIGHTS CEMENT FA. 1 OP �' CA/ y torO WATER 2 _ 3 ,^ TOTAL ,?5 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) -5812 FAX (206) 881 -5441 TO: /� /'�/ei) //1.etreP 7 / fie ATTN: AZ ' r /4i, k2720 2p Ar t7'.4 r '0t/n7 I ' -" 4 ' PRODUCERS MIX NO. CONCRETE: �e . ,41) AEA. ADMIX. Ai 1 Q 5 CACl2 DESIGN STRENGT _ PLACEMENT AREA & NOTES ^ i^erJaz•T'/ N) ( � /¢ D S AL JA C 111 r q + i i— 13 /.5 / 7 J- 8 Ilk • Q`'LINDER REPOT''' COMPRESSIVE STRENGTH CEMENT ...r" SEE FIELD REPORT ORT NO. -0 / N_ 4879 CR Li;ARDS•P.LACED -,, CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO, 8 1 8 -z? ;-.s 7 4k/Z WEA J f n_ 79 l l`l l oo 27 9 0 44Z t o AT AT B 5W -1, W 6 -Lc., ?, ARCHITECT r B350, CONTRACTOR 8. -z Ls; 2 5 I D -loo q - -..- -- ERfC ED SEP CITY O PLANNING 05 1991± TUINAI46A -- DEPT. FIELD TEST DATA TRUCK SAMPLED ( Z-6 TRUCK TICKET NO. 9 7 / 3 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FAC TOR CONC AIR [al) CA. WEA J f n_ TEMP O - 7e. AT AT I - 7l 5 W .c......1, ARCHITECT CONTRACTOR DATE t✓6( FILE NO. 7l —(e) Q DESIGN WEIGHTS P EC , T , A / efra / /V 6) ADJUSTED WEIGHTS LOCATION ` -Ci ZS'" �S ff //� Y� BLD ERMIT NO. /_. (14 OWNER CA. WEA J f n_ TEMP O - 7e. AT AT AM PM EN EER TOTAL ARCHITECT CONTRACTOR BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1 -t i ra FA. (14 CA. ZOS WATER Z{� 1 TOTAL TO: ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 /; p)11,17 49 a #I470 *71(1, //4- 9((r g MIX NO. (/ CONCRETE: C( . U NDER REI'OR( COMPRESSIVE STRENGTH CEMENT PRODUCERS ��,��fJ�J �! AEA. ADMIX toe t,-- �� z.. CAC12 % DESIGN STRENGTH Z. 2 S 0 PLACEMENT AREA & NOTES Y G 571 Al r/V 6-- 11,4e1 c7or/' ».j - ,/94.4D .p W to 6 4'�/ /� S o 6/ Lpv'E. A 44. /3--At ez ,,J it/7/2E 7 l - SEE FIELD REPORT NO. N_ 4401 CR CU. YARDS PLACED CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. %1, 7 / 2 3 1 7 c i - aQge) 13(300 35 8o 4e / 7 ea 6' 8f1c 4,l h/B L icro 70 81?.j B -L3 20 1365o £9v0 lZZ 7 /2.3 `1- '60 7 (aX /z , 2590o 3060 ./k z � z,3 ' .-..a..o zg 11 No 6 1 z 1 o ��2y �- -1..0 28 1 21000 LiZ�d FIELD TEST DATA TRUCK SAMPLED (29 /tot TRUCK TICKET NO. 89009 A96,2-2. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT , TEMP. FACTOR CONC AIR 4, :30 41 aQge) ARCHITECT �A<wD KE /1L < AUG 2 G 1891 I � e 7 ea 6' 8f1c 4,l h/B 76 , 70 DATE 2a 3ZLY iggI FILE NO. 9 /io8 DESIGN WEIGHTS PROJECT GATEL M : B,..a& *6 ADJUSTED WEIGHTS LOCATION 1 BLDG. PERMIT NO. oo y /6 OWNER FA. WEATHER /2. TEMP 44 ° AT tit 30 PM ENGINEER 1 , ' : , - • RICI+RR Hul".� aQge) ARCHITECT �A<wD KE /1L < AUG 2 G 1891 I WATER CONTRACTOR a BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 1 FA. /is/gb CA. aQge) WATER .. .4 TOTAL TO: ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 BoQ 1-1AFzT 12-77-b LGa 1Aq D . k . 5"7. 101 Sear rLE, I,JA.. 99/6 MIX NO. CONCRETE: CEMENT 771° 2"71 - CAC12 % DESIGN STRENGTH eOOa PRODUCERS AEA. ADMIX, 4 6 - OZ . PLACEMENT AREA & NOTES PMpo ■gym A/EG ✓ /CsaY .c. ti • C ., CINDER REPOIZb SEE FIELD NO. vzze COMPRESSIVE STRENGTH INSPECTOR: A.A.R.I" T ' c LABO TORY, INC. SIGNED: CR N2 4424 Y CU. YARDS PLACED Z3. DATE C FILE NO. P ROJECT gig/ 74) AZ 4 74,7 a. 6, ADDRESS BLDG. PERMIT NO. 6y/.6 OWNER WEATHER r? 12 TEMP 7th° AT <O1 AT PM ENGINEER ARCHITECT ,q/ e,44e1 , J4, c ( 0 CONTRACTOR A.A.R: TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: ATTN: ,v7. S • INSPECTION PERFORMED: 2/ f�er / 2-7 Zv & . 4 / /)4 U .g / O, 3 YES O NO O SEE BELOW COPIES TO: — 1100i hkrA ?ad ., .. ..1 b .. . •. A ( FIELD REPORT( 3 RESTEEL a CONCRETE O MASONRY O STRUCTURAL STEEL, O WELDING 0 BOLTS O OTHER LOCATION(S): i ;Jo / 1 7 / .77, /8 0 .J ,o • `7r' C 010 l ! L, REMARKS: 1-L#e__„%— 1 ,"Ae g -t6 -I II 5895 PRIOR REPORT FR El FOOTINGS O AUGER CAST PILING O SLAB O WALLS 0 COLUMNS O OTHER ou i15 C .6 )$ toig z, SUPPLIER e Cr-. II CONCRETE 0 GROUT 0 MORTAR MIX NUMBER 4 -!8e/ Q) DESIGN STRENGTH Z ..-41' CYLINDER REPORT NUMBER Y8 S — NUMBER OF SAMPLES CAST 3 —6 s- SLUMP ` 7 ' A- " AIR CONTENT TOTAL CU. YDS. PLACED / 3 CONCRETE TEMP 6 S ° TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. Date or Plan Number INSPECTOR. A.A.R. TEST!NG L: BORA ,• RY, INC. SIGNED. DATE -/3 -}/ FILE NO. / --loci PROJECT ' I,, as ADDRESS BLDG. PE • MIT NO._ / �"" OWNER WEATHER TEMP g' A T AT AM PM / r �. , ..Ilia ' -aid AR .ITECT 11) v CONTRACTOR 2 IELD REPORT A.A,R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 1 W?t 2I- t�P / D t i'r�► j / T/Q ATTN: 49. 5iil, /64- yap co TO: INSPECTION PERFORMED: RESTEEL CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER SUPPLIER (YCf MIX NUMBER 1 -/ CYLINDER REPORT NUMBER '3 / SLUMP (,ei << AIR CONTENT O YES PRIOR REPORT iK FOOTINGS 0 AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER CONCRETE 0 GROUT DESIGN STRENGTH NUMBER OF SAMPLES CAST TOTAL CU. YDS. PLACED CONCRETE TEMP S/ TIME / " -- ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O NO Date or Plan Number 7 � �i _' /a COPIES TO: - "T(* k kkuk ? d ��- � �.H, +�4M INSPECTOR' ` 2 (F49/1I �- a�nr� 4 \Q..� S CrP A.A.R T IN RAT Y, INC. — 16 - 11 SIGNED. / N° 4769 FR O MORTAR L3 DATE V-/-5-,37 FILE NO /c 63 9/ PROJECT 4/7C,/4/0 1y /U• Loo- ADDRESS / - 3q - z( '_ /i BLDG. PERMIT NO. OWNER WEATHER TEMP /O Z AT AT AM PM ENGI ER /(6/• 412,45 ARCHITECT y l)/4'7i P i 7 .r t. CONTRACTOR S L A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: re,pyra ✓t-fD ta ✓LQ z ATTN: U tP /1 / . 72,0 - V2. C7 /c7 £r76 1 4 % fig/01 INSPECTION PERFORMED: RESTEEL CONCRETE O MASONRY O STRUCTURAL STEEL WELDING 0 BOLTS O OTHER SUPPLIER �°� ( FIELD REPORT MIX NUMBER br9/ /(J,mi-- ,/h?.Y /OK CYLINDER REPORT NUMBER - h // SLUMP 7 ' AZ- AIR CONTENT O YES REMARKS' TOTAL CU. YDS. PLACED CONCRETE TEMP 7 f r TIME 7� 111 ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O NO jai 4 r S M rr / • /I 1 f•4 .l. ... � J a/ /) a s. • • 7 •.. I �i.r // . .4' ., ..`rr /ic/ J / - ,44 , 4 J ' tu b/ era% ,.r it op fit' .V v� /f I!✓ ". 1 Ar COPIES TO: 70, Ct INSPECTOR' (p -91 A.A.R. TESTIN SIGNED: PRIOR REPORT O CONCRETE GROUT DESIGN STRENGTH NUMBER OF SAMPLES CAST Date or Plan Number LABOR TORY, INC. N2 4768 FR FOOTINGS O AUGER CAST PILING O SLAB pr WALLS O COLUMNS O OTHER 0 MORTAR '"3 0 a SSIGNATURE ..�.::,;..;.•.,.;, .�w i �• SIGNATURES OP EMPLOYERS' 'trr - of sf natures, on this card Is perjury and I ilkµl..' ..... + .•• 'b: 4 .•::,,• ._ :�•, .. • ry 'IRM UV BE RENEWED ON OR BEFORE EXPIRATION DATE.. '4 9DTMN SIGNATURES OP EMPLOYERS •:;:yA +, ettf1RECARDAND RENEWALFEETO; 4j,." . .. r' ',r��y4.:�!:ti •iii , Awn 51 731 Owned satisfactory production welding of the process listed on th uiiterly period designated below, •• •,:l• • ^ Date: Title :' • '' " Date: Title • , _„ _ Z: „,} * .. .c• Tiile: it 41 .. • g '" D�iti'•'' 71i1 . 4 •1322 )ieiileon Avenue, N.W. Pllope 680-8121 ' BE RENEWED ON OR HEFOREEXPIRAT1ON DATES OBTAIN SIGNATURES OF EMPLOYERS i IL ENTIRE CARD AND RENEWAL FEE TO: 11 WELDER'S RF. +• c y 11 ypw.r�%'a SJO ATURES OF EMPLOYERS ilesialuso on;thfs and Is pals's) Siisd 17S Weed ran +•!•r Dater .*' ,! • r T '' pREprmed satIfactory productionweldingoftheproens listedonthis jf; �. Frly peri...p .... • Dates ?C 4 'I�+ - 4irltr!I�i!iI! F• . ""'f" Dalai"' 7 ' «rlW�1�'�� act d . ,. ✓ . • e % 116+'/ ' tee% / .. . I rt,•.i ! / � /.tl,A Date; YYI e Tlte: iA7:'.1.1'1Y.:ttv*.vii •vk. t•.",p ' ' ' ' ' . I ll.? 1 1 : i 0 1 1 1 i . P11.1 tW ; AUG 1 9 1991 lukvViLA ;: 0,1 DEPT. u • .WASHINCTON A6ROCIATIONOrHUILDINO:dF11 CERT111E W ELDER' Shawn R. Barstad 8248 126th Ave NE C -201 Kirkland WA 98033 WA9HINCTON AS9 sU1LDtN CERTIFIEb WE r : 11 4 .-1 Roger D. Dyer 11019 4th Ave S Seattle WA 98168 r:i DATE 7 -,26 --9 I FILE NO. 9/-/o 8 ri Z /der h - PROJECT G1.¢ y 4/42 a . i4 rU ADDR 44.g.c - J_ - _,/# j" BLDG.. PER T N . OWNER EA HER / J2 la TEMP AT AT AM PM EN� /) , C l i ,v.0 /) 17446 no , ARCHITECT . I�.,9 v/ ,) /�1� h /e' CONTRACTOR /" -5. /I✓g '4 - 5 : �D� A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 23 .D,' I7 ATTN: ,E /-/ ( FIELD REPORT( / l INSPECTION PERFORMED: �EL CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): I / A.p /4 r 9 - / 1- / l / t de di c 1 5 S.1. - ,�c� SUPPLIER Qrkdrr? d4 /t.1 MIX NUMBER CYLINDER REPORT NUMBER 4c' ? 9 SLUMP 5 S AIR CONTENT ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. tJ YES 0 NO 0 SEE BELOW REMARKS' C/6v/J(' erje IP/ Vee..") , ; ∎I j PRIOR REPORT L�'!'FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS CI CONCRETE O GROUT O MORTAR DESIGN STRENGTH �, NUMBER OF SAMPLES CAST..s •-gg',r 1 -. TOTAL CU. YDS. PLACED CONCRETE TEMP 4 TIME ‘% Date or Plan Number / INSPECTOR: A.A.R. TESTING LAB SIGNED' N2 5915 FR CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO, 2 X98 ') (.3-s 7 ./z BLD ERMI NCB 7dIcOo 2 . 79 0 Leos B 3 1 . 6e WEA / 1'Z -; c0 ?,e AT AT �, AM PM EN”IEER v sv ARCHITECT // '' / V4U'1) /�#& CONTRACTOR c 4- FIELD TEST DATA TRUCK SAMPLED I -O TRUCK TICKET NO. r 7 / 3 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR (i( �`, BLD ERMI NCB OWNER Leos le 6e WEA / 1'Z TEMP ___, d AT AT �, AM PM EN”IEER v sv ARCHITECT // '' / V4U'1) /�#& CONTRACTOR c 4- DATE 7-171( FILE NO. 7l --- o g DESIGN WEIGHjS % MOIST piapEar ,/ b)o-- 7 efrai ? �V CEMENT `'tq d LOCATION (Yibp CA, BLD ERMI NCB OWNER WATER Z,r WEA / 1'Z TEMP ___, d AT AT �, AM PM EN”IEER v sv ARCHITECT // '' / V4U'1) /�#& CONTRACTOR c 4- BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHjS % MOIST ADJUSTED WEIGHTS CEMENT `'tq d FA. (Yibp CA, ZOS� WATER Z,r TOTAL TO: ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881-5441 /I'1/, I L '/f 69 d 927 CONCRETE: PRODUCERS AEA. PLACEMENT AREA & NOTES d LINDER REPOR( MIX NO. (4Y3 (/V C.Oc COMPRESSIVE STRENGTH SEE FIELD REPORT NO. N2 4401 CR ��//ff �J� CEMENT . CU. YARDS PLACED T" ADMIX �`�' ,F , vZ CACt °A DESIGN STRENGTH 2keD 0 A T/?'! N'NG- /' UUG/ / i1vp y9Z 77'U /, ) S P A/ L , , v1_ / - r',4L,, G � AAJ i(tx t - z / . INSPECTOR: ���� Vie-elm/6-2 COPIES TO: fru \w►lot - ad s . 15 P..4kurJ. dv A.A.R. ESTI G LABORATORY, INC. q r i u■(3 �e,AA1P SGI gyp ��� 1 SIGNED; CYLINDER NUMBER DATE • MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. ; 2 2- -a. -9 -• - -- 2- 4..fr5 $ r r,7 `�'� rL q S 00 ' • c/ g 8 � • ' / _ ..3 V ac /V- g -23 .,z g WEATVER G' e..4.r. TEMP AT AT AM PM 9 ~ .28 ARCHITECT . 1. 4/I v e h)' CONTRACTOR S ri /. Q) �,� J./;t.il .eff_.. to! FIELD TEST DATA TRUCK SAMPLED /a2 7 TRUCK TICKET NO g tit/ 9 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 4..fr5 .3•� r,7 `�'� rL .Bl. G. EMIT NO. c/ g 4, �� TOTAL WEATVER G' e..4.r. TEMP AT AT AM PM ENGINEER ARCHITECT . 1. 4/I v e h)' CONTRACTOR S ri /. Q) �,� J./;t.il .eff_.. to! DATE FILE NO. DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT PROJECT _ r FA. f 0 / , '' O / LOCATION 3 c 5 — //4 Ci.A r,7 `�'� rL .Bl. G. EMIT NO. OWNER 2.3 �"- TOTAL WEATVER G' e..4.r. TEMP AT AT AM PM ENGINEER ARCHITECT . 1. 4/I v e h)' CONTRACTOR S ri /. Q) �,� J./;t.il .eff_.. to! BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT S/S"O FA. f 0 / , '' O / Ci.A r,7 `�'� rL WATER 2.3 �"- TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881-5812 FAX (206) 881 -5441 TO_ 17 j,2p ATTN: 47Z 141,er 42240 �. w ( 1; 7 PRODUCERS PLACEMENT AREA & NOTES MIX NO. CONCRETE: �� ,Qi) AEA. ADMIX 10 /Q A C 't& 1 • • • Q`!LINDER REPOIrT COMPRESSIVE STRENGTH p CEMENT CAC12 �~ SEE FIELD 1 REPORT NO. CR N_ 4879 CU. YARDS PLACED 3 DESIGN STRENGT a CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 7Zs1 7-3 `i-to 7 G XIZ --44- °Io' oo 30.(6 / -/ `7z4.00 70 � 1-31 lie 1I 3 igoc 4 8 vo { / - -/ - 70.62 ( y - 7- - ,2)( ae (3'17o o L9 La / -1 ME6E El AUG 071991 ` PL #2- FIELD TEST DATA ,,��µµ / TRUCK SAMPLED /6 Z TRUCK TICKET NO. 870.0 6 JY' TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 6 : } S " --44- ENGINEEEI afri 1zz Afri -Sa 1/ 5A 77 70 � TOTAL DATE 7-3-9/ FILE NO. 9/ - /D8 DESIGN WEIGHTS PROJECT M ,� f p l �/vzia/i/ /Y R/ /AiIz t .4 -, LOCATION / / FltZcC 2 / Sr / J 7? ..¢5Q BLDG. PERM NO. 7 lGr: • FA. - .-p WEATH M 7i O AT AT PM ENGINEEEI afri 1zz Afri -Sa ARCH ! `/ n � L/ [1 � z,j� CONTRACTOR .STS /AI 6/(1/50 /i BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MQJST ADJUSTED WEIGHTS CEMENT ..¢5Q FA. / /6O ?qq (S.A. 4SZ WATER z,j� TOTAL TO: ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 CC EINDER REPOR( SEE FIELD REPORT •NO. !vJ PRLPF.23 r0 S a --- 12-724D E/1q- r - 7;4ora tr . STr. #/ 7 /,' 76'/ ff MIX NO. 2 181 PRODUCERS CONCRETE: nC 1-A) , AEA. ADMIX. TZ D acc 2.17d cYS, COMPRESSIVE STRENGTH CEMENT SIGNED: INSPECTOR. PLACEMENT AREA & NOTES $ /,6 f ieoyae i1& , �,7�s�r�(p, / /711C'i -- 3oc Ps( CAC1 % DESIGN STRENGTH 4vm6 N) Ro A.A.R. TESTING LABO 4127 CR ATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 72 c? Z 7 - 7-to 7 G xe___ / $ G t3 00 zoi so 2-7 z `77,1a5 7G v '7-3 Z8 I zI7oo 1 4 - 300 77,6L/ `t - 31 2-I3 122100 t4- z-`/ p .y am FIELD TEST DATA SAMPLED T }0 TRUCK TICKET NO. Q 7z -la. TRUCK TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC A A 8 / ARCHff / //D i t # E ORR CONTRACTOR . ?Z /v / /N/V //sso6, q 8s` 7G v 70 TOTAL DATE 7 �l FILE NO. / — /DS DESIGN WEIGHTS PROJECT ,1 //V5 /7, ADJUSTED WEIGHTS LOCHTI //t - BLDG. PERMIT NO. OWNER__..,T WEATHER ^^'',,e G�+�T/Cr TEMP AT 7S ' AT PM ENGINE 054/1) 0a So ARCHff / //D i t # E ORR CONTRACTOR . ?Z /v / /N/V //sso6, cz,5 -3----- BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT - /,‘'D *�. 0a So WATER cz,5 -3----- TOTAL TO: ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 PRODUCERS AEA. M- fte.j _ ) 7ao il- T D/; (37 � - D 1z eJ) r oPE,4111rS —if PLACEMENT AREA & NOTES dLLINDER REPORT' MIX NO. ((��' /176 CONCRETE: CACl2 �1 te-600 ,t, "0/ -/ PO 41e/-5 . S '4€ • /1eAl ( /6e,v of 217 D CYS COPIES TO: - 1 - 11,,, 1\q VAS ` , Q. j __ _ td \tet,k, & Y , $ - a -RI SIGNED: SEE FIELD REPORT NO. COMPRESSIVE STRENGTH N_ 4128 CR CEMENT INSPECTOR: CU. YARDS PLACED 2170 GY,.S DESIGN STRENGTH Psi )CJ /c$//% �S c)t)/A) ..« ian /ri • TESTING LABOR TORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 7205 7 " i -ca 7 CAZ 20.so '1 7. 3220 *-f . - 1zc2Co ` 1 28 117ov 1-4[70 12,6? W -- t -. _ z8 1 it L100 Li i p ,t .;L- FIELD TEST DATA TRUCK SAMPLED Le,B TRUCK TICKET NO, 874 7 TIME SLUMP % AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR ` ', S° 20.so ° 1-8sK 78 78 TOTAL DATE 7-3-?/ FILE NO. /61i3 71- P7CArgay /VDgT//, _ LOCATION 3 ; &3 5 //7 BLDG. PERMIT NO. i4 G....6 /5 - OWNE�f 7 _ WEA 1 Pi/TI` 7 5_ AT � � ` `-. P ENGINEER / R /CI 9 /W_SoA) ARCH T h� /f�f/Gu CONTRACTOR ,5 WiteA) cG} /NN /S.S BATCH DATA FOR t CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 46-2) `FA� / 6 /yy -1 '. '' 20.so WATER 0 TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 C� LINDER REPOR( TO: B &,) roIQJ ATTN: T o -6 hLA- e-- / 272.0 �j il-T y P J ) gg, 4 /07 31:1- &E 1 God, ?g/cg MIX NO. # "C Gv SEE FIELD REPORT NO. PRODUCERS CONCRETE: ( C/) .) AEA. e et PLACEMENT AREA & NOTES COMPRESSIVE STRENGTH CEMENT - 9943 N° 4235 CR CAC12 DESIGN STRENGTH .oe i _ ,'dd c 2G4o of 2no r7 CY.f, ,P ,R/ # 12'Se 3. CU. YARDS PLACED' Gf 2 < ,7U COPIES TO: 1 Ltke-Il1/411ct �Id s.iep f ", R(Ad rJ A.A.R. TESTING LABORATORY, INC. - `l 1 SIGNED: !ld K��,►e -� - 1- IS' -al CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD LOAD STRENGTH PSI SET NO. ` 7 U 5 7 1-to 7 & X1 Z.• ►„ ..c'� 12 32� ---/ '.8si 78 78 TOTAL - 72:62 - 2 1 -3 ( z8 1 T 1991 JUL CITY OF ni AM I UtoiviLia .1ING DI :PT. .-- FIELD TEST DATA TRUCK TICKET NO.46. 87 Z 7 7 - TRUCK SAMPLED. ieje TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 94 ►„ ..c'� WATER '.8si 78 78 TOTAL DATE 7-3-7/ FILE NO. /q � / D PROJECT 4'4 Pry 77r NOP" LOCATION 5-9&3 s // 77, - BLDG. PERMIT NO. 1f404 g4•• ,r: • OWNE 5 -- WEATHER G.�(i TEMP C _ 9 AT e7 :A 7,5" AT ` � P ENGI R /017919 N ARCH /I /A 71 fr H CONTRACTOR 43 ftG ZONA/ ASS Ge____ BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 45 "FA ft4 -. r" 2O5D WATER 53 TOTAL TO: ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 :F3&D Frak � G)P Etrit5 T o kh - -r " 27z0 �/1-7 )4 Ptig j .ire, - /D7 MIX NO. # ` PRODUCERS CONCRETE: C,�c,' . A) PLACEMENT AREA & NOTES y,d 11,� CYLINDER REPORci COMPRESSIVE STRENGTH AEA. ADM X CAC12 °� DESIGN STRENGTH .3C)2' i 'C *1 C 2G/.o of 29 Zo 27T CY!, COPIES TO: t �C un 1 �k 5 , Dep± , Ructsrm A.A.R. TESTING LABORATORY, INC. CEMENT INSPECTOR: SIGNED: SEE FIELD REPORT NO. )14)/ F /H . oN, iF CR N° - 4235 CU. YARDS PLACED' ° 21,70 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 72(0 7-3 1-to 7 x1z /& 74:50 "Z-1 Z Z,_ 77.e.i 5' 76 (' '7-3 / Zg 7z,62 2 i O4,4...1- FIELD TEST DATA FILE N /D$6 TRUCK SAMPLED 7./0 / TRUCK TICKET NO. 6 TIME SLUMP % MR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONIC AIR 8 /& ARCH T ,,..�� !�// l!�'[L� /, DTI/ /D /)t &g WATER '; ,51( 76 (' 70 TOTAL DATE 7 -q/ FILE N /D$6 PROJECT C-7 n-% z A / �/,' % MOIST ADJUSTED WEIGHTS , LOCATION 3 �z5 5'.. //C BLDG. PERMIT NO ._ OWNE R ,_-,- . WEATHER AA,,��� /� TEMP '7 j�"'r' AT ,......914,,1 AT PM ENGINE %Mp ,i` e)/) ARCH T ,,..�� !�// l!�'[L� /, DTI/ /D /)t &g WATER CONTRACTOR .5 Go/AA) Its &C1 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT J!'5� .� /f5.0 WATER J�,„5 TOTAL TO: ATTN: PRODUCERS AEA A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 j ' l I rS 7 M _ 12 Z.o C A �? D/; 4 .5c;q97m4 / G(/f : 9g/ MIX NO. WGe) PLACEMENT AREA & NOTES CONCRETE: Iii /60,0 4f OM) cYS dfLINDER REPOR i' • • C ri OPIES TO: )c J t Vale.) 36' 13, 1a COMPRESSIVE STRENGTH REP RTN NO. � D�? REPORT (J J r /fi CEMENT AD CACt $aa ,zzPae% 2c e) /$ //r. c.v /,u6 CR N° 4128 CU. YARDS PLACED Z/ r ' 6 CY. DESIGN STRENGTH ....-3000 PS/ CYLINDER NUMBER DATE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. --17-S9 --17-S9 -3 7-3 i -t0 7 G Xa2 ....47 `-- 1 oi00 57-- (6 H `W0 1 7-31 2e 1 1 1.....1 `Mee I V "7 -3 f ie 1 P1,2 FIELD TEST DATA ,,,µµ TRUCK SAMPLED # /'7i TRUCK TICKET NO. A 8720 e ) TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR �:y�AK -ll ....47 `-- ARCH T art L lit 1/ vrv�D li //- 6. - 15/ 5Ic 77 70 TOTAL DATE 7 FILE NO. DESIGN WEIGHTS PROJECT ' / o/ dtA � /-- 2 LOCATION LOCATION / 4 5, /1‘7? OV fe4 41-5 ,#G G f /2 WEATH / � TEMP 7 O Q AT AT PM ENGINEEQ IUY112G) A JtS ARCH T art L lit 1/ vrv�D li //- 6. WATER CONTRACTOR S77rn4 C�w/4/A , ,sx, BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS Y. MOIST ADJUSTED WEIGHTS CEMENT .12 FA. /2 ? �t1 A. ZOS WATER z5 TOTAL TO: ATM: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 BED tDraN ?zoPp - .2/ / 0 s PRODUCERS ao l T PLACEMENT AREA & NOTES �ZI d or X27, d 6i/S, COPIES TO: . •' 'loam id \-016 SG CYLINDER REPORT MIX NO. '5 CONCRETE: ()C6/ VI AEA. A a/ COMPRESSIVE STRENGTH CEMENT CAC12 INSPECTOR' R. 4Urk SIGNED: SEE FIELD REPORT NO. N2 4127 CR DESIGN STRENGTH CU. YARDS PLACED 7// 7' V 3Psr Sri /teioer" ; 11&. J fl sr �cvrG17 . 'oMi A.A.R. TESTING LABO ATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 6 6 I 6 6'--/? r 6Xr2_ WATER 79549 2 9/0 /-r 6 6 et l (, - - 7 -10 a e 1W 1 Zoe szt-to 64 9 Z - ? - 10 /Z-66146 I'. zT /-/ FIELD TEST DATA TRUCK SAMPLED / 0 1 TRUCK TICKET NO. E 44; '/ TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR ,, ✓ O 1-- c- WATER .7 Y l/ Eli (, - - DATE 0— //.2.. ' 1 i FILE NO. PROJECT GRfe.W ay (_. C 'tt 7 LOCATION /,3©3 1 ;11-?y Ave- S BLDG. PERMIT NO. OWNER WEATHER :3C C ii TEMP 6 AT 7 .1 AM J AT PM ENGINEER ARCHITECT L.-P/11 j CONTRACTOR .s7' > �.I,L �jI.�Ilvl ►� 46s :..-„c___ BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS ',` S0 % MOIST ADJUSTED WEIGHTS CEMENT FA. /T 8t ) C A. rnOS - U WATER .7 TOTAL l A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 i TO: Q. (p1 co4 fe.0 ATTN: 0 G v.t MIX NO. 4 (A CYLINDER REPORT CONCRETE: PRODUCERS AEA. PLACEMENT AREA & NOTES COMPRESSIVE STRENGTH CEMENT ADMIX LA / - - CAC12 SEE FIELD REPORT NO. (1 �.1 1` i/ 7 14 , - ), INSPECTOR: CU. YARDS PLACED N2 - 4097 CR DESIGN STRENGTH 2,6-do I31&. 9 e -eJ(4 4' 410+ ekM 5P e - - ( COPIES TO: u w. q 1 COPIEST nn u t,�L q k�►Y A.A.R. TESTINBOR TORY, INC. L PIN �1 ���_ �MIQ - a, 0 rcrrQ ` (( Wb��vlvici �IPS: SIGMEd c� C_,/? —r a CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 5 - 79 6- 6 1 Cs,Xq •S / O'? 5 co 3704 WATER 65 L y' i-6 2 � /ZS,eoo LiSo 5 "/ 6' 1- 4 ,- 130,000 `iqv 3,9 FIELD TEST DATA TRUCK SAMPLED 9 •5 TRUCK TICKET NO. g (4 2-7 S TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 10 ;5 •S E t((NEER I , %U d Scc- -\ WATER Li. 5( L y' . o CONTRACTOR 5& D TE -g -91 FILE NO. 9i- ss DESIGN WEIGHTS PROJECT bid, ADJUSTED WEIGHTS LOCATION /,Q 32 oi- Ize-.vrbA".) Au( S. BLD.PERMIT NO. S 3 OWNER FA. / Y 34 WEAT R(��eA 1 TEMP AT AT AM PM E t((NEER I , %U d Scc- -\ WATER ARCHITE CONTRACTOR 5& BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT L/ Sr) FA. / Y 34 C.A. 2 Us-0 WATER 2 S" TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: Zeokr � � � r J' � 2 .S ATTN: I!1 c. 4. 1"2 U Cr A 4..k 0/ : L.)( /d7 MIX NO. L , c 1 CONCRETE: ?� fa A A„) COPIES TO: 14, 4 'FAA . ) fist/ QI I 2Y} YLINDER REPOli1' COMPRESSIVE STRENGTH CEMENT ADMIX. S O Z LJ r A CAC12 SEE FIELD REPORT NO. N° 3448 CR INSPECTOR: CU. YARDS PLACED ` - 7 DESIGN STRENGTH - c' PRODUCERS AEA. PLACEMENT AREA & NOTES ee G Ire Pik nn e C C„ ( Y ( y I A. A. R. TESTING LABORA , INC. LPN 6v-A. , SG- 1 , B�Ybl 2 exiIe'S SIGNED: DATE 23,�.LY /99/ FILE NO. 9/ / PROJECT 6,47R44 /Y. 2344L-7 , ADDRESS x/2.55. //4 BLDG, -ERMILNO. OWNER WEAjH TEMP (24 o AT 6 :016 PM ENGINEER We/044/456A) RCHITECT i ,4 '/L) f ly CONTRACTOR 564 TO: ..e4Or e) ThoPede7765 ,a AT 427ZD 6 Th. S7e. /D 7 84771 i ?4. 9''0/4.8 ATTN: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 INSPECTION PERFORMED: O ,RESTEEL CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER SUPPLIER 3c 4A MIX NUMBER - CYLINDER REPORT NUMBER 1 7/1•W SLUMP Va-- AIR CONTENT In (FIELD REPORT ( LOCATION(S): /,t&- /7 Ar/D x.36 f1ND SF /-2 WEST 9ND Ai /or" 41 F anNG APS At W . E',vv U . K YES ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. ONO ARKS'rn 7 _2It -1I .1111 2 ;) 1991 COPIES TO: U\CLUtik0.. -- k:(5. - be t t R. kaS e Cr PRIOR REPORT 4o.z$ Date or Plan Number 2 61991 5162 FR X FOOTINGS O AUGER CAST PILING O SLAB WALLS O COLUMNS O OTHER CONCRETE 0 GROUT 0 MORTAR ESIGN STRENGTH 3DO NUMBER OF SAMPLES CAST 6 --4/ /Z S TOTAL CU. YDS. PLACED Z 7` CONCRETE TEMP 74/' TIME 6 ''30A. DATE.. ( • PR. ECT . 4 C- e. #a2 • ADDRESS "'A' , %f .. Z ,. Kira BLDG. P • . MIT NO. OWNER 1 ENGI ER A•ff #1I &a' dri d Al A C ITE T , Al CONTRACTS TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ATTN: 060 / � � /' /e l Z727- 1) . S'7?797 51-10771 M 7i;' (�o Q INSPECTION PERFORMED: RESTEEL O FOOTINGS CONCRETE O AUGER CAST PILING O MASONRY 0 SLAB O STRUCTURAL STEEL WALLS O WELDING 0 BOLTS 0 COLUMNS O OTHER 0 OTHER LOCATION(S): /o,i, 7 YpcK /( 7/V/1(6 - ' 1,n4 714C , SUPPLIER 1 . 1 ' ,� J CONCRETE O GROUT 0 MORTAR MIX NUMBER �/l/ DESIGN STRENGTH edtV CYLINDER ORT NUMBER NUMBER OF SAMPLES CAST SLUMP J AIR CONTENT TOTAL CU. YDS. PLACED l CONCRETE TEMP . 76 TIME /• 1: ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES ONO REMARKS' PZ x'57* /r 1204?9'7g- / 2 p1;971P. �..vii)(°. ,v? 7 F).0e , " apt, 4W/77d � i7i 7 (MELD REPORT ( PRIOR REPORT Date or Plan Number FR COPIES TO: -- 1 - v,.‘4‘u∎lct �(d'c R. j INSPECTOR. L 7z.J# <J -- I,PN Nvci,. SExr dId A.A.R. �ro:Q -e5 TESTING ATORY, INC. 1-7 if - SIGNED. N_ - 6090 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. -� (( 1 1 -2 " t i - 7 o X 4. te q 0 0 227) ' 7665 i D I 8- I4- 2, FIELD TEST DATA ' / �/ TRUCK SAMPLED _Id y TRUCK TICKET NO. p 6 ?�- 7 1/ TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR /(z r te ' 7 i D TOTAL DATE -7 - /7- )7/ NO. j'/ -s37 PR CT (4/,____C.. C. 7 LOCATION / /3032- . 1 u 2ASgJ 4A....5 BLDG. PERMIT NO. OWNER WEATH�� TEMP O AT ? AT E EER �� V ARCHITECT A i CONTRACTOR S e, BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT cM' FA. N CA. te WATER Z f1"' TOTAL (J5 A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: +tSl • ) tny r/ : , T.--S ATTN: 'k /S 1 . 2-7 2 -79 (f97L14) ()4.. Ss 0 7 Spa7>C't, G(14 / ? ?' MIX NO. ze e7 vv 4'IrINDIER REPOT(.. CONCRETE: PRODUCERS MA. PLACEMENT AREA & NOTES ADMIX am.ht-- / Ord COPIES TO: kW L4 N W rc.\. 5G- /P:,ect4ord so ' 1l COMPRESSIVE STRENGTH 1 - x - 91 CEMENT SEE FIELD REPORT NO. , 00 1 6 Gtr N_ 3369 r/i CR CU. YARDS PLACED .` z S DESIGN STRENGTH 2 5.'79 L, INSPECTOR: /fl' ///& : 490 0 Ll""' A. A. WT LAB RATORY, INC. SIGNED: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 7O 6 - v6 7 -3 1 P°2- AM PM 74700 2 7/0 [ /., 8 7066 I 7 -25/ CONTRACTOR s6-0 /29 /.282D0 '7 45 E 30 4-5 aD 7067 7 -24/ 70 FIELD TEST DATA TRUCK SAMPLED TRUCK TICKET NO. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR TEMP // Z AM PM ENGINEER fl /I,1, Veto 5D ) [ /., 8 ARCHITECT n - - CONTRACTOR s6-0 DATE / ,, Z / 6 - - T / FILE NO. q` - S 2 A 4 <. PROJECT 1 /30 3 z j/L L T 7'�r�.4 - 1-° - T- L. t -5 CEMENT Q1 BLDG, p 11 N G/to OWNER FA. /ODD WEATHER TEMP AT AT AM PM ENGINEER fl /I,1, Veto 5D ) WATER ARCHITECT n - - CONTRACTOR s6-0 BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT Q1 FA. /ODD CA. . - 6 WATER TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: ,L ? -D) Pfehr t 7/ ATM 1 /Q tiQ 7 i / (47 44,9- L. S ?4 /o7 MIX NO. 444 Cwt) CONCRETE: OC/SA - 71. %LINDER REPOT COMPRESSIVE STRENGTH CEMENT SEE FIELD REPORT NO. N_ 3373 CR �.� — 7 CU. YARDS PLACED PRODUCERS / �- AEA.. ADMIX C` C�T CC /� 4 0 AC1122 (9;;D 9b DESIGN STRENGTH 3 t9d PLACEMENT AREA & NOTES L /d'7ml t Pd 7 -e -j- INSPECTOR: 4 7 _ A � A. A. R. TESTING LABORATORY, INC. SIGNED: DATE _/, -r/ FIL I i/ - / 41 1 lG /1/, /5 1 l 9 PE 1 , OWNER WEATHER TEMP AT AT AM PM EN EER EN lh »104 ARCHITECT i i i / 111/dL CONTRACTOR i r-09-e144) Ap �Q f�_ ATTN: . " > 0 ./a rrZe Anti/ Art Sgliet 60,E TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 SUPPLIER MIX NUMBER CYLINDER REPORT NUMBER SLUMP AIR CONTENT O YES ABOVE IT NO gib ?IELD REPORT INSPECTION PERFORMED: RESTEEL 0 CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER ay- ge COPIES TO: "1 TkV -- wda 361 3e 5() kkaSC n 1 - 1)0LUtry. 1&1/11 3&11 - PRIOR REPORT FR O FOOTINGS O AUGER CAST PILING O SLAB XWALLS O COLUMNS O OTHER O CONCRETE STRENGTH NUMBER OF SAMPLES CAST TOTAL CU. YDS. PLACED CONCRETE TEMP ERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. Date or Plan Number GROUT 0 MORTAR TIME - 4228 INSPECTOR. ,6172-1 A.A.R. TE TING LAB RAT4RY, INC. SIGNED. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 4 Sif e7/--/7 1 1-70 1 , ? 6 A 1 7 2 O.S" 7( 7o o z7/0 sue-, -_ I 1 190 5 'o.; s 6 2. /2 3700 ii92 ©a 43 F 42-I0 5/9 1 5 -..5 e 1 e/ -/ Lf4f 7 n1 2 g'FLao /2 780o 3/.30 5 • se7 - 2. 11 - I 6 7,8 i zo / '/ .96 /-o . FIELD TEST DATA TRUCK SAMPLED //,/ - /n/ TRUCK TICKET NO. 7p9R7 -- 7 O 2 2_ TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. TEMP AT 9.3 i AM &A- AT PM ( ) 4 r ENGINEER fPeo /, soy ,5_ '/ " 2 O.S" h'• b 0 G,z 5 'o.; s " 63 5/9 DATE • y-- /7 FILE NO. 2 / - iag PROJECT (5 , ),Q-y / $ / / , / r 1 S MOIST / p sc LOCATION ?4',Z- S' s /J, BLDG. PERMT NO. OWNER WEATHER TEMP AT 9.3 i AM &A- AT PM ( ) 4 r ENGINEER fPeo /, soy ARCHITECT i76 I6r/5 CONTRACTOR . • )294/ C1.4 IA /.J/ /455 c BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS S MOIST ADJUSTED WEIGHTS CEMENT 5/ FA. /. CA. 2 O.S" WATER 2 S ^- TOTAL To: ATTN: A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 13EDF 7 130E5 II n rzi 12.7Zb GRTE.W DKt\)C. SEA - 71,G, WA. 97, l(nb MIX NO. 4'8Y Ge) CONCRETE: ( r.") d LINDER REI'OI.1' COMPRESSIVE STRENGTH PRODUCERS AEA. PLACEMENT AREA & NOTES 52.4e , , 4 n i7/7 `p ADMIX (030-4- oz ` J SEE FIELD REPORT NO. * N_ 3488 CR CEMENT 7/49 - Z CU. YARDS PLACED 7 -' E I CACl2 2. S DESIGN STRENGTH ■?b O /7't? / 5 .1- tn1 N ,R Tb c! h./.0/7 A. A. R 2T LABC)RATORY, INC. SIGNED: CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. W7 ' (-/.15' It-2-g" 7 Cosa, TEMP AT AT q /tt, 342 o 52. I 6 7 y8° -I 24 J' /2ge0o �5Coo 6 8 c p'bo 5 l� � � v o � 3 2a� � � O l� Zfqg c(- /f. 11.E 7 (X(; 72g,o 2 575 _5,a 4hri• i ° 16) 2 i //33d0 40/0 WO y f-1(, 2 3 v ///500 340 FIELD TEST DATA TRUCK SAMPLED 1 2 5 (I Ce TRUCK TICKET NO. 74/9 I 7 t2 2 ¶ TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR 5: ` ` 6- TEMP AT AT AM PM E INEER R. NUc Scr 4 1. 6 7 y8° - /i: '-(34( --- CONTRACTOR S6-- A 6 8 c Sf DATE q -�0 G ( FILE NO. 9-1 /0s- % MOIST P OJECT 40 -` 3 -, y /06 fk ?Li t t LOCATION bfd Ce L(2S S. l /[.e %PE NO. FA. OWNER W ATHER cJY1 ,� C.A. TEMP AT AT AM PM E INEER R. NUc Scr WATER 2 J ARCHITECT j TOTAL --- CONTRACTOR S6-- A BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT ySZS FA. /(18"6 C.A. i WATER 2 J TOTAL /LINDER REPOIi A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 p (206) 881-5812 l L TO: dC) J`Glt ?A Q (""( { e S ATTN: 3 O 1/1c-4. n 12 7 2 c 6c.,44.wQy Su,4& /01 5e.,, . x C % / Fr MIX NO. CONCRETE: COMPRESSIVE STRENGTH c Q G ^ CEMENT SEE FIELD REPORT NO. N_ 3439 INSPECTOR: COPIES TO: �v 1305.1q4, R 14,A -dm A. A. R. TESTI SIGNED: CR 7r e PRODUCERS Tl� AEA. ADMIX 5 c- A CAC1 % DESIGN STRENGTH PLACEMENT AREA & NOTES C2 C rat fr4 CA-d' LA �l 4- C � � Sc /'.tszar 0.5c sf . � 1 . � Y..�e�p ,rT CU. YARDS PLACED LAB RATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 4W1 C / - / 4- i 9 7 6g / �� D,6 S V 7550 o 2 6 70 .Se 1.4 -Yq CONTRACTOR to 2eY / ie lJ 5 -10 l / 4t g 10 Y -/2 4-19 1 6,p - 7 - g/610 2 7(o O .ScT ''- 4 81 ! 1 5 -10 9, I -1407/ v 5-to 9-5' t/ FIELD TEST DATA TRUCK SAMPLED /c ( <-f TRUCK TICKET NO. 7060)/7M s 4 TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR g 5 �� D,6 S V ENGINEER R. /4 &d5rr- Q. 8 (2' CONTRACTOR C'-- / ie lJ BATCH DATA FOR 1 CUBIC YARD FILE / 1/o DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT /s LOCATION doh & 3 cr 2 FA. / L �° WEATHER 3Wln\r C.A. �� D,6 S V ENGINEER R. /4 &d5rr- WATER 3 S-S CONTRACTOR TOTAL A �'/ '.• /� ' % / FILE / 1/o ROJEQT c 61-1" Y N o 6 PA Ate. , s s. fa.A -'-� LOCATION doh & 3 cr 2 8 RMIT NO. (1 L 4 /.c OWNER WEATHER 3Wln\r TEMP AT AT AM PM ENGINEER R. /4 &d5rr- A CHITECT /_ ( • 1<,<_ GI. a. CONTRACTOR d ! LINDER REPOT( a t- A.A.R. TESTING LABO - Post Office Box ' 23 Mr) Redmond, Washingto 980 IRA (206) 881 -5: 2 H 11 3 0 1991 TO_ 1 'x2 CJ� Ci 1 O l C' r l ATTN: )O.b__Ihc 1\ 11.7) -0 G-cole_wc y der i uk Sc� /o S Q ct /,c, C 4Jc;, . 9 PRODUCERS MIX NO. 7 8 C./ COMPRESSIVE STRENGTH CONCRETE: (3C Qr.,. f n CEMENT SEE FIELD REPORT NO. 77 INSPECTOR: C N° 3436 CR // . CU. YARDS PLACED ?R , AEA. ADMIX. '+C O? W A CAC1 % DESIGN STRENGTH (� CO 0 PLACEMENT AREA & NOTES C CY I - t� �a / e r A "4 r 4 / 4'- I if U f!/1 �� ‹ , (70(. A 'T •Q1' %n 1 COPIES TO: "1 tLAN. �331d,�e 4� R. ,�,n A. A. $ STING LABO • TORY, INC. • 1�wia L�t� S��Pt� G W 1 IaA� SIGNED: I1 ^ n_a CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. L / 4 ) 7 ' y../- 1 -as 7 6Xrz 5:5?) q/' 670 o 3112 0 5( ( TOTAL 5 4 *2'; lto_ -4- ( 3/44 t Zg 62f S a d qqg ((-a 11.-3.s° 7 (X(2 72 200 2 975 Sz7' 2 1/ 6-1 2 3 Z FIELD TEST DATA TRUCK SAMPLED 1 2 S C. . Cz TRUCK TICKET NO. 7W9 172 2 CEMENT TIME SLUMP %AIR UNIT WEIGHT YIELD TEMP. FACTOR CONC AIR 5:5?) `I ( 6- CONTRACTOR 5G-A TOTAL Cz7 Y8° lto_ -4- ( 3/44 )i-' 62f S a d DATE FILE NO. DESIGN WEIGHTS 4 7 / Sb C r y 4 c (,.-may /GO / PAa r ADJUSTED WEIGHTS LOCATION b i9 3 L(2s S. I/ r''' FA. BLD PE MR NO L /(5 O WN E R WE THER �Jyl n �( TEMP AT AT AM PM EA INEER [ . f (.) GI •S cr), WATER ARCHITECT CONTRACTOR 5G-A TOTAL BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS 4 7 / Sb % MOIST ADJUSTED WEIGHTS CEMENT FA. / T C] CA. r0a) WATER ss- TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 'r p (206) 881-5812 TO: e. p�-p r Gk ( S ATTN: 3 Y `c m 1272 6 (-c.4.4c.i y ,u& 5u. /o, 3e= L)c, . a- PRODUCERS MIX NO. `1 3 (1 CONCRETE: 6c. fZ G f\ CEMENT 1` , ��-- 5 � --� Q / AEA. 1 ADMIX. � CA C1 7 9C PLACEMENT AREA & NOTES ( D)7C rk- iC , v OGYJ -\ e h c - t , t ; C4=7 / 5c , r ) C ) . 1 sf . S-c Co_ e ) J K p rT 72 J COPIES TO' 1 / ruLv -w t \CZ trt .1'80 ./ y� �' ttLI 19 -EJYI - to. �C.Q61IP PKOM 11-W>hn YA-550c c'VLINDER REPOg:" SEE FIELD REPORT NO. COMPRESSIVE STRENGTH INSPECTOR: CU. YARDS PLACED / _7 -1 DESIGN STRENGTH Jle A. A. R. TESTI SIGNED: LAB N 3439 CR RATORY, INC. CYLINDER NUMBER DATE MADE DATE / NESTED '.� AGE DAYS 7 SIZE 6 ) I z WEIGHT TOTAL LOAD 7670 0 STRENGTH PSI Z 7/0 SET NO, \s / C C�g1� 5'—/ 7 AfR-` U 4/ ,, act> ti'. $ G2 o Y. /a's . ,) it 49140 61J G 3 o y8 d 1 -j 'f 2,,_ 7 L 7 (n1 g LOO 3 /.�v sc-_ f • I 16 2. 'RV 6 1 2.8 FIELD TEST DATA TRUCK SAMPLED //)/ - /•/ TRUCK TICKET NO. 789R] -- 7 Z. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AfR-` U 4/ ,, act> ti'. $ G2 o Y. /a's . ,) it G 3 o y8 d DATE y-- /7— Y/ FILE NO. . PROJECT 647; r i) 9 4/ /,per . 1.2 LOCATION BLDG. PERMIT NO. OWNER WEATHER r7eJL7lr' I T TEMP AT AT 9 vo PM y4 ENGINEER ,.a soc/ .60 ARCHITECT 7, )j %7 kr c' CONTRACTOR • . crA Caw arc ii(/ , 955c BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 4/ FA. / y80 C.A. act> WATER .7 .2670' TOTAL TO: ATTN: PRODUCERS A.A. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 - 2523 (206) 881-5812 BED I=O„p, 72 PeR.T1ES 1306 HPrIZ_.i IZZZc GPrTEW DKIUC SEA TR_G , W R . c17. l (o PLACEMENT AREA & NOTES MIX NO. CONCRETE: ( C9 -' ) 02 AEA. ADMIX (9 ) A- C( LINDER REPOR( COMPRESSIVE STRENGTH SEE FIELD U REPORT NO. 7 N°_ 3488 CR INSPECTOR: CU. YARDS PLACED - 8 CEMENT 77•' , Z 77 CAC12 1 4 - % DESIGN STRENGTH ?':=)(=' C7 LABORATORY, INC. DATE S -- 9/ 9 / /D PR JECT T 0 /4147/7 21 IIQc_ ATION / 6 3#S—C. /4 BLDG. ERMIT NO, OWNER WEATHER �/ �D/ TEMP. AT AT AM PM � EN INEER / - / .7 S�J ARCHITECT CO TRACTOR FIELD REPORT A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 5t/vves, ! g ATTN: &o43 /.74r . �►� tr,G�7 /�i4T �L / AI 4 J., p 9,1 /t/o. / 7 ut PREVIOUS REPORT No, { ...egecv tit”e72, (7.-1,4a/7 7 N° 1629 COPIES TO: '" IZICR}A'RD DM/ IDD KEi1L.E, :(UKWILI I 'BUD D 'Ft 5-1D-9 1 INSPECTOR: FIELD SIGNED' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 4C07 C-1-/ . 4 -19 7 6g /2, AM PM 75 o 2 670 _Se-7-4/ LOU CONTRACTOR S G- A 5 -10 .22 //57o0 «9O ' �- �O 5 -10 2� /2D oo �z 7.6) �i 4t g 1'o Y-/2 4 -19 1 i X(2 7g /ac) 2760 Sg-r 4- 1811 1, 5 -to 9 l /' /oo .4/ //0 1 -fil v -ID 9-5' v / 111300 9D 4.0 FIELD TEST DATA TRUCK SAMPLED /62 / /S cl TRUCK TICKET NO. 75 7s5/ r C TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. — FACTOR CONC AIR g 415- S AM PM ENGINEER R. No d 5e . LI 8 6.2' CONTRACTOR S G- A TOTAL DA TE C/_ /2 .9j FILE -1 Oa DESIGN WEIGHTS PROJECT Ge 1.JA Y A10 n CEMENT � Pi1 A J ZL. TION bp 6 3L-(2s s., /c, - ' EMIT NO. • OWNER WEATHER S Vyl n r TEMP AT AT AM PM ENGINEER R. No d 5e . ARCHITECT rS.IC‹ - L. 3 SS" CONTRACTOR S G- A BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT e.../SO FA. 1 CIF10 CA. WATER 3 SS" TOTAL 01 Q "'!LINDEIZ REPO1 A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO:, GlQ Ppf?t,i ATTN: K ) . 1 3 l' S Q.c, /M, Ckk, . RCA/ - MIX NO. Y8 c/ G`-J COMPRESSIVE STRENGTH PRODUCERS CONCRETE: (3 C QP', IN CEMENT AEA. ADMIX ■1 p W a 1 CACtz PLACEMENT AREA & NOTES ( Gh C )'a. ya A kers o . /76 (g` 4 , A INSPECTOR: SEE FIELD REPORT NO. COPIES TO: l.: ' . ►, • at V ., I J A. A. R. TESTING LAB° TORY, INC. 44uL •k E J' S 3 &WOW SIGNED: +• -- 5 N2 3436 CR CU. YARDS PLACED C R DESIGN STRENGTH � Q C d o dw rtai D ATE �-/8.i FI NO. Y i- /o PROJECT 6' /4. c ,1 / 4) t /OP t 4 , . 1An 7= ADDRESS bbl`s ( s S. 7 /C., BLDG. PER �� , OWNER WgATHER (.,y1n� TEMP AT AM AT PM E GINEER A N(/OtsC./ CHRECT D. /cc.k (.L ref; _ .. ,,, (f-D A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 3 (4T) j & 9('o ()(_(-4 r t' ATTN: / J {� / __ 9. .O GG- . /Rc, c.y' UQ Su. err it. /01 INSPECTION PERFORMED: RESTEEL 0 FOOTINGS tl CONCRETE 0 AUGER CAST ILIN 1991 O MASONRY t5a SLAB APR 2 0 STRUCTURAL STEEL 0 WALLS pF TUy�WILA O WELDING 0 BOLTS 0 COLUMNS CITY O OTHER 0 OTHER ,� PLANNING DEPT. LOCATION(S): S Cckb err, - b1,4 SUPPLIER OC4 MIX NUMBER C. / CYLINDER RE ORT NUMBER 3/ 3 c' r SLUMP AIR `f� AIR CONTENT ( FIELD REPORT C COPIES TO: S GA , R. RUDSON , D. KENLE, INSPECTOR' ' lJ WRJ - $L[ . DEPT. 1 A.A.R. TESTING SIGNED. 72) ORATORY, INC. N° 4286 PRIOR REPORT FR 1:1$ CONCRETE 0 GROUT 0 MORTAR, DESIGN STRENGTH Occ� NUMBER OF SAMPLES CAST • K/2 TOTAL CU. YDS. PLACED A 1 CONCRETE TEMP C°7j (12 g TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. ® YES O NO Date or Plan Number REMARKS: Qf( �Jar1� r/rn�'P h ctpt✓bver,e' pore/ S, DATE V - / 7 - 7/ FILE NO. 7/ 6 8 PROJECT 6 245/ A/okr / ce- -T72 ADDRESS 3''S s /// BLDG. PERMIT NO. 5'45 OWNER WEATHER e v.5::1eiQCT TEMP AT AT AM PM ENGINEER /Fr.' 4 )2 /rrunstvni ARCHITECT Z24 -4 hrt,.- CONTRACTOR L . i (7 A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: 13e,p I ORD PRO PE1?T1 OS ATTN: - 505 H H R T I Z 2-O cfITEW Ay D7..WE Anl_G ► WPB • citiS I ( INSPECTION PERFORMED: ® RESTEEL a CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): D G / T /9 t /4/C 7?,c774 3I) R J" G /A/ SUPPLIER ( MIX NUMBER '/R4'e CYLINDER REPORT NUMBER ?S' SLUMP /7/ AIR CONTENT ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. la YES O NO COPIES TO: 5 -1.1 . 71- YEM CSL)J tNM R. lftVPS D fell D L 71.314.11/1 L19 131IY=. - DEPT .4 -1$ -91 ( FIELD REPORT( PRIOR REPORT O FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH ,....7 acv NUMBER OF SAMPLES CAST 6 TOTAL CU. YDS. PLACED --$ CONCRETE TEMP 4 9 /o ',S •�^ Date or Plan Number N_ 4469 FR 6x2 REMARKS' , 7 r le> ,,b- ,Br c .vr .4., QA'& -'z't INSPECTOR: L% A. A. RESTI BO TORY, INC. SIGNED r CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. . "2e 3'�1 , 71 6 \KI7 ENGINEER g . gv t,i 5 (, /035L60 3660 LI. J e p 2\ TOTAL */.2C l /6o7oo 5330 f . 5-3 / FIELD TEST DATA TRUCK SAMPLED TRUCK TICKET NO. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR iL° Co, • 7 ENGINEER g . gv t,i 5 (, WATER ARCHITECT ` _ i . K e...1' ` l,rL LI. J CONTRACTOR SI -pktn t A \5c'c. . TOTAL DATE S ) i" l FILE NO. ,l /c ' DESIGN WEIGHTS PROJECT , . .1.e. L../ A. (} t Pi ADJUSTED WEIGHTS LOCATION ISI 1 S -- LI IS It - 3. - 5 / /G' 2'' S. / / FA. BLDG. PERMIT NO.s - Ct L i I `{ 1:4Lf/S OWNER WEATVAR A . ' TEMP AT AT AM PM ENGINEER g . gv t,i 5 (, WATER ARCHITECT ` _ i . K e...1' ` l,rL CONTRACTOR SI -pktn t A \5c'c. . TOTAL BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS °,6 ..1&418T ADJUSTED WEIGHTS CEMENT 4 -15 FA. / e-/ V? CA 2.c5 -0 WATER 9.. 5 -.1— TOTAL TO: A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 STS. ?IA kel ATTN: G -�: ,� �► (7/ s 5 Or <;rl SQc /7t /x L.. . c7R i g 3 MIX NO. L i CONCRETE: 0( ,e Cif .� PRODUCERS AEA. ADMIX ( A 4'UZ PLACEMENT AREA & NOTES ( YLINDER REPO1T COMPRESSIVE STRENGTH SEE FIELD REPORT NO. COPIES TO: 1 5T F'N C3 c. CP14'W1(U11) J NAIAVOCO ."" BS50 A. A. R. TESTI �� AUc Tc1. q_Le - "id,ku,k ��G� ��4 • SIGNED: 4 -199I CEMENT CU. YARDS PLACED CAC12 °K DESIGN STRENGTH s U INSPECTOR: . LABORA ORY, INC. / N° 3414 CR DATE FILE NO PROJECT 6• i1UiJ rA j 4 -{ Pi 3 ( r/r ADDRESS l b)4 cg 3 L1 / S' i/G f" 5 ". BLDG. PERMIT / 1 (( OWNER WEATHER S vAel J1\( TEMP AT AT AM PM E GINEER �L ARCHITECT D. < >,■ L& CONTRACTOR A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: pQGJ` I`D 9rv cr4 3 ATTN: L0 b J ? 9-? 2.o 6.0, k,; wG.y Sv 4. 161 INSPECTION PERFORMED: al RESTEEL gi CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER C_ FIELD REPORT SUPPLIER ©C2A/•- MIX NUMBER C.. S CYLINDER REPORT NUMBER 3 ` - I CX SLUMP _s ' AIR CONTENT COPIES TO: BED"F "12 nrc� -�-rt� , INSPECTOR. PRIOR REPORT SGA, R, tIUDSDU. D . KC htLC s TU .W1LA A.A.R. T STIN 31D6 . DE-Fr -1 -15-91 SIGNED. N° 4283 FR al FOOTINGS O AUGER CAST PILING MI SLAB O WALLS O COLUMNS O OTHER LOCATION(S): biok Sz_ A b ^ a vk - c � rc A.)0 '1^ 7 AY NET A - �on1 1 1 a�.dl L S CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH o c d NUMBER OF SAMPLES CAST CQ - CA. X / TOTAL CU. YDS. PLACED /'k CONCRETE TEMP (-o )- TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES ONO C- 7/ Date or Plan Number ARKS: -� r ( A A-'O 6I_' e{ ( p ►rdU Q J edit 3 . r � I ' I u CC'S ( � 3 dt d () Q / G� 7 t it %AC e►y ()lc V JQ roc c-lQ,y+ / Wcrs y - Pc.c,,c ece cli C -tu . `)/ v ,nr\ r'.k rt c,? 4vvyeR ✓`c,40/ (,J 3 A 2- C .f in C a412 . 5 - ORATORY, INC. CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUEWILA, WASHINGTON 98188 Plan Check #90 -206: Gateway North Bldg 6 3425 S 116 St 9. All high - strength bolting 306, UBC). 10. Readily accessible access required. PHONE # (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 040 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). to be special inspected (Sec. to roof mounted equipment is Gary L. VanDusea, Mayor Gateway North Bldg 6 Page 2 11. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 12. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 13. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 14. Barrier free parking spaces shall be identified by a sign centered from three (3) feet to five (5) feet above grade, at head of the required parking space. The sign shall be marked with the International Symbol of Access and shall bear the words "State Disabled Parking Permit Required ". 15. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 16. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17. All wood to remain in placed concrete shall be treated wood. 18. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PMONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED R 1 Footings 431 -3670 X 2 Foundation 431 -3670 X 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 9 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 3425 S 116 St OTHER AGENCIES: BUILD(NG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) BUILDING PERMIT NO. DATE ISSUED: SUITE NO.: PROJECT: CPI Gateway North Building 6 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural stab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington S Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 05/17190 "X' REQUIRED INSPECTIONS wl 1 Footings E 2 '�►' Foundation 3 Slab and/or Slab Insulation 0 4 Shear Wall Nailing 4 5 Roof Sheathing Nailing 6 Masonry Chimney ' 7 Framing 8 Insulation, 9 Suspended Ceiling 10 Wall Board Fastening 11 12 1 13 14 FIRE FINAL Insp: 4 415 PLANNING FINAL '916 PUBLIC WORKS FINAL A 17 BUILDING FINAL PLAN CHECK NUMBER go - 20(0 �J h ‘Lq. Vfa$ W UJ � Q � t' a 11 aid a 6 c9 4- y. w° �1 L W � r W d iii �`' .4 H PR GAT THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER to 11 Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 23 1\1(, .(i{- 13Gtf (ii'1 No changes will be made to the plans unless approved by the V`�� Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health ���///���.///���///���./// Department and plumbing will be inspected by that agency, including all gas piping 1296- 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (072-63631. w 47 (i All mechanical work shall be under separate permit through the City of Tukwila. 10 / All permits, inspection records, and approved plans shall be �/�'���///���"' posted at the job site prior to the start of any construction. When special inspection is required either the owner, architect or ���/// � engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being Inspected. All structural concrete to be special inspected (Svc. 306, UBC). Vf2C All structural welding to be dont by W.A.B.O. certified welder and pecial inspected (Sec. 306, UGC). All high - strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic lone 3. Vel Readily accessible access to roof mounted equipment is required. l3 Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State rofassional Engineer. d An? exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). A statement from the roofing contractor verifying fire retardancy of roo4 W111 be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1908 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Cods (1989 Edition), and Washington Stag Regulations for Barrier Free Facility (1989 Edition). All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. All spray applied fireproofing as required by U.B.C. Standard No. 43 -8, shall be special inspected. All wood to remain in placed concrete shall be treated wood. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. = Mahan &DeS : CONSULTING ENGINEERS September 24, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -11 (Gateway North Buildings 5 & 6) 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (208) 624-8150 RECEIVED CITY OF TUKWILA Ste 2 1990 PERMIT CENTER Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Enclosed are the drawings, calculations and soils report for your use Sincerely, Stanley Rawson SR:4 cc: David Kehie 12878 Interurban Avenue South Seattle, Washington 98168 -1� Mahan&DeSaL CONSULTING ENGINEERS September 19, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -11 (Gateway North Buildings 5 & 6) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Please note that all comments apply to both buildings unless specifically noted otherwise. Structural 1. Section D7, indicate welding of 3/4" bearing plate to back plate and side plates. Show 1/4" stiffener plates on Section D -7. On Section A -7, show welding of 1/4" stiffener plates to 5/8" embed plate. 2. Section D -8 and E -7: Reference note for flare bevel groove weld should read "Rebar to PL & L." Also the location of the weld is unclear - move arrowhead. Location of 3/16" fillet welds on 1/4" stiffener plate are unclear - move arrowhead. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely,. Stanley Rawson SR:3 cc: David Kehle 12878 Interurban Avenue. South Seattle, Washington 98168 c RECEIVED 5tr 2 0 19t1 1411 Fourth Avenue Bldg, Seattle, Washington 96101 (208) 624 -8150 \ 111 Mahan &DeSaC., _ CONSULTING ENGINEERS September 6, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 C Regarding: 90 -T -11 (Gateway North Buildings 5 & 6) 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Please note that all comments apply to both buildings unless specifically noted otherwise. The item numbers correspond to the item numbers of our June 14th review. Structural 11. Section D7, provide calculations for steel plates and welded rebar. If required, provide stiffener plates similar to Section A -7. Indicate side plates, rebar and bolt sizes on the drawings. Note that slot welds can be used to carry shear but not tension (AISC 1.17.9). For Section A -7, indicate weld of stiffener plate to 5/8" embed plate. Size of flare bevel groove welds should be equal to the rebar radius, not 5/16 (AWS D1.4 -79, article 2.3.2.3). Provide complete calculations for Sections A -7 and B -7. 12. According to additional calculations, page 9, subdiaphragms on the north and south sides of both buildings require 10d nails @ 4" o.c. on purlins. This change has not been made on the drawings. Also, since the subdiaphragms are Case 6 diaphragms, all plywood panel edges would have 10d @ 4" o.c. 13. On page 11 of additional calculations, the reaction from the 4x14 purlin is assumed to spread out uniformly to the ledger bolts which are spaced 24" o.c. Since the load will take the stiffest load path, the bolt nearest to the purlin will take all the load. Bolts supporting purlin should be grouped together at the purlin. 1Gl SEP 7 1:9'901 CI'r . c , W+ILA E T. PLANNING Lic:i='r. September 6, 1990 City of Tukwila Re: 90 - T -11 Page Two 14. Section L -6 Kwik -Bolts require special inspection. Indicate this on the drawings. 16. Additional calcualtions page 13, indicate 2' -9" lap length. Show on Detail D -8. 17. For connection. Type D /DD -8 and B -6, provide complete calculations for all connection plates and welds, taking into account the eccentricity of the load between the rebar and the 1/4" plate at the face of the wall. Please have the itemized letter and one copy of inquires are to applicant respond to the above comments in form and resubmit two copies of revised drawings revised calculations as required. All status be directed to our receptionist. Sincerely, Coryrnii Crystal Kolke ," .4"/0 SR /CLK:2 cc: David Kehle 12878 Interurban Avenue South Seattle, Washington 98168 Mahan &©eSaC =_mi. CONSULTING ENGINEERS June 14, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -11 (Gateway North Buildings 5 & 6) 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Please note that all comments apply to both buildings unless specifically noted otherwise. Structural 1. The calculations must contain the signed professional stamp of the engineer of record. An index sheet could be submitted that can be attached to the calculations. 2. ASTM A615 requires special treatment of Grade 60 reinforcing per ANSI /AWS D1.4 -79. Please clarify Structural Notes. 3. Provide calculations for the design of the dumpsters. Also, the engineer of record must provide his /her signed professional stamp on the drawing. 4. Clarify whether the structural system is to be designed at this time to support the future mezzanine for either vertical or lateral loads. 5. Provide design calculations for all cantilevered GLB conditions that account for the Cs slenderness factor per Section 2504(c)6. It appears that Cs should be based on an unbraced compression side length equal to the distance from the end of the cantilever back to the moment inflection point since neither the purlins nor the column connection would laterally support that side of the beam. 6. Clarify why the Building 5 GLB's on Grid 10, 11 and 12 are all cambered the same amount. 7. Section M -6 is unclear as to what occurs at the similar section and also as to where the 4 -1/2" wide strap occurs. 8. Clarify where the steel plate detail at the lower left of Section M6 occurs. June 14, 1990 City of Tukwila Re: 90 -T -11 Page Two 9. Clarify where the G -6 similar section occurs in plan, as described in the section detail. Verify whether a section detail should be cut at Grid 11 on Sheet S -2 for the purlin support on the interior wall. 10. The total seismic dead load calculation on page L -1 (for both buildings) appears to neglect the GLB weight, the mechanical unit weight, the interior shear wall weight and the actual height of the exterior wall that is laterally tributary to the roof diaphragm due to the parapet condition. Please provide revised calculations for all aspects of the lateral design that include the dead load of those elements for both directions which appears to increase the seismic load by approximately 10 to 15 %. 11. Verify whether a drag strut connection is to be provided at the building 6, Grid B/18 intersection. 12. Provide complete calculations for each building in both directions to show compliance with Section 2312(h)2H and 21 including specifically 2312(h)2I(iii). Refer to section details C -6, G -6, L -6 and M -6. 13. Provide ledger and ledger bolt design calculations for combined vertical and lateral loads. 14. Clarify if special inspection is required for the expansion bolt installations for the seismic anchors shown in sections C -6 and L -6 and show adequacy. Provide calculations for the wall in flexure between the anchors in Section L -6 as required by Section 2310. 15. Provide a design for the Building 6 Grid 1 shear walls for lateral load. 16. Specify the minimum lap length between the panel chord connection D /DD rebar and the chord steel to provide a Type C tension lap splice per Section 2612(c), 2612(p) and Table 26 -G. 17. The panel chord connections D and DD shown on S -8 appear to put the angles in minor axis bending. Provide calculations to show the capacity of the connection as shown to develop the welded rebar or the actual chord force. 18. Provide calculations that correlate with the tilt -up wall panel designs to the panel marks on S -9 and S -10 (both buildings) . 19. Clarify where the zone D panel leg reinforcement (5 - #5 ea. face), as designed on pages 10 -14 of the Building 5 calculations, occurs on the panel elevations. 20. Provide calculations showing that the design of the pilasters complies with Section 2610. 21. Explain the purpose of the TS columns shown in Section J -5 and provide design calculations. Mahan& n o `. ivo June 14, 1990 City of Tukwila Re:'. 90 -T -11 Page Three Cryskal Kolke GS /CI,K:1 cc: David Kehle 12878 Interurban Avenue South Seattle, Washington 98168 Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Dear Sir.: City et Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -206 (513) May 25, 1990' Re: Gateway North Building #6 - 3425 South 116th Street The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) Gary L. VanDusen, Mayor 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (UFC 12.106(c)) Exit doors shall swing in the direction of exit travel *ILA Page number 2 City gt Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1528) Fire hydrants are required . as detailed in City Ordinance #729. Gary L. VanDusen, Mayor when serving an occupant load of 50 or more. (UBC 3304(b)) Exits serving more than 50 occupants must be provided with illuminated exit signs. At least two exits are required. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) 3. An approved automatic fire sprinkler extinguishing system is required and shall be designed, installed and tested. (City Ordinance #1528) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual. Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1-9.1) (UFC 10.305) Your sprinkler system has unacceptable leaks. Please have these leaks repaired immediately. (NFPA 13,1 -5.1 & UFC 10.302a) Duct detectors for H.V.A.C. units shall be monitored by a City of Tukwila approved U.L. Central Station. (City Ordinance #1528) Every exterior portion of a building must be within City 1 Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 Gary L. VanDusen, Mayor 300' of a fire hydrant, measured around the perimeter of the building. (City Ordinance #729) 4. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) 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 building. (UFC 10.207 as amended) All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec. 9.110); automatic fire - extinguishing systems, smoke - removal systems, fire protection and fire separations are required per Un'i'form Fire code - Article 81.. CITY OF TUKWILA Department of Community Development • Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433.1849 AOJECT T : LA.. DOFIESS ATE TRANSMITTED PLAN CHECK NUMBER C (0-- 2CX0 DATE RESPONSE RECEIVED THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. ITEM COMMENT CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by PLANNING DIVI$J )N 0410740 =N I TtAL PL AN i Ec. )1 EL)) PAS It' E6ta Cc,'t-A t�TC --C 13c T). G, b, joU'DCL'"D1p15.,104. (-a1sln )1_1Q Ad tCA ( R 4... t E .i ) - To ti .� k LL F - C - M V) C TI-(E X11` AL tE._) ; . f'3L t U lL. IdC 10I S )t - 52 (.1 _) C_) - .j1-F Alp tIcL.uOE - -R .. 0L- l.cx01. 1 '. -'1 Q �C-t-1 1 T EC 6 tJ 1 Cs k4A t.- 0 < - Di tvxe_l•KAoN c -'1 (:)Cx )c i't2c :1%lv c..1 l-1 k.k t✓. TO 1 1-Tx4, 6' AT tVtlld I MIAi1 El"-ZPC.(<0 ° U l 'Ut Ivl --WS(0( O( -1 <.1 E A C Lc. = w -)1 r I �l Tt� E P-- /V) - t ) L - - ' , Tt 1\I o .'") CD �DIM.t - iIUU �T N1 1 N IMLaNL AT[Ot'l TLuCEtl A 1.\tLQl1 \q ,5 A.14C- (( 0 614(x,0 TDl M G.I4: to W, 7) LOCATE 'l ,T)C: t1 cJ 1 ,_.___ &r Ci )E<-5F 4NLD 002 --Ti- - .'.)CX.STI-1 tpl (2cG'T(n t Nc tie r MQ4IMuM i A - U'S'ON - F l e - - " Z l = I . � p c 6 s 44_5 . • CITY OF TUKWILA Department of Community Development • Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433.1849 AOJECT T : LA.. DOFIESS ATE TRANSMITTED PLAN CHECK NUMBER C (0-- 2CX0 DATE RESPONSE RECEIVED THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. ITEM COMMENT CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by PLANNING DIVI$J )N 0410740 EXITING REQUIREMENTS Plan Review PROJECT TELe ) ADDRESS k DATE Cj-- 2 -90 OCCUPANCY GROUP . - Z bFFIG. ( ARE:WAX. TYPE OF CONSTRUCTION LOCATION ON PROPERTY, C(2CZ.I1 READ BUILDING HT. / NO. STORIES OW FLOOR AREA _F„jCi T( f-ick K, FDIC !a4 It �l. lemeamonmsamnow OCCUPANT LOAD tO� 6 50 I!5O = 1co PLAN CHECK NUMBER • • , • DETAILED REQUIREMENTS OCCUPANCY NOTES: TYPE OF CONSTRUCTION aI' ' , ' cwF cco. RFGLO V OA V- PART V, CHAPTER 23, U.B.C. R M& NAIJ ��s.�AL�L�.' CU1 D 6-18 -9° �A 1D i t4SOi.. o• PRODS ED OFC.(6 _ 12e1V1 I 4DEZT T . CITY OF TUKWILA DEPARTMENT OF COM.f+'INITY DEVELOPMENT PLANN /NP; DIVISION CHAPTER 51 -10, W.A.C. .APeIGR. Ca ' ay.( 2 CAE A 'FA, Opc6C p FUTuv4aa oFF)cE UP prepared by: TO: PROM: DATE: SUBJECT: • ( 10/T 2 .MEMO) CH: of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (2O) 433.1800 Gary L. Vanousen, Mayor 'YY1n 5c v o 5 w \∎'0Q. 1 cz -€ MEMORANDUM • C o..-12. 030 y North Rttc .r.- #5 et 4 tio Pli2,a3-Q____dotructu f a\ orb • DOOR # 2 3 4 CD I ; 4. LO 0 17 ROOF HATCH W /STEEL LADDER FROM FLOOR TO ROOF- GYP.BD. SHAFT FROM CEILING TO ROOF. 2x4 STUDS @ 16" O/C TO 10' CEILING GYP. BD. E.S. 2x12 CEILING .JOISTS @ 16" 0/C --- PLYWD. ON TOP. GYP. BD. CEILING DESCRIPTION 3'-0" x 8' -6" STOREFRONT DOOR, CLOSER, LOCK THRESHOLD AND WEATHERSTRIP. PUSH BAR /PULL, 3' -0" x 7'-0" HOLLOW METAL DOOR WITH HOLLOW METAL FRAME, -1/2 PAIR BUTTS (N.R.P.), KNOB LOCKSET, THRESHOLD,. WEATHERSTRIP, METAL DRIP CAP. 12' --0" x 14 -0" STEEL OVERHEAD DOOR, HIGH LIFT, CHAIN OPERATED, WITH SLIDE BAR LATCH, FOOT PLATE AND NEOPRENE SILL. 9' -0" x I0' -0" STEEL OVERHEAD DOOR, HIGH -LIFT WITH SLIDE BAR LATCH AND FOOT PLATE, NEOPRENE •SILL. 3 '- 11 16' -0" 3 @ 8' -6 "= 25' -6 12' -6" 1 24' -6" 4'-8 I /4' 3'-11//' 2'-8 1/4' is SA -I MITTER CORNER RC TRANSFORMER R "----- DUMP3TER 24' -6" 12' -3" 12' -3" 1 4' -IO 1/2' 14 O 18 SA -! MITTER CORNER r - 1 I I `I I LJ HC TY 2 F7 1 1 1 1 _ J ® ® I ® 0 I lam' 1 9 -0 DOCK -HIGH PLAN NORTH 24'- '1 r i l I LJ 2' -O' 9' -0 TYP, "A "REAR 10 0 8' -6" = 85' -6" 1 24' -- 24' -6" �, 24' -6" 3" 12' -3 I2' -3" 12' -3 F 1 1 L —i TYP, "B "REAR 2 1 -1 6 ' 6' -I I ' 6'11 ' 6' -1 1 ' 6 -i I ' 6 -I 1 a. "A "FRONT TYP. "B "FRONT TY'. "B" FRONT TY 1 - 6' -8 TYP, "C "REAR 3 1_ 2 ' F I I I LJ )1 — 11 F` 1 1 I LJ 8' -6' 12' -6" 11 24' -6" n i 1 i ,LJ r I I I I LJ DOCKLH I G 1 TYP . "A "REAR I TYP , "A "REAR rlllrl -I Ilr`rIrI111IrIrIl ' 1 1l 2 RL 3'-4 6' -8. TY �a 8 0 8' -6" = 68' -0" 24'- ® ® ©0 'FRONT TYP, "B "FRONT TYP. "B "FRONT WAREHOUSE SPACE IS UNHEATED (MAX. 4r. CONCRETE SLAB - PROVIDE VAPOR BARRIER IN FI ST 40' SLAB ONLJY. DRI'/E —IN "B "REAR TYP. "C "REAR �.J 2'-0' 8'- " " 24' -6" F7 I 1 1 I LJ © y rlrlrlr rlrlllr Ilrlllr rlllrll rlllllr rI11r11� 51 61 1.0.18 0` 1 24' - TYP. "C "F 0 EXTRUDE CURB ON HIGH IDE- SLOPED SPHALT, POURED CONCRETE CURB 2'•-0" MAX. TYPICAL SLOPED TRANSITION, )) HC 12' -3" 12' -3" 21-111 6' -II/t' (3'-e '- II/i' -II/2; RONT TY . ' "FR HC 0 N DOCK ---H I GR, TYP, "A "REARI r bR IVE— I 24' -6" -4 — r 1 1 1 1 LJ d � O'-6' 12'-0 ';j 6'-8 6 0 8'6" = 51' -O" JNT TYP. "B "FRONT RL 2 4 ' -- )) 2'-0' RAINLEADER FROM ROOF DRAIN ABOVE- TIED TO STORgI1 DRAIN- SEPER TE OVERFLOW AT SOFFIT 12' -3" 24' -6" 12' -O" 3@t8'- HC 12 HC MiTTER CORNER —4)(8 SMOKEVENT TYP. F7 1 1 I 1 LJ I DOCK HIGH DRIVE -IN TYP . '`A "REAR RETA T I NG WALL. By i 12 r I I 1 LJ 1 understand that the Men Chock 4pprova1S are jbIncr to et-hug c:nd r -. • .465 approYat of PSYdt s ': i not F.cj 1.ir ,:e the vii►: of any .. of contractor's ter o Oi- rtvect ►ectsa . c D-- c 1:4210,..) .1••e NO • !uses,* U i i i oi• e }Foo en• we _ l I • P rtnit � COIF* f� •.n.e.o,.n•nheeFe.n 25..6"5' -0'5' -0' 24' -6" 4' -8 1/4 2 ' -8 1/4" 3' -II/Z' • I,f1' V - 11/21 � 18 �A- I MITTER CORNER • 1 • net. 2' 1 MAHAN & DESALVO, INC. r ,. -'' ia& deA&HA -�' fbiztAtr 1 6 N N rn D rn 0 CITY OF TUKWILA APPROVED S Eli 0 1990 /, . . A ..;,4 B IL) NG sIVISIOt4 PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY VI STRUCTURAL PER UNIFORM BUILDING CODE 0 NON - STRUCTURAL PER UNIFORM BUILDING CODE 0 WASHINGTON STATE REGULATION FOR BARRIER -FREE FACILITIES ❑ WASHitiG7ON STATE ENERGY CODE SUBJECT TO IN ERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, OMISSIONS AND INCONSISTENCIES. DATE IN _ S .1D_. DATE OUT 9. 24,22. BY: ,c.( MAHAN & IJLSALVO, IN PSCEIVC•D • CITY OF TUKWItA MAY 0 9 199€ PERMIT CENTER N a r 1, Z c Q 0 1— 00 a z 'n CC cr) d *- L z (0 o n o I - a N „, 7Yp IZeVeAL • 'fYPI AL. 44 PS SH- IALT') 4 umr) cute 4, NI NI'N spa, talseu GUhk�l; - r cute, WNLI, i • Pocg /T`(F! .1 4-15 AM sI LL AN6I -1;. A1- Oct—K. epuH rocs IlrlrII IIIIIIl Ilrlrl� rlilrlr ►luI'�i �al�i�ll��lt n . -\ 1- (01 = r -^II _I 1' REVEALS 0604T P iIL'f -UP Cphse.. i.N e t-5 sOU 1 H EL EVIIQIJ L r O O G SING mme ANC ovrl2 tip 4ilawitiKep izoo 41 LJ TVi$C e 6 .$ o o1Jx/EilA v. UN- I- iUAT�i7 MAX , 41' 44J8 ON FILL - (�i:t; SOILS REmI='1') novice - A i1J 40 floNT if71.1 L PI W6 Cross - SEc.. N sc�►.I✓ �� 1 l'-- o Alf" EL JVAT SCALE s .4 1. I r.: 7 /: .i. 611.1e/..4o 614444 a (FiNTeP) A lotreEP ALLM. WINPUW pf,AME w/ 1 II,UL.Arre.D 61,az.10.I6 ts ,G. r 6Artsit(6 z if∎16. L APp t7Iz1✓p a4.IJMIIJUM WIIJPG'W FAM 1 eD 61.1).2.1 W3( 64 - .-- e is iNG) t-At.1 V-Ara. L frt RAs, IAvhrreP - 11t - r -UI c41.J., (trr) l'PKAL Ff► .p OvpgWAr PAN-'e -101 pvcr L-Jti'YP, 4 AN P 611.1.- ANGL as • T`(r1 AL Hot-t-oW HS 1AL )R (Fy=1 J1 a), \ % iI • 'Ste' I_ Tupe, . 4.11JCc SI GI.JA,47P. SNJP(rAit•!T ' //'�-}� rr�� '' >At•Jot A1 41NUH kJIIJDOW � W � / Ok 1 14/ i it I1r1J - 3 C�lAZ1I�a( , sA1 IY z11.tr�) JL IKM — le-es/ AI A F *.J1 Ff? 'til`f -UP c,oNc. 1 I;LS (Hp) • o -1 0 AN, FL Fill Ft- PIIJ. F-L.. CITY OF KW r`,PPRO IIA SEP ► 1990 t ri 1 BU1 DING r IVISIOM RECEIVED' CITY OF TUKWII A MAY 0 9 1990 PERMIT CENTER CO CO Jtl . • w t an.)„, 4. -it f Przht-ki 12.1.,011 +Wool RIvipfga- 1Rt12 atteett -,pktt-tivo Ftittit12#216t, ,s r VOC12.0 1 21? -419.e9. IATO (4 elow4,10 10 Set ,u1 6viuttcr (4104-7 Rol2 agex_ k elGto li 0 - . 4.. ;'& ": " ":^" ; "' " • tL 444 ; . L. ] 140 114 1 -6q94eatAL(WrI) I c:41 imAte2 1 I if/ fil. 44i / I • 14,14 71'4 / 1 J/ I 4 14" 104/iii,b tYPH4P i - 1! t t 01%"(0,01e*(0/1, otti4.01, 1 rfA"EgieK6,e 2t 1 1 1 I . * VI / lat2' 14_ t -r - rf• ee.60/ -tie& wAz. ktN.t. typ. fir_bra- • • I 12co i 6 I 1 I I thiIffi • L- Ot12110e r? a2i3 co Rio Moe- burro 1,4wput- RUPCO (.01461X10 GAO f1-'-0"M) - rpm- Appel -rowal r -- r , L J I 0 I l it :(O !U (0 : V42 1 1 .At f I ,: I - TrlObL I A raegt trot- lerizi4t P7&rbt)hebt-0 ob-0 1,V-co ktpar plattet. u1-1*. tRil (elle It20144 12 1U)1/4P *L6) • -tip) ot>12. 1 - 1 , 0 01 6 11 k41 1Z* ; lad vAer 0140 1/2 UNH 601461?a 4be, Ukftri- I1 r1 t * --- T c12 01 9 i).0 • LL elf)4Ati ry2att eq+ to. _ 61.9i 21 , 4,1 12)47 (4. !;f 1 tes-vo I L _1 -Ictev rua-tt 4 fimove njW21 00/ - froos"g12Rtvb (00. " it-0k (;, 1 1 • , • ® )@ +-- -t- t 1 I 1 I • vPrjrja *tit rrAmt vam t-- Ht ol- io 4■■ }4 • 11111111 I fill 11111 111111111111 111 111111;111 7111111111111111111 111111111111111 I 11 5 I - 2 41 1 5 61 No.18 e) iii;11111111111111111r1111 11111 tfr 1 DOOR 1 1 2 3 4 r -t I 1 I I II 11215*..1 DESCRIPTION 3'-0" x 8'-6" STOREFRONT ammo DOOR, CLOSER, LOCK THRESHOLD AND WEATHERSTRIP, PUSH BAR/PULL. 3'-0" x 7'-0" HOLLOW METAL DOOR WITH HOLLOW METAL FRAME, 1-1/2 PAIR Burrs (N.R.P.), KNOB LOCKSET, THRESHOLD, WEATHERsTRIp, METAL DRIP CAP. 12'-C" x 14'-0" & rf CVERHEAD DOOR, HIGH-LIFT, CHAIN OPERATED, cam SLIDE BAR LATCM, • FOOT PLATE Any NEOPRENE • SILL. 9'0" x 10'-0" STEEL OVERHEAD DOOR, HIGH-TAFT WITH SLIDE BAR LATCH AND FOOT PLATE, NEOPRENE SILL. • A d ) 4 ( 1 ' .,1 !_ 11) - d i 15 V4 ` 14 1` d'tiot 14 4' 1 I 14.4 Vays a2h2_000/6 trirt o tbi21 WAN - / Prcv, 2 rt t w feMpt-11 (41.4ein it axitlort /Yee 14/0 • bOrm.1.4 tb'-(itt ao-o" " 0, e:'42 1 13010.4mR. 4 CITY OF TUKWILA APPROVED SAP 1990 I/ 'If 44. BU1 DI DI ION Nit RECEIVED CITY OF TUKWILA PERMIT CENTER N. 0) co c0 © VliAa2 Pr L—_ o. 1 41 0421-160 C;c04- 12(12- N.Itt* 6119 t,t, ditto-97 bo P. &!,ireak - IL /214p 126144A1 ot (thRIAMq rg-Ructvo (Jwe) 4im rims-p 0 Gtiphy6u Ct2 Ha() oil 04 ilice • we, ,r.z\l, 111111 1 11 1111 1 111111111111111111 11111111 IT, 1 14111i I I 31' I 41 I 5i No.18 e 1 .1 I I ETA I II LI 6 L 17, tr- 111111)11 frin oilliir igiriliffrirqdritin rue iflhi II rt.. (ID (?) •02922-m Vr=v MAdiPi4 r 0. titeF tiEt11+11-0 md omuotuee Ouciormt) 64,144.ve v7 UN-110w (Ift441 :!! 4tPkri‘ ti viva. uaelesk r• a 41 or 0 1 M61416LX Ut-io (Fev-ffe2) • OloOir Wil41141 VM'x'/ ITIfr • `q I IWAtile 4thoilvi (h cui lAttovurio WaH v2 49-160 143.1i) (i) ; I/1 la 1 4 'frau F.,or*exipoleto rxiye-iti rem Ny Ir..1.6t•to tor) ha, 144C166 "Irlqt. NVO/ Pze. ( ptii.titp) (0' 6tte.u. ltiee .11)1.* (p*) JGGO M(.41-14•44e Utly (Pbo-tto) auptiNtit-I voicav m2046- 4W'M i44-10('ZoM ftwi -1059 1G-r-uP tat(A2e4s 1314 1 L 13114-ftv10-11P te116■Zetit 6r-) f%L=yobip, 14112PX4re mr2r4 titcoto2 blurAtout4 Vitro Fratio. w/ I 11-alw1to (/vicpt artti 644,91-k4) /7ttao hatcle eitto CrbillvD) 1. U2liti mL: le T -1 BUILD, 4. 1; CITY OF TUKWILA APPROVED SEP • 1990 RECEIVED CITY OF TlinVILA MAY 091990 PERMIT CENTER 1114 0) Cr) CO 1 IJ 00 0) 2 ›. 0 2 0 < Z -± CC cr) :D< CC LLJ Lir Z —J CO CO c co (NJ CO CO 4. ' A el we-A.11.A- aP GII.ALII.IG( f tdHI1.1111 141iJp&y1 rfAME -it** Aral. -laL raflort mtwa Cutmut G0rairP5 V/liAow 10;191,.1 C8nJEg 014.1TIt* pat- 5ra -r • • Tor_60 c7 T oni • T11c,e.Seo-noIJ ' t ils3> AT JA•11 lmtir / OV02.4 o P 0■1 114 gMTO . 1 Moleol - rot 41171.42. AS(8661Weir Ito oP TF04 4 114140P 'kL - r t• 1.1P @ I I OG. .1^I/ f:11 rite err 449J101-.1101-1 • V • s. i1UL ir-49 61�d� - r 1111 1. 11111,: 1 FIzAma M LA II f? 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A1.h- r r � L - D GO�lG 7l�. ?1 LT IJr SILL 0� wiLica,te ' 4 t 31 1 or.1L-(] 4r AI F-1M.P ertz - LT rITY �F TUKWILA APPROVED S E P N 1 1990 , ,/ i-1 A:. - . 1 r "• r IVISION RECEIVED CITY or TUKWILA MAY 0 9 1990 PERMIT CENTER IT HrAD rk 1c- E E- friiI �T iI iI Ii t It t 6 .., I 8 . iiiiIt L ,, . iiiiliiiiiiii 9 Iti'if � i 1 iilifiliiiiii • I I 0 ,, ,.__ _____.__ .__._ ii , - I$'�[' 2WPINod r, 4- Ib' -1" 1 1 D .I • • 1 fzot,E c J trook f' t,r1,I o e 4 PP i 041 • et.I I LG1 HC1 / 7 nti PRA ,va I ��� a2al11 ill - I' tkOlgiNG H Ci II Pasimeorbut G I3,L I 24 I . //1' -i0 �tiL1� 1 N1e12�Sr-IE a I p a�q' (o2 'rpta)4 atok o e) MEN I '& t2abliite 1117bl i I6" < +74Z" 1 ` (1 144 Q ' d'° 24'.1v t 924.4Yt' 14',1U:,' • IACt �1.�v.I IUD•- �►�i'' - tit v" _ - : ' - 18'b'` I'p6 b' -e 1 I 'metal )11. la„ 10 the cv { j ,, J'd Witt I Lem 1 , 1' 0 101 041ICi LJ Irlrlrlr t 4 ap2'4•1 P2y.'2 p ?d• n -Idli ,24•1 eq2 4k (114-1Y2." WA 10 1' I ' 1 2 I �(r1r[�Ir[rlrrr l �(�(r(i 3l 4 No.18 a � A }Wr M01 (I3ti 7) rzth-11207e114 L » ovea rape-r--- IYi fi l,k -6149/A 12.11 Meal q - f rba i .1 ru1u 2G U O 7 u is `�l Iii - � Vbu, Meow w/ 114601,bl1,0 rti i tlfw r ok viHowirai J tits nn''0 41aI �1 114161lt7 if1C i i / t P�v rl2?INU \ V /IRULb1iL -- � !I i • �- FM RIG11211WI011 I »►Ng 2'•d) b er (bu+i vlI) 41e loom I poi \ 1EVA/ rko IR 1* MINI .w ICI 46totiu ry �- ti d -up R A[.ritv tiut.ufvalze 130, or ovpx of Vz1 AND Hip, iaMlrlct J. 1-11MtPi CITY OF TUKWILA APPROVED S E P 1990 4 M2, 811 DOG DI *ION taln E011-12 1 14 4 Ir,r RECEIVED CITY OF T'JKWILA MAY 0 g 1990 PERMIT CENTER t. - - -► - - — L Wrx `-x I \-- mcov=tee it t Ftur NtiIDICbP arz&ar Pl A4 104 12141/0 Tb ii,[71I -lU C I I II W MITO I !' F iYilk 4 ra2r011490 I II Cr) Cr) • CO O N C/) Z 0 > , a z co_ EF I— W c0 ti N to HINGE EMBED Y4 3S'a. �0 W/ 2,- Ya"ct x4 "klas. RE ARCH, FoR Lac.. PANEL. - CONN, TYPE C PANEL (2) FTG 0 0 0 0) • 4 - ILO J I PANEL- I E.A. MAY 4" sue, 14 4e24"% . PANEL SECT ION 4'' coNC. e) ON GRADE.. SCALE s 1/4 1-0 HI NGE EMBED 0 6" W/2- 1 /2. " cbx 4 14,1-1P. RE: ARCH, FOR LOC, FTG IS' -6" I 4" FTG 9 DUMPSTER PLAN fHINC�E EMBED Y4 . 3 Y.d- W / 2 - '/a "Cb x 4' W _ RE! ARCH. FoR l cx. e.:14"% EA. WAY 4" S LANE, # 4 @ 24" I' 4" FTC.* (TYp) P,C. PANEL (TYP) 'I'! 'I' ilJ III fIl Ilr IiljIiI 'I'I'I' r1II Il ►(VIII 'IIl'I' Ililiii 'I'I'I' ililili Iiilili I I 21 13 1 1 41 I 51 No 18 I •'EIS . * ,II I I 6 a y* t3 Lp 9 ,,, 9 wit IIIIIIIII IIII 11 I II III IIC� ll �lll (!�iIi 'i A I1 �l�i�I�lll 1l ik 11�1I11 i iiiil �� � l�� r l�C�� �� r�I�i � TILT - UP C_oNG. PAr,ML. 5Y', 6 I- FLATG —r I II I -a L -�VAmo L LB :�= I T p �r -- - aN 1:6 J A M(3 l TAI �..( _6: 14. = I. -o 8' AN/4E 3 1 4 cov.RU6fr. sram. PLAT ST L Ce.06S ( ,'�L1�lG 11L1- L) P CONG. 22" Aft" L. II 1 Q �I� x7'T4 E-' - - IyIPLusIH fitier Mb (1JC. 6. -0 x5 1 -- . 10 1'H 0.6 - "H • IA � I I I .I._ 3 VuriMg iKpa Ft4 i 41s -off `T561- MJA 3yZlx"z. x k11 16- 101- 0 11 ® Vo - 101 : IC" — SCALP ! 1'." 1 -c7 TIrrllp t u.s Ha W/ !MN/ LS 11 LI' - UP 00NG. 11 G 404 S 1312AGE a ' : ' GOIZ2,U6AT61: ® � 51 LL HaAD CITY OF TUKWILA APPROVED S E P 199 But ' DI , D VISION 3'- II x7 -. ST EL \ i GAro. LEAF 1.1/ hH --1 Po 1.. I Isr ccal l� RECEIVED CITY OF TUKWILA MAY 0 9 1990 FERMI f CENTER c!, Z co cb mz < '- v N W Z a m V432 hi f� 6'i LeAll 8 ar Eco a w o. w0:3 d R > g 1 /1111 te r ca 6 id Di'F tJHF T PiWx.1 FOOTING SCHEDULE MARK SIZE REINFORCING F2.0 1 -0x2 1 -0"x0 -10" 3 - #5 E.W. BOT. F4.0 4'- 0x4'- 0 "x0' -i0" 3-#5 E.W. BOT, F5.0 5'-0"x5 5- #5 E,W. BOT. F6,0 6,- 0 „XS,MO,x��_2" 7 - #5 E.W. BOT, F7 0 , --4 . 6- #6 E.W. BOT. F7,5 7,r- 6 "x7 -6 "x21-0" 6- #6 E.W. GOT & TOP FA 5'....p " x18 , - 0 "x2' -0" 5 -� #6 L.W. BOT. 5-#6 L.W. TOP #5012 "oc S.W. TOP & BOT. to ,� . �• � cp , s. , r r I - r F 6.0 T F6 0 F6.0 l ' , J F6.'0 �J F6,0 (- .)' --8" TYPO INTERIOR F6.0 F4..0 F4.0 :;. F6.0 L J T F6.0 5" CONCRETESLAB SLAB ELEVATION IS REFERENCE DATUM L ;9 J r F6.0 -I L4.1 L J F6,0 F6,0 3 '- F'6.0 F6,0 ( -1 ' --6 ") F6.0 SIM STEP ,FTG I - FTG ( °g. ► 6 N F6,0 GRID® C yfiiixc Vk.r Sr.;aMSce. ("' - " 0 ►► TYPO GRID:. F6.0 F 3 I 3' - 0 /• 6' -0 I /2" (TYP. AS SHOWN) F6.0 F6.0 tYi.'. .., 210 3"_i4+iY•Fd`sys.. ' ,ieyraitaa'xt�r` ; +.s:!�tl.St..b'r3ilil�� fl re,>+arf.+ F -5 F6.0 SCi . 1 j io „ = UI DINGS FOUNDATION NOTES: i) FINISHED FLOOR SLAB AT ELEVATION 'iS REFERENCE DATUM 0' -0" F6.0 2) ELEVATIONS SHOWN THUS :( ) INDICATE TOP OF FOOTING ELEVATION BELOW REFERENCE DATUM. 24'= -6" 343' -0" 24' -6" F6.0 24' -6 24'...6" F6:0 `--� D -5 P4.0 E6.0 .�. F4.0 Fs , 0 � F4..0 J -5 - I' -6 ") TYP.0 GRID (D I F6.0 i F6,s F6.0 F6.0 24'-6" F2.0 24' -6" F4.0� F6 - 5'--6 GRID E RETAINING WALL RE :ARCH. ERECTION PAD ASSOCIATES, ENGINEFIRS 1605 12TH AVENUE, SUITE StATE18 88A14119 , WA !, TO 961 0) ' 24' - 6" 4.0 F6.0 4 24' -6" 3' -0" F4,0 F6.0 JOINT LOCATION RE: FOUNDATION PLAN I I /2" MIN 24' -.6" t6" F6.0 F4.0 F6.0 %%'(-5► -6„ It GRID JOINT LOCATION -'' I /2 "Ox 3' -0" PLAIN BAR RE :FOUNDATION PLAN - I ®24 o /c- GREASE ONE END (20' -0 "o /c MAX.) • CONSTRUCTION J JOINT LOCATION tt RE: FOUNDATION PLAN.' -0" A-5 SIM STEP FTG CLOSURE STRIP 0 i SLAB ON GRADE W /6x6 WI.4/WI.4W.W.M. CENTER IN SLAB,STOP 0 C.J. -#4 x 3' -0" DOWEL 0 2.4"o /c (C S ) JOINT,OR FORMED JOINT ZIP STRIP PLASTIC JOINT OR EQUAL SHRINKAGE JOINT CITY OF TUKWILA APPROVED SEa 19'O ,�,i► .4 34ILi G +VISION EINElltffEril ,Le a 1990 '1 MAHAN & DESALVO, ANC. Ur Al DIAPHRAGM NA I L i NG SCHEDULE MARK NAIL SPACING ALONG CONTINUOUS PANEL EDGES NAIL SPACING AT OTHER PANEL EDGES Q 2 I/2" 4„ -, 4 » 6 " 6" 6" O DIAPHRAGM NAILING SCHEDULE <22' -0 ">s, L -6 <22' -0 "> N 24' -6" 0 <22' -0" R.D 24' -6" U SCALE: I /16 " =I 0 „ 24' -6" R.O. 24'-- LOW BUILD ROOF FRAMING PLAN NOTES: I) ELEVATION SHOWN THUS :[ ) ARE TO TOP OF.,FRAMING (BOTTOM OF PLYWOOD). ABOVE REFERENCE D'JUM. 24' -6" C -6 2) ELEVATION SHOWN THUS: < > ARE TO TOP OF PARAPET. 3) NAIL ROOF PLYWOOD AS PER ROOF DIAPHRAGM NAILING SCHEDULE, 4) USE 4x14 ROUGH DENSE D.F. #I 0 8' -0 I /8 "oc (3 7/8)(13 7/8 MINIMUM). 5) PROVIDE MINIMUM 1/8" GAP OR PER MANUFACTURES RECOMMENDATION BETWEEN O.S.B. EDGES. 24' -6" D -6 343' - -U' 24 ' - R,D. -6 „ Ill . lrl'1 �1I1.'IIIIIIIII I I I 1 I I I I I I 1 I I D -6 24' -6" III'hl 11 1111 fim�6ln�rn I fill a l 24' -- 9 1 (llIrHi C -6 " Naim No.18 e°"At.5. IIIII�IIIIIIIIIIIIIIIi1t111IIIi�lllll .51 Nana 22'. -p "> NAIL 1041d4% P LL I =.DCne '~ R.D. 24' -6" 4x6 '0 19' -0") (18' -8" EXTRA PURLIN m x M 19' -II 1L2" K -6 YP.GRID 4x8 SKYLIGHT TYPICAL RE :ARCH X -. M) . x G -6 "��, ► 2x4D.F. #2 M 0 24 „ocW %F24N HNGRS 0 EA . END MEW -- 9-x6 L D E 19' -0 ") 2-2 x 4 W/F24 -2 HNCR TYPO SKYLIGHT BOUNDARY NAILING [21 ' -0 ") 4x6 LEDGER PURLI I19' -0" N C-6 B -6 „ R.D 24' -6" 2 '-0”› .Ors. C-6 / G22' -0 "> L -6 NOTES: I) ALL NAILS TO BE IOd COMMON (.I48 "0x2 I /8' LONG). 2) PROVIDE IOd @ 12 "oc ALONG INTERMEDIATE FRAMING MEMBERS. 3) PROVIDE 2 ROWS 1Od G.4 "oc AT DIAPHRAGM BOUNDARIES. 4) NAILS 0 2 I /2 "oc TO BE STAGGERED. "OTHER" PANEL EDGES ARE ALONG 2x STIFFENERS (TYPICAL) PLYWOOD PLACEMENT DETA `<22' -0 "> INTERMEDIATE FRAMING CONTINUOUS PANEL EDGES ARE ALONG 4x PURLINS (TYPICAL) L CITY OF T11KWI A APPROVED SEP �«ot►0C�4 p . c 0 N- 4 ,�`,,l° 4 � � � '4 At ° ^ try ° , 0 1 . 't" i Qo /. '' •. �; % I tiro I ' cb-*•6 III • 5' CLOSURE STRIP F7.0 L- F7.0 F6.0 i F6.0 F6.0 L_ _J F5.0 F7.0 L_ _J F5.0 3' -0." CLOSURE STRIP TYPI ?AL (- 0' -8 " TYP.0 INTERIOR F6.0 F6.0 5" CONCRETE SLAB SLAB ELEVATION IS REFERENCE DATUM L'� F5.0 F5.0 F5.0 F5.0 6` to s. .s �� � ✓ C -5 r r ! I -- L J _ L J F7.0 F7.0 F7.0 F6.0 I F6.0 I F6.0 F -5 D -5 snow 5' -0" CLOSURE STRIP F5.0 F5.0 F7.0 F7.0 STEP--- - FTG F6.0 8 -5 F6.0 - I' -6 ") 10 <27 23' -6" TYPE C CONN H 18'-0" TYPE C CONN TYPE C CONN 0' TYPE G- CNN TYP.A GRID ( -5 ' _6" 4 A -5 SIM - -STEP_F ( -3 ' _0 ").- STEP FTG F6,0 I TYPE C CONN ( -I'-6 TYP.0 GRID 24 ' 1 F6.0 F6.'J: 24 '- F4.0 1 F6.0 #4 O 12 "oc E.W. F6.0 2 4 ' _ 6 ., F4.0 F6.0 F4.0 F6.0 8 -5 24' „ F6.0 J--5 4.0 F6.0 24'_ ,/ TYPE D CONN TYPED CONN TYPE L CONN TYPE L CONN • 0. - TYPE L CONN TYPE L *CONN 0 0 TYPI: L CGNN TYPE L CONN TYPE G75 CONN TYPE G =5 CONN F6.0 F4.0 FA F4.0 F6.0 3 - #6 #4 A 12 "oc E.W. F4.0 CONN. RE:D -7 TYPE F CONN TYPE F CONN TYPE F CONN TYPE G- CONN F6.0 i £ ililli i���l F4.0 F6.0 TYPE D CONN RE :E -6 TYPE B CONN TYPE B CONN TYPE F-5 CONN F4.0 it i F6.0 EDGE OF PANb FOR PANEL 9 F4.0 r 1111li1 1l iiii111ii �il�l�iiiiiit F6.( 5• - #5 EA. FACE (10 TOTAL)W /S1U HOOK 0 EA END 4 #7 W / #3. TIES 0 12 "oc RE :SECTIONS F--5 & D -6 FOR ADDITIONAL TIE PI'I'riT rICI'I'!' P1111 TPITPIWPI�1il+I�l No.18 W°:"' hlroi rim F6.0 F6.0 F6,0 F6.0 F6.0 F4.0 F4.0 F4.0 F4.0 F4.0 L - -- --,.. _- - - - - -- - TYPE B CONN 4 - #5 EA.FACE (8 TOTAL) TYPE B CONN TYPE B CONN #4 X 2' -6" DIAG. TYP. TYPE F -5 CONN 4Mmi. A-5 0 7 F4.0 _. --FACE OF PANEL " 0, F7.5 F6.0 NOTES: I) FINISHED FLOOR SLAB AT ELEVATION IS REFERENCE DATUM O' -0" . GRID IS Q OF PANEL. - 5' -6 ") TYP 0 GRID - 5' -6 ") F7.5 - I' -6 ") TYP.0 GRID 24'- �UI.DING - FOUNDATION PLAN N SCALE: 1/16"=C-U" 2) ELEVATIONS SHOWN THUS:( ) INDICATE TOP OF FOOTING ELEVATION BELOW REFERENCE DATUM. 0 CITY OF TUKWILA APPROVED TEL. (206) 324-6160 RICHARD IM SON & moat :was, INC. CONSULTING ENGINEERS 1605 12Th. AVENUE, SUITE 18 SEATTLE, VNASHING't`ON 98122 cn co cl . n4 nR,� N , J 0 ti t ''t. 'qr., iiit,a''.. . i g i C PS 1. f •� r .I' xAte tag WiTli ' lcPcs 0612 -.� o6-U -4 l o6 -L1 -6 (2s &" TYP. GR (24'_2 (24'_8" 24'_ 1/2 " 4x6 LEDGER '4x16 R.S.D c.o 6 3 4x25 I GLB 24' -7 1/2 ") (24' -8" 25' -2 ") R.D. C -7 LOW ematr 24' -7 1/2") 4x12 LEDGER [21 -8 24' -IO 1/2 "] [25' -2" 2 -2x4 W/ F24 -2 HNGR TYP. 1/2" PELICAN MILL OSB (NOTE:FURNISH FULL 12" THICKNESS r24' -7 1/2 ") 24' -7 1/2 "] / [24' -10 1/2 "] 104 t 4% 4.1-L E.DCcE,S Ii:r T'I.1)001 SHEET ARoUI -IP ( PERIMETER OF 24' -4 1/2 ") 26' -2 1/2 TYPO GRID 25' -S" ] 0 GRID 4x6 LEDGER (26' -4 1/2" 24' -IO 1/2" 4x6 LE GER <27'- i M <27'_ • 71..11- Ld W + -1: r R � `- ( "..W/4 k i.1IZ L 6 4.04. \ �G�WU 15,11464.4007 4 R.D. 24'-6. �--- -•-.�. 24'_ --- 24 ?$ Oda 2 4 I /K20 J 44 I16g elYri P1 a lei- 0 e GgIv 2 c' JLY �J B -6 Q.S, C -6 L IIIIIIIIIII�, IIIIIIIIIIIIIIIIIIIIIIII1IyI1I1I11111I 1�1111I1I111I1I1g11I1I1I1I1I1II vJ No.18 1 e"•1'..."4:41:7" 1 i e i i 6, 8 L 9 5 6 01111111IIII(Iii IIiiltiii iliihlii,IUII►ii tiill1iil Iiiilllii�iitiliii1 D.S R.D. 3 j D.S. L - 6 FACE OF CONC. R.D. C -6 " <27' -0 "> 0 0 __. 77774 0 0 Nhr BUILDING 6 ROOF FRAMING PLAN SCALE: ins _1 -o DIAPHRAGM NAILING RE:SCHEDULE NOTES: I) ELEVATION SHOWN THUS :[ ] ARE TO TOP OF FRAMING (BOTTOM OF PLYWOOD). ABOVE REFERENCE DATUM. 2) ELEVATION SHOWN THUS: < > ARE TO TOP OF PARAPET. 4) USE 4x14 ROUGH DENSE D.F. #1 0 8' -0 I /8 "oc (3 7/8x13 7/8 MINIMUM). UNLESS NOTED 3) NAIL ROOF PLYWOOD AS PER ROOF DIAPHRAGM NAILING SCHEDULE. 5) FOR SPANS BETWEEN 8' -0" & I6' -0" USE 2x10 D.F. #2 0 24 "oc. FOR SPANS LESS THAN 8'-O" USE 2x4 D.F. ,2 024 "oc. 6) PROVIDE MINIMUM 1/8" GAP OR PER MANUFACTURES RECOMMENDATION BETWEEN O.S.B. EDGES CITY OF TUKWILA APPROVED SEP 19 O AS « BU ION TEL. (206) 324 -6160 RICHARD HUDSON at ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 0 „01 bO pb o i a s� w i ,! ee��•a � s c�` 4 4 )1t R 4bf 1. 4 Li to-3 I 414aid 4 7dIgi 49+4 7,172-75E-1 P,C,PANEL RINFORCE PER PANEL ELEVATION ASPHALT RE :ARCH, 3 "GROUT COVER (MIN.) CONT. FTG W/4 - #5. (2T,&213,) 0 A -3 SIM. SIDEWALK RE:ARCH. 2 , -0 ►, DEPTH RE ? F'TG SCHED. .@ A-5 S I M , s;.QL'QN D, SCALE: 3/4" = 1 —0,, P.C.PANEL . REFER TO PANEL ELEV. FOR'' WALL REINF USE C7x9,8 0 7 1/4” C6x8,2 0 6 I /4" CHANNELS RE:SCHEDULE N #4x 2' -0" 0 24"oc (MIN. 3 EA. LEG) L4x3x5/16x1' -2" w/3- #6x3' -0" 0 4" GA, R 5 /16x3x0' --I I" 3/4 "GROUT (TYP.) (RE :PLAN) R. 3, 4 "x6x2' -4" W /5- 7 /8 " 0x8 "W,H,S. O 6" GA. USE 2 - R.3/4x6x1 -2" W/3 -7/8 "41x8 W.H.S. O 6 "GA. Q CORNERS SECLI ON A-:5 SCALE: 3/4" = I' -0" 2 "OWEEP HOLE 5" CONC, SLAB Q 6' -0 "oc # II I€ 5/I6x2 3/4x3 3/4 II (0 EA. BAR) 1' -0 MINIMUM -_--� FREE DRAINING BACK FILL FULL 'HEIGHT OF WALL 2 "CLR TO VERT. REINF, 3-#5 CONT. ERECTION PAD BEYOND DETAIL SCALE: 3/4" EA, SIDE OF REBAR 3/4 "EMBEDED I£. W/6- 7/8 " 0x8 "W, H.S. LOCATE CONNECTION 0 EA. PANEL JOINT 2 5 I/2 v et CT ION #4 0 16 "oc VERT. #4 @ 16 "oc HOER I Z. ASPHALT RE :ARCH. 3 "CLR 1/4 s co 5/ 3 it 3/8x3x7 @ 9"oc W/2- #7x3' -O „ .0 4 "GA. 1 1 1 1 10" PANEL EDGE „ 2” " Z P.C.PANEL REINF. PER PANEL ELEVATION DOWEL PER SEC,A -5 I' -6" MIN. DEPTH RE :FTG SCHED. ASPHALT RE : ARCH, 12" 10 3 "CLR 3 "CLR L3x3x3 /i6 W/ 3/8 "0x4 "W.H.S. 0 24 "oc SECTION B -5 SCALE: 3i 4 6 - #3 0 6 "oc 1/ SIDEWALK RE :ARCH. DETAIL ff 12" 01 PILASTER SCALE: 3/4" = ` —0 " 0" STOREFRONT RE:ARCH, -INSULATION RE:ARCH. I 1/2" x 7 I/4 "KEY WAY SET PANEL IN GROUT 2 - #4 CONT. SEE FTG SCHEDULE FOR SIZE & REINF. SECT I t2N —5 .n�r,.r,......+r.urm s+ n � SCALE: 3 /4:` = I , -43" P.C.PANEL BEYOND FO #5 DOWELS, @ 24 "oc P.C.PANEL SEE ELEVATION FOR R51NF, 3/4" BRG ft W /4- 5/8 "0 EXP BOLTS (EMBED 5" MIN) ASPHALT RE :ARCH. I" LEVELING GROUT DEPTH RE :FTG SCHED It RE:A -5 SEE FTG SCHEDULE FOR SIZE & REINF LECTION C-5 SCALE: 3/4" = I' -0" 4 - #7 VERT. BARS G EA. PILASTER #3 ❑ STIRRUPS @ 12 "oc 12" L4x3x5 /I6x0' -8" W/2-#6x3'-0" BARS 0 6 "GA , (WLD REBAR TO R. RE : A -5 ) FL 5/I6x3x8 L3x3x3/I6 W/ 3/8 "0x4 "W.H.S. @ 24 "oc -4'- It R_ 3/4x4x8 W/2-7/8 "0x8 "W, H . S . 2 " 2" 1111111 1111111 111111► 11x1111 111111r 11 1 111. 1 1 1 1111 111111 6 1 . a i No.18 e < _ 1.7 :1 I EI I I I I 6 y, 6 E Z, i- 8 w IIIIIIIil iirfl �� III Ilflll�ll �IIIIIIII IC�II I (11111H II�I i�I I I�i ��I I �i�i r lfrili i(Jrffli A11111111 : 11 iii«r1 I ii rr _.,MINNIP I/2" DETAIL ff @ SKEWED PANEL I" 6 " I " DETAIL tf 1/2 rf 6 " T.S. COL. RE : PLAN SECT I ON J--S SCALE: 3/4" = I '--0" ISOLATION JOINT COL. RE: PLAN I' -6" DIAMOND ISOLATION JT @ FA COL, 5" CONC SLAB 4 " CLR --- f1' 1/4 X 3 XO' -6" W /2- 1/2 "0X 4 "W.H.S. 5" CONC, SLAB 0' -0 -0 #5 x f DOWELS 0 24 "oc 4 - ;5 P.C.PANEL SEE ELEVATION FOR REINF. •4 - #5 CITY OF TUKWILA APPROVED SE "19 "n 4:// 9: UNIFORM BUILDING CODE, 1988 LIXILLAWO ROOF. ..,26 SEISMIC ZONE 3 WIND...80 MPH, EXPOSURE 8 UMBRUIPMAI FOUNDATION DESIGN PER REPORT #1199 -02 -1 BY GEOENGINEERS INCORPORATED ALL FOUNDATION .WORK PER THIS REPORT.ALLOWABLE SOIL SEARING E600 PSF PER REPORT. ALL EXTERIOR FOOTINGS SHALL BE iS INCHES MINIMUM BELOW LOWEST ADJACENT GRADE. SOILS ENGINEER TO INSPECT AND APPROVE FOUNDATION EXCAVATION PRIOR TO POURING. ALL FOOTINGS AND SLABS SHALL BEAR ON COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH THE SOILS REPORT. CONCRETE• f'c : 2500 psi FOR FOOTINGS f'c : 3000 psi FOR SLABS ON GRADE f'c : 3000 psi FOR WALLS MAX. SLUMP = 4" PLUS OR MINUS 1" MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318, LATEST EDITION. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REIMMKULIALAIEEL ALL REINFORCEMENT SHALL CONFORM TO ASTM A615- 82(81), EXCEPT AS NOTED FOR WELDED ROAR. SLAB DOWELS SHALL BE GRADE 40 (fy =40,000 psi). OTHER REINFORCING SHALL BE GRADE 80 (fy- 60,000 psi). LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETER IN CONCRETE, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ANSI DETAILING MANUAL. WIRE MESH SHALL CONFORM TO ASTM A -82 OR A-186. COVER TO REXNFORCEMENT TO BE: FOOTINGS 3 INCHES FORMED SURFACES -- WEATHER FACE 1 1/2 INCHES INTERIOR FACE 3/4 INCHES EARTH FACE 2 INCHES WELOOD ROAR TO OE A-706, fy = 60,000 PSI. FRESH E90 LOW HYDROGEN ELECTRODES TO WELD REINFORCING :CONFORM TO PROCEDURES OF AWS D1-4, CURRENT EDITION, EIlElS.tQ EA LD cope- REXIPFQQrjCINQ1 &TEEL. SEE PREHEAT REQUIREMENTS OF TABLE 6.2 OF THIS STANDARD. ALL WELDS TO BE BY W.A.B.O CERTIFIED WELDERS. ETRUCTURAII STEE4,:. TUBE COLUMNS SHALL CONFORM TO ASTM A600, GRADE B (fy = 48,000 psi) . WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY W.A.S.O. CERTIFIED WELDERS. USE FRESH E70 ELECTRODES. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF STRUCTURAL STEEL. MACHINE BOLTS TO BE A -307. FABRICATION AND ERECTION SHALL BE IN ACCORDANOE WITH AISC EFABRICATEON AND .ERECTION BPEEIFIQATION AND CORE OF .STANPABQ, CURRENT EDITION. FRAMI LU.M @ER: 2 X 4 JOISTS D F 02 fb - i4S0 p ui 4 X ROOF PURI . D F DENSE 01.. fb 180v LUMBER NOT NOTED TO BE D.F. 02 OR BETTER. ALL GRADES SHALL CONFORM TO WWPA 41A4. : r , . �, -1979 EDITION. ALL BOLTS HEADS AND NU S BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WA9HERi . ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 19% AT INSTALLATION FOR ALL LUMBER. STEEL HANGER! ; TO BE SIMPSON OR APPROVED EQUAL. FASTEN ALL HANGERS AS SPECIF'IED BY MANUFAOTURER UNLESS SHOWN. QLU. LAMENAT D WQOD..MF.NBERS: QLU- LAMINATED WOOD BEAMS. KILN DRIED, INDUSTRIAL APPEARANCE. STRESS GRADE COMBINATION 24 -F -V4 (fb :2400 pii fv :166 Psi), AT SIMPLES SPAN BEAMS. STRi?8S GRADE COMBINATION 24F -V8. AT CANTLEVERED SEAMS (fb =241300 psi, iv = 166 psi) . GLU-LAMS M042T SE QBTAINED FROM AN AIT9 APPROVED FABRICATOR. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRI00I0E1. RQOF EHEA 'HINq_ 1/2` (FULL 1/2" THICKNESS) PELICAN MILLS ORIENTED 6TRAND BOARD CONFORMING TO ICRO REPORT #4256. GAP SHEATHING ON ALL SIDES AS RECOMMENDED BY MANUFACTURER. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. 1, CURRENT ACOITION. NAILING SHALL se AS INDICATED ON PLAN. CONTRACTOR IS TO CALL THE ENGINEER FOR OBSERVATION OF ROOF AND FLOOR DIAPHRAGMS PRIOR TO COVERING. SITO PRECAST .'ANELS: PANEL LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR AND HE SHALL PROVIDE REINFORCING a?'EEI AS REQUIRED FOR HIS METHOD OF HANDLING AND ERECTION. USE STRONGBACKS AS REQUIRED AT EXCESSIVE PANEL OPENINGS. CONTINUOUS GROUT BETWEEN PANELS AND FOOTINGS TO BE A NON - SHRINKING TYPE. SEE DRAWINGS FOR ADDITIONAL NOTES REGARDING PRECAST PANELS. 1..ASCT IONO1 SonLS ENGINEER TO TAKE COMPACTION TEST WITHIN BUILDING AREA IN ALL FILL AREAS. COMPACTION TO BE AS REQUIRED BY SO /LS REPOT. SOILS ENGINEER TO INSPECT FOUNDATION EXCAVATIONS PRIOR TO POURING FOOTINGS. AN INDEPENDENT TESTING LAB APPROVED SY THE ARCHITECT SHALL INSPECT CONCRETE, REBAR AND WELDING AS FOLLOWS. CONCRETE - INSPECT REBAR PLACEMENT PRIOR TO POURING. TAKE 3 CYLINDERS FOR EACH CONCRETE POUR. CYLINDERS TO BE TESTED AT 7 AND 28 DAYS HOLD 3RD CYLINDER FOR FURTHER TESTING, IF REQUIRED. WELD /NO CHECK QUALIFICATIONS OF WELDERS AT THE START Of WORK AND MAKE VISUAL INSPECTION OF ALL FIELD WELDINt . SPEC 9Lr : QQHQIT; S: DURING CONSTRUCT/ON THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRAtING AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. EONTRACTOR TO COQRDINATE ALL TRADES AND VEER DY bXMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWIN , FIR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FI. I$HES ET CAA lb ONE. ' PEGUNL. 14 PE6' is 1. IMO -te_ 0o t wsw RICHARD HUDSON ASSOCIATES, ENC. CONSULTING ENGINEERS 1605 12TH AVENUE SUITE 18 WASHINcfrON 98122 r - - ..... yw o �i ]„ T . ` V CO a :: ►- :•'. f . ' - • • V' ''" Q.p A"� -11f441, 06 HP-C/1 2x4 CURB TO LEVEL U N I T 1/2x6xI' -0" EMBEDED FL VV/2 -5/8 "0x4" W.H.S. P.C.PANEL RE :PLAN BALANCE RE :SEC . D- 68,N --6 PLYWOOD GLB RE: PLAN I /4 "FL EA SIDE W/2- -3/4 "0 MB T.S. COL RE: PLAN RTU (WT =75C# ) PURLIN 4x6 W /HU46 HNGR EA.END 2x4 STIFFENERS SECTION A--6 SCALE: 3/4" = I' -0" SECT I ON E-6 SCALE: 3/4" = I' -u" [RE: PLAN] 3/I6 3/4" BRG FL 1 / 4 1/ SECTION K6 SCALE: 3/4" = I' -0" PURLIN RE :PLAN W /HB HNGR JOIST RE:PLAN PURLIN RE:PLAN L3x5xI /4 W /2- 3 /4 "0M.B. SIMPSON HUC HNGR GLB RE :PLAN FL 3/4x6x1' -2" PILASTER RE :D -6 <RE PLAN> P.C.PANEL RE:PLAN 4 - #6x2' -6" HORIZ. BARS 2 ROWS IOd CI 4 "oc ST6224 0 8' -0 "oc 2 -IOd 0 4 "oc PURLIN W /HB HNGR 3 /4 "0KWIK BOLT (EMBED 4" MIN.) P.C.PANEL RE :PLAN SECTION 8 -.6 SCALE: 3/4" = I' -0" P . C . P A N E L s. RE:PLAN SECTION F -6 SCALE: 3/4" = 3x8 TOP W/ I /2 "OA.B. 0 48 "oc (EMBED 4" MIN.) TYP. [RE; PLAN] 0 „ SECTION L — SCALE: 3/4" = I' -Q 1/4" FL EA. SIDE W /3 /4 "fM.B. 7/8 "BRG FL L6x4x1 /2x1' -6" W /4 -I /2 "0x4 "W.H.S. 8,4- #6x2' -6" [ RE:PLAN] 4x TOP P W/ 3/4 "0A . B . @I 24 "oc (EMBED 4" MIN.) i(1 -PURLO1 SKEWED W /I-IwU SKEWED HNGR (RE :PLAN FOR SIZE OF PURLIN) [RE:PLAN] 2 ROWS IOd 0 4 "oc LTT2OB STRAP 0 8'- 0I /8 "oc W/ I 0 -16 d COMMON �--4x PURLIN RE :PLAN W /HB HNGR EA. END 4x12 LEDGER W /7 /8 "0A . B . A 24','oc (EMBED 5" MIN.) GLB RE :PLAN lip<RE: PLAN> 3 /4 "0KWIK BOLT (EMBED 4" MIN.) P.C.PANEL RE :PLAN PURLIN f RE:PLAN W /HB HNGR (TYP:) SKEWED PURLIN 0 SIM. SEC. USE HWU SKEWED HNGR DAP TOP I. FLUSH IOd RE :PLAN 1/4" R. EA SIDE R. 1/4" EA. SIDE W /8- 1 "OBOLTS SECTION C -6 SCALE: 3/4" = I' -0" IIIIII i`Ill�f III iIiI�l llllli�liiri rTh [RE :PLAN] 2 ROWS IOd 0 4 "oc LTTI9 STRAP 0 48 "oc w/7-10d 2x4 @ 24 "oc W /F24N HNGRS 4x6 LEDGER W/ 3 /4 "0A.B. 0 48 "oc (EMBED 5" MIN.) (U24 SKWED HNGR 0 D -3A) SECTION G SCALE: 3/4" = 1 1/4 , — 8 1/2" SECTION M -6 SCALE: 3/4" M I,_0" 6 64 [RE :PLAN] ..2x4 0 24 "oc w /F24N HNGR (TYP.) GLB RE:PLAN 3 "x3 /I6 "x2' -I" STRAP (LOOSE) EA SIDE W/4 -3/4 "0 MB (FL :FLOW @ SIM, SEC.) 3/4" BRG FL GLB RE: PLAN ----- 3/16" FLEA SIDE W/ 3/4 "0 MB TYP Ilillllll I�(Ill��l 3/4" BRG FL E -6 GLB RE :PLAN 4' L IIIII II II' �IIIIIIIIIIII L12IIIII III III' 11114 '11'I,I'I'IIc II' ; i 1 PILASTER P.C.PANEL REPLAN CHORD TIE ---� RE :PLAN ELEV. EXTEND 2 - #7 BARS TO PARAPET 4 - #7 VERT. BARS 6 -#3 0 6 "oc THEN #3 TIES 12 "oc OTHER R 3/4" x3x I '--0" DAP INTO BEAM GLB RE :PLAN 172 1/4 V tL 1/4" EA. SIDE W /3 /4 "OBOLT L3x5x1/4 W /2- 3 /4 "0M.B. 0 PURLIN BALANCE PER SECTION E -6 RE:SECTION D -6 " PLAN „ SECTION H -6 SCALE: 3/4" = I' -0" SECT ION N-6 SCALE: 3/4" = I' -0" 3x8 TOP FE W/ I /2 "0A.B. 0 48 "oc (EMBED 4" MIN.) TYP. 1/4" FL EA. SIDE W /3 /4 "0M . B . 3 /4 "x6xO' -8 "FL 2 -3/4 "BRG FL (ONE 0 EA. PILASTER) W /3- #6x2'- 6 "VERT, BARS SECTION D -6 SCALE: 3/4" = I' -0" ----10d 0 6 "oc [RE:PLAN] 2x4 STIFFENER I /2x8x I ' -0" W /2- 3 /4 "OBOLTS GLB RE:PLAN PURLIN RE :PLAN W /SIMPSON HUC HNGR THIS END P.C.PANEL RE :PLAN GLB RE:PLAN 3"3" P.C.PANEL RE:PLAN FACE OF -- P.C.PANEL „ GLB 1 1/2" (TYP.) 10d 0 6 "oc PURLIN RE:PLAN GLB RE:PLAN 1/4 GLB RE:PLAN PURLIN --v-- RE:PLAN PLAN DETAIL d DETAIL L dd SECT I ON J--6 SCALE: 3/4" = l'-0" PP „ if 6 " -7' 4 4d I 1/2" N -6 12" GLB RE :PLAN 4 - # VERT. BARS 0 EA. PILASTER #3 ❑ TIES \--JOIST RE :PLAN I/2 "x6x1' -0" EMBEDED FL W/2 -5/8 "0x4 "W.H.S. [RE:PLAN] 4c P.C.PANEL RE:PLAN CITY OF TUKWIL APPROVED SEP .. 1990 BUILDI G D IV ION TEL (206) 324 -6160 /�� RIO AR D HUDSON & ASSOCIATES, INC CONSULTING ENGINEERS 1605 1 2TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 a. { ■ : , : • o I � `i � j' ; , Q $ • r lb'''',. �. . •�� I . f ,.....t t7 . Tq . �! J f c3 •' •t i.':)CNp'34 c L_ �3sdt� -bus _ 1111 1d3Q exr"d I ob -Ll-b .•�' d��.'d �^.�22I_ ' ' T -?- dlsb 1 ! Ii czu 1 ill 0 -1Z -s GLB o GLB & P.C. PANEL 2 ROWS -IOd @ 4 "oc i G F- 4" GLB „ RE: PLAN ,.i 1/4"R_ EA . SIDE W/6 -1 1 /8 "4M.B. 3/4 "BEARING ft. W/2 - #5x2' -6" VERT.@ 3 "GA. & 2-#5x2'-6" HORIZ.@ 3 "GA. P.C.PANEL *,0 tfriftp 117 i MirrONIfirL- PLAN /4. II II II II II II �t.140 .1 lT 8 ti SECTION A -7 SCALE: 3/4" = PLAN d ir EMBED T. ---- . SECTION D -7 SCALE: 3/4” = 11 JI/4V 7 MAX 1/4" SIDE P. W /6 -I "4 BOLTS 3/4" BRG r EDGE 0 PANEL PANEL BEYOND ,,--6- I /4" STIFFENER R. (3 EA. SIDE) 3 " [, 3" 5/8x7 I /4x 1 ' -2" EMBED P ---- - - - - -_ ,A I■ 1, '/4 1/- 5/I6 c = _ 1/4 TYP. f>' I /2x3x 1 ' -2" 1/4 V f. I /2x9xI' - I" 5" BRG 1/4 D -7 11 11 1 , 3/8 REFER DETAIL SECTION A -7 FOR WELDING OF EMBED. Q_ GLB f1! 5/8x6 I /4x 1 -2 11 PLAN d P.C.PANEL 4 - #6 CONT 4x TOP ft W /3 /4 "4A.B.@ 24 "oc (EMBED 6" MIN.) 2 ROWS - -IOd @ 4 "oc 4 - #6 CONT. 3/8x3x 1 ' -2 "ft. W/4 - #6x3' -0" @ 4 "GA. . PANEL 4-- #6x3'- 1/41\ WT8 x 18 x 2' -0" 5 /8 "x8 I /2"x I '-- " 12 "MIN > 1/4 Pi 11 6 1/4 "PANEL 1/4" STIFFENER Ft L3x3x 1 /4xI ' -0" W/2 -3/4 "0x4" W.H.S. R 1/4" EA. SIDE - W /6 -I I /8 "4BOLTS II I I II r!I II II II II II II TYP. END OF PANEL T I' -6" 5 1/4" „ 3/16 PLAN " 4- #5x2' -6" VERT. L4 x 3 x 1/4 x I' -2" W/4 - #4 x 2' -9" @ 4 "GA. (LAP W/ CHORD STEEL) ELEVATION PER PANEL c= CHORD STEEL SEE PANEL ELEVATION ft 1/4 x 4 x l' -0" (BEND ft. @ C I:EWED CONNECTION) 3/8 SEE PANEL ELEVATION FOR CONNECTION LOCATIONS r T 0 FL & L> #6x2' -9" 1/2" RE ESS L4x3x1 /4xI' -2" W/ I /4" STIFFENER R. BEAM I WOMPAI _-- PLAN SECTION B -7 SCALE: 3/4" = I' -0" O N SECTION E -7 SCALE: 3/4 = l'-0" 1 II 8 2 7/16 / J 6 fl! I /4 "x6x0' -10" W /3 /4 "4BOLT 1/4 SKEWED BEAM T. 1/4 STIFFENER IL @ EA. #6 1/2" JOINT (TYP CAL 3/16 .rTt PILASTER BELOW @ DD rlr,rl rlrirli Ilrlllr rlijrlr rlrlilr rlrlrlr rlrIrlr rlrlilr hIrllli ►Iilrlr rlhIrlr rlilrlr I l l 4I. I ,I No.18 �< i iiiilili i►iil� >iliI iitilii Iilli 4- #7x4' -0" HORIZ. P.C.PANEL 4x8 ft W /3 /4 "4A.B. @ 48 "oc 12' -0J1 3' 2 -I /4 "4xI 1/4" RAWL ANCHOR I I /2 "xI I/2 "X20 GA.— x4" L CLIP @ 24 "oc 3 - #6 EA. FACE ® 10' --0" I' -10" i 0.1 C-2" SCALE: 3/4" = I' -0" SECTION C -7 FUTURE FLOOR --3-#6 SCREWS 3 # SCREWS TYP. 3 I/2 "x20 GA. STUDS @ 24 "oc CITY OF TUKVviiii APPROVED SEP WO B ILD • I V ISION �"' 1 . , .S ; .. ; ' 4...' � i . : 4 SEP 2 1990 MAIHAN & DESALVO, .NC.. TEL. (206) 324 -6160 RICKAR p ��HUD N & OIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 r ________ 7 _ Ii w t t I .,. ! i .00n PN#1•■ A A4 E '61 a 0-- viN 'Ars S^.7:7%.• b `=. L3 x 3 x 1/4 x 0' -6" W/2 - #6 x 3' -0" @ 4 "GA. (LAP W/ CHORD STEEL) PER PANEL ELEVATION CHORD STEEL SEE PANEL ELEVATION It 1/4 x 4 x SEE PANEL ELEVATION FOR CONNECTION LOCATIONS TYPE A CONNECTION I /4x4x0'- 5 " - - --- L3 x 3 x 1/4 x W/3 -3/4 "0x4 "W. H.S. I/4 TYPE F CONNECTION [ . _PER PANEL IL/ ELEVATION R. 1/4 x 4 x l'-0" 1/4 V ELEVAT PLAN ' 1/4 V I/2" JOINT (TYPICAL) L3x,5x I /4x0' -6" W/2- #5x2' -0" @ 4 "GA, L3x3x1 /4x0' -6" W/2- #5x2' -0" @ 4 "GA. ,I L LE VAT ION -1/2" JOINT (TYPICAL) I/4 1/4 ---L3x3x1 /4x1' -2" W/3 -3/4 "0x4 "W. H.S. PLAN TYPE L CONNECTION L2 x 2 x 1/4 x 0 W/2 - #5 x I' -6'' d 6 "GA. (DO NOT BEND BARS) I/2 "0x4" SMOOTH ROD It 4 x 1/4 x 0' -6" 3 „ 3" @ PANEL PILASTER TYPE B CONNECTION TYPE C CONNECTION 'TYPE D &DD CONNECTION TYPE E CONNECTION -1/2" JOINT (TYPICAL) --L2 x 2 x 1/4 x 0' -8" W /2- 5 /8 "Ox 6 "W.H.S. @ 6 "oc 1/2" JOINT (TYPICAL) L2x2xI/ 4x0' -6" W /2 -I /2 "0x4 "W, H. S. TYPE G CONNECTION L2 x 2 x 1/4 x 0'- I/2 "0x4" SMOOTH ROD I/2 "0x4" SMOOTH ROD 3 /4 "CONT, GROUT TYPE H CONNECT TYPICAL STEP FOOTING 3 /4 "CONT, GROUT I - EXTEND PANEL @ S IM, L3 x 3 x I/4 x 0' -6" W /2 - #5 x 2' -0" @ 4 "GA. FL 1/4 x 4 x 0' -6" W /2 -I /2 "0x4 "W. H.S. W/2 -I/2 0x4 "W.H.S. VERT. BAR HORIZ. BAR VERT, BAR HORIZ. BAR ON I/2 "0x4" SMOOTH ROD doh PER PANEL ELEVATION I 1 I'I'I ' I 'I1I'I'.I'I'I'I''t 1 11111 1 1 No. i8 e. - 'X'4_ I £i • ;' i i �i 9 � � �E w� �iilll�l Il�lllrr� Illllr��liill�hllr ��llrl���irlrl�i ;1111711 1161 .... .: I . , .. ; z 6111 r�r�lllllI IIriI��I 1IIII�(I�III�III1II iiIIIrtri L4 x 3 x 1/4 x I' -2" W/3 - #6 x 2' -9" @ 6"GA. (LAP W/ CHORD STEEL) CHORD STEEL - SEE PANEL ELEVATION SEE PANEL ELEVATION FOR CONNECTION LOCATIONS FW . TOFL&L - 3/8 #6x2' -9 "� 1/2" RE ESS L4x3x1 /4x1' -2" W /I /4" STIFFENER FL INT1=,RrOR FACE I NIER I OR FACE 4UTS 112E F, ACE PLAN -- REVEAL LINE REVEAL LINE F. 1/4 x 4 x I '- 0 " - --- --" (BEND R. @ SKEWED CONNECTION) ELEVAT i ON It 1/4 STIFFENER FL @ EA . #6 -1/2" JOINT (TYPA CAL I/ L2x2xI /4x0' - -6" W /2 -I /2 "0x4 "W.H.S. L2x2xI /4x0' -6" / 7 ' - L2x2xI /4x0' -6" W /2 -I /2 "0x4 "'W, H, S. 3/4 "CLEAR I I/2 "CLEAR OITS I DE FAQ TYPICAL DOUBLE MAT REBAR PLACEMENT EQUAL EQUAL F TYPICAL SINGLE MAT REBAR PLACEMENT PILASTER BELOW @ DD NOTES: I) ALL PERIMETER PRECAST PANELS ARE 6 1/4" THICK WITH 3/4" ARCHITECTURAL REVEAL. 2) SHEAR WALL IS 7 1/4" THICK WITH NO REVEAL. SHEAR PANEL L3x3x1 /4x0' -6" W /2- #5x2' - -O "@ 4 "G L2x.2x I /4x0'- 4 " - - -f L2x2x I/4x0'- f� I /4x2x0' -4" PRECAST PANEL REINFS NOTES P.C.PANEL i / ABOVE —FL I/4x4x6x0' -6" W /2-- 5 /8 "Ox6 "W. H. S. @ 4 "GA, FL I /4x4x0' -6" W/2- #5x2' -0" @ 4 "GA. � A� 1/4 V - L3x3xI /4x0' -6" W /2 ---I /2 "0x4 "W. H. S. @ 4 "oc TYPE J CONNECTION TYPE K CONNECTION I) TYPICAL PANEL REINFORCING: # @ 12 "oc VERTICAL; #4 @ 14 "oc HORIZONTAL FOR 6 1/4" AND 7 1/4" PANELS. 2) PROVIDE #5 VERTICAL EACH FACE Al PANEL OPENINGS AS SHOWN ON PANEL ELEVATIONS. 3) PROVIDE HORIZONTAL BARS AT OPENINGS AS SHOWN ON PANEL ELEVATIONS. 4) PROVIDE #4 x 2' -6" DIAGONAL AT CORNERS OF ALL OPENINGS. 5) PROVIDE CHORD STEEL AS SHOWN ON PANEL CITY OF TUKWiLt1 ELEVATION LOCATE CHORD STEEL AT ROOF L E V A P P R O V E D 6) VERIFY PANEL DIMENSIONS W /ARCHITECTURAL SEP 99 DRAWINGS. BUI DI G DI ON TEL. (206) 324 -6160 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 ti g 46 GO *40 lee /VMT. 40 40 vo" on <22' -O "> TYPE A ! 2' -O`" 'r Type is TYPE CONN, RE: P. B PS .5NOw I(Re ; PLANS - ._ 22 -O 1}At21ES T`f PE C. IZ' -O" TYPE C. TYPE C. SLAB DOWELS _1 o -o"= CONN. RE % A-5 PANEL PANE 2 - GkHOP,P $TEE Pie RE% p) -6 TYP 3 -- CN41�D STEM..- N f 22' -O " LVAKIE5] TYPE A Tyre. r) (TYPE TYPO. E c ao CHOOep STeeL ( c - TYPE A - ' 1V- TYPE. pP (TYPE PQ as , T Y P E 1iE•AM 5� C o. F a GogNE S (r F TYPE g 1"YWe e L2a ONLY VERT. 4 F I(o" ° / HO)ZI EA, SIDE OF OPMee 0 TYPE B MAN POOR VERIFY l-. c.ATloM WI ARCH. !K . PP.J.-1 E-L.. PAN EL (eD TYPE ((; PLAN) VERT. 4 4C01(0"% HORI . di- TIES e Iz "%. RE: F-S4 FoL. APPI1ION L TI ES 3 - *Co G I4ORI7 Tyra e a TYP, j .---- e� -'� . TALE. (4To-rA L� / DOWELS PANEL TYPE PP ( G oR t' e cogj.J _) 4- 5 E.F. (8 14/STANWP NOOK co EA. END EA. 13AK 12' -O" - GROUT O NL ( PANEL (;.) E .101..11 1 1111••••■••■■•■•••,■■•■••••• <22' -O" eF.AM SEAT J. RE.: P� -� 2 #SE,F (. TYPE 13 #9-? 12'' % VERY *1 +& I(o" % HORIE, TYPE IS 3- E,F (o TOTAL) 13E11.4'1 S5A- tZE :e cam YYPe 5 4 * ? p.- Fa.a. (a - roi - N > C01h -J. RE A.•S (TYP) Z -'` 5 p F. - ----__ CONN. RE; N-5 TYP X 42 ve.R- Me I07, HOPE, GROUT ONLY PANEL i., .EI i ii I 6 8 ,L 1111111AIIII A '. No.18 - i6EAM St) KE -� 4-"5 E.F ($ roTAL) (14rE G sC 7 TYPE E3 CHORP STEEL- AN <2 2'-O " ' TYPE 13 2 # 5•t: ( P ( PTTai ��� JEL ELiVTION 3 - #6::. GNOKf7 TIT PA EL (4) ziO TYPE. PP C SIM TYPEb EMbeD F SIDE e- -5 _ 4 5 EA. F CIO TOTAL) VERT, 4 e I(o'I ev% HORIL, Cg 12OUT ONLY 4- F. (S TOTAL) TYPE t• 4-s E.F. (e ) TOTAL) TYPE. 6 OF PANEL- CHORD STEEL 4-47 1 ^ 1 /3 TIES 0- I'L'' TYP, RE. F- S 5 D -6 FOR ADDITIONAL. TIES PA\ N f EA.M 5u<f Re: $-(0 ccNN.Ff A-i CITY OF TUKWILA APPROVED BU DING DI ` 1 TEL. (206) 324 -6160 CONN, 12' -O'' TIPS t ( Oc9 ALL PPNE L.S 1- .RE V I EW EC) FROM THE 11\1SI DE OUT — WARD REFER TO SH E,ET 5-8 FOR NOTES RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 p r In* ININIIIIMID . ' *40 lee /VMT. 40 40 vo" on <22' -O "> TYPE A ! 2' -O`" 'r Type is TYPE CONN, RE: P. B PS .5NOw I(Re ; PLANS - ._ 22 -O 1}At21ES T`f PE C. IZ' -O" TYPE C. TYPE C. SLAB DOWELS _1 o -o"= CONN. RE % A-5 PANEL PANE 2 - GkHOP,P $TEE Pie RE% p) -6 TYP 3 -- CN41�D STEM..- N f 22' -O " LVAKIE5] TYPE A Tyre. r) (TYPE TYPO. E c ao CHOOep STeeL ( c - TYPE A - ' 1V- TYPE. pP (TYPE PQ as , T Y P E 1iE•AM 5� C o. F a GogNE S (r F TYPE g 1"YWe e L2a ONLY VERT. 4 F I(o" ° / HO)ZI EA, SIDE OF OPMee 0 TYPE B MAN POOR VERIFY l-. c.ATloM WI ARCH. !K . PP.J.-1 E-L.. PAN EL (eD TYPE ((; PLAN) VERT. 4 4C01(0"% HORI . di- TIES e Iz "%. RE: F-S4 FoL. APPI1ION L TI ES 3 - *Co G I4ORI7 Tyra e a TYP, j .---- e� -'� . TALE. (4To-rA L� / DOWELS PANEL TYPE PP ( G oR t' e cogj.J _) 4- 5 E.F. (8 14/STANWP NOOK co EA. END EA. 13AK 12' -O" - GROUT O NL ( PANEL (;.) E .101..11 1 1111••••■••■■•■•••,■■•■••••• <22' -O" eF.AM SEAT J. RE.: P� -� 2 #SE,F (. TYPE 13 #9-? 12'' % VERY *1 +& I(o" % HORIE, TYPE IS 3- E,F (o TOTAL) 13E11.4'1 S5A- tZE :e cam YYPe 5 4 * ? p.- Fa.a. (a - roi - N > C01h -J. RE A.•S (TYP) Z -'` 5 p F. - ----__ CONN. RE; N-5 TYP X 42 ve.R- Me I07, HOPE, GROUT ONLY PANEL i., .EI i ii I 6 8 ,L 1111111AIIII A '. No.18 - i6EAM St) KE -� 4-"5 E.F ($ roTAL) (14rE G sC 7 TYPE E3 CHORP STEEL- AN <2 2'-O " ' TYPE 13 2 # 5•t: ( P ( PTTai ��� JEL ELiVTION 3 - #6::. GNOKf7 TIT PA EL (4) ziO TYPE. PP C SIM TYPEb EMbeD F SIDE e- -5 _ 4 5 EA. F CIO TOTAL) VERT, 4 e I(o'I ev% HORIL, Cg 12OUT ONLY 4- F. (S TOTAL) TYPE t• 4-s E.F. (e ) TOTAL) TYPE. 6 OF PANEL- CHORD STEEL 4-47 1 ^ 1 /3 TIES 0- I'L'' TYP, RE. F- S 5 D -6 FOR ADDITIONAL. TIES PA\ N f EA.M 5u<f Re: $-(0 ccNN.Ff A-i CITY OF TUKWILA APPROVED BU DING DI ` 1 TEL. (206) 324 -6160 CONN, 12' -O'' TIPS t ( Oc9 ALL PPNE L.S 1- .RE V I EW EC) FROM THE 11\1SI DE OUT — WARD REFER TO SH E,ET 5-8 FOR NOTES RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 p r �p °° , .� . cto is CO CI t •/ �► ` • ' a te 0.1701-9 =1■111•••••01=0 . • 11111111■1111•• IIWV34 .121.11311/IPIRSAMOINIM „ '11:1 I I iii1iIIniliii1l011Ihrl Iid 3 t'• I ■•■• ce" ' :-; 1-- _.-- brer -.. 7 -:- olo-Lt-10 I Illllllil lll05 fr I 7 1:1 I iii1iIIniliii1l011Ihrl Iid 3 t'• I ■•■• ce" ' :-; 1-- _.-- brer -.. 7 -:- RE; b -6 TYP, <Z7 .TYPE C GONn1 Is' -Oi ` 'TYPE G cON ti 5 (10 TOTAL) TYPEC CONN, 6' -o" TYPE C C O N . 2 . *, F. --- (4 TOTAL) RE; A -5 `- (RE PLAA <27' - O''> TYPE n Como\, 131.01i TYPE 3 coNN rYPE 8 CoN4 TYPE 5 CtyN 01 -0 "l - A C R E. FLAN TN i 6-1:74.16. TFP , G € TYPE: F 047 TYPE c e 11 PANEL 111 11111 11 2:=MIMMMIONN r Es! ` FA-4 7/ 4 1 - e I2 "°4. Y EAT, 'mot e. I(.'X Ndg.lE 3 - 4) PE - 4 ro Ia" % VEKT 4 0 10 % HOR (Z_ • - ----- 4 - 5 a , F (6 TOTAL 3 - 4 5 ((, rOTA TYKE 5 CON N 5 -to CHO1ep T EL E L RR E3- o TY I3 CONN. TYPE e (Ca TOTAL -' 2•- *5 E.. F. (4 TOTA! -) bEA. M RE %P -cp TYPE E a I5b (1'1-4IS E.124? - TYPE- e7 6.01-41-1. TH15 ) TYPE C e I�-b TYPE.E.e.itht Re `1 c'NL' "5 EA.. FACE pANPL 1 _J WINPOW e 15 - I Fu1 u �l< WII•tt?' 't/ e Ida... % VE 1 16p Hvgaz. 11 I 1III1 IIIIII I II IIIII 1 11. 2I SLOPE CMORL STEEL - To MATCH 5EAM SEAT, T YP, 12.E' • 5 -4, TYPE e CON NI "TYP6 GoNK, TYPE 13 C oN i4. 4-4 5 E. F (b To T r. K THIS Ea &E e 5 E.F (10 TOTAL. W /STD. HOOK C� E GM) OF EA BM& I 3I PANE L. (12) (12a) F/.\rJEL`S E iEr:F -1 C- RID5 I I 4, To l- \-(E. cascg.c . E .L- cot,r.t ,-110 N E'ER c c1 4 7 1111 1 1111111 111111111111111111111111 1111111 4 .5 GI, No.18 ®....""^. e Ie%. v E.R'f . • 'fe v:t -NME. S_# 5 E. F ac,- T017. �> TYPE 6 cor4t4 5 -4 5 E,F. (io TOTAL TYPE -S CON I4 4 5 EP (e - TOT /L.) TYPE CONA SLAB t7oweL$ 2.4,1 %. — . 2 - G F M T OrA- L _') ¶1415 E P64. L 130.,. Nei F' ,4 NEL P\ LA_ Pt•HEL > \KE VIEWED FROM THE, I H I D ouTv"R.D. RE.MgE. 1) SHUT NOTes kDP1`('1c3 /›.L. PA►.I E! 1I. ORMA\i"lOH (7Wr HIc.k PANEL) 3 4e..I2. 11 ° 1c. veal e ~--- PEEEAi"M SCAT --- 5 -' 5 e. P, (to - T - c 1-) 2.--# 7 TYPE It City OF TUKWILA APPROVED SEPA ►1990 BUILD NG r (VISION : :._"TEL. (206) 32d -61¢0 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 16Q5 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 ICttMtiT1r MAP he Iva, A thto ,/ P BUILDING . 22,E ? r - ..... 1 , WA4 014.4,1 l � y , • -41 , � 4,, La i ' , 1s • c. '4 _1 �r - � OCT, g t5 . .+ }' - X r) • b r �(, 1 p r N7 5 S ITE PLAN SCALE: 1 50' --0°' f , 694A-161 Mho-tale/ Glvit., eI Fat am H r 4 w60-161.1001 41 G 'd.lid i2t 701E•W r r,l /[. 11 )1,1.1 4�N. snh !r H -ford' Pt4-r 7 - 2 Fb ''ill F!'1ri t /7 (1.4 092 l SkPAOATE PERMIT •A�� APPROVAL REQUIRED I understand! that the Plan C. subject to errors and omissions plans does not authorize the viol adopted code or ordinance. Race Dopy of approyed acknOiv TOTAL BUILDING AREA 3eO,84?t1 l• Nierfr . Cdr F40kt-14 [,btu 6 14 ebt ih'( 4.04 tau;, /!09 mr) 41-11ehll; r`ukING M /)NOL .0 •" 1 - No VI' Ight.w m , y12y''jV7�l/ ' ('c' ()-ft,' 17') lefflot - x10 w1 0 Ib \15'( I t7 - 00 (tic s 140 FILE COP PERMIT CENTER s.` • • 13.5.1 B.5.2 B.6.2 D.6.3 511-1 fyp. ihnnpster S -2 5-3 S -4 s -5 S -6 S--7 S-9 S -10 i3ui.ldirx; 35 Floor Building #5 Elevations /Section & t9a1 Sec :t :.ion Building #6 Floor Plan Building 06 Eievat /Section Root Drainage Plans i3lcig. 5 & 6, Wall Section 6 Detai.! Sheet 'typical Dumps er,Pians and Details Building 45 Foundation Plan Building #5 Roof Framing Nan Building #6 Pouridation Plan Building #iS Roof [Tanning Plan Sect ;ons aa General Notes Flaming Sections Framing Sections Panel Elevations and Connections. Panel Elevations Panel Elevations Master Site a -„ ; l of 4 ;31dg. 5 & 5 Grading and Storm Drainage Plan 2 of 4 13lcly. 5 & 6 Details, Section & C•onstrurt.ion Notes. 3 of 4 Grading & 'imiporPrl r:•v:;.icin /Sedi, Conro> Plan. 4 of 4 Grading & '14�nporary tiresicin /Sediments+ 4 �r. .. —, C ,Y, -ions, 0.au�o KY of PRVINAICY H I GIN WATer IN EVl 7Eu4EG 3Y GINB OF VE/. ETATION ,7 I .. k _ 9 1101 CzI �ri- . • 1 1 1 I 1 1 1 1 1 I I II I' 1 1 1 ' I r 1 1 2 1 1 1 .1 1 1 1 1 1 ' I ' I' ` ' 'I ! l 'I J ' ., :. No 18 : y . } :� T• .ET T O TT T f 6 ., 8 : ; 9 9 . s' • 1 lill l llll IiiiJI1H 11(il11i1 Fi1ilufl�lfllllf1l1illiit11111 1af1I�llil 1 1irl � 1I� i�iir 1111111111n 11111N 1111�fd� . avl I. w allf-PlNC4 0 e V1,1 Wit I .g h� • b7r qc YI'` ottu& 0.2 reo Iwo) 101;1 I Illi lili I kill ili I 6 I i Miliill I iii it'll IiiiA i I iiii 1 riiil iiii '4, il .•••••11.1.■ • ' I littl l ir i ll ) 1 tl iiiiiii r F • • t 114324 . • "...; • ' ' Wit1.41/Shf SANITARY SEWERHPLAN • . - ffigsritimmilmmAllsollullonsiuminimmparar 33134 5. pal mum nu.norld Slope for side's side scwers shall white, marked • , . • ., Side sewers shall be tasted fo: itecepatme: a;2the z. izas ;Ins maniwies or .• nu* , construction is finished, tested, cleaned and removed prior to opening the seal.'' el; ruction shall be in accordance with y Corn - tor shall provide certificate of Insu amou 51,13r,000 combined single lImh bed tg Alt c pipe and fittings shall meet stivegth 'fications'D-3-34.73 and may be PVC 7 46, °viable defection at each joint shall not missible deflection. 4' rs shall be 2%. , • 11.4- Contracp5r tb.all verify locatioat and di4enslons of • to constiuctislat whether shown on tboteliians Or not. 'of these strtithrbs and utilities was determined by:torch! . New connections to eatlin 41101 td011 be sealed off until sepitiditin - ccinst - tesic41, cleaned and rieceptcO Consttnalon debria,and water shall be opening the seal. ' ting odstence ble; at the the so Actual food* may be somewhat thifeteat. Eitiglooei sloes have bee/, shown: It sboll be the connector's responsibility to involved prior toCzastruction rictividee. , • 12. Contractor shall adjust all sithnkele rims to Nish wknal finished grades. 13. Number and location of side seners Apes% are approximate only and may be as 4 fe C te ti nti t661 113 - eti dU . ri , e g 6:1112tructil9in • a3gi ; gin, 11C44.*enginter when eleinhlixatifts a 14. Contractor shall Maintain Rlaimern 6f fat separation between all water and sewer 'lila. Any conflkts shall be reported to VAL W.1110e0a district and the oecklipor prior to construction. , . . , . . • . , 15. It shall be thtf tractor% responsibility to essure,tbat no conflicts mkt between sanitary sewer lined and proposed or existing storm lines prior to constrection., ' . . , ; 2.• 4 . . . ,16. The cieanouts to be instalkst as shown on ends side Iltssa atothe buSasis oodnection. . „ . i . . h4v • , , ; 47. . 't shall be the contractor's responsibility to Witty the telephone company, the gas company, the' ., . . power company, and the cable t.v. company prior SO construction SO that thee other tonfries can prepare e the necessary plans fu the extensidn of their teepectlue militia.. It shall be the • cant:actor's insponsit•iiity to coOrdinate there activities daring tosstructiort. 18. All manhole: 16 hove - minimum of 2 holt of . rubble and 6" of pea' gravel alder lb. base. 19. All mob Ines to have mlnIMutn of 2 foal of fotettlatkot rubble and 6•J pea gravel 'finder d lees. cod to have en ddsenirifeli tomell compaction of al oftloo, orthe mit x, SAN.• SEWER MH #6 1 (IN) ` (TO HAVE FLAT TOP) 0.1 1111 . = . '` E. = 11.30 (OUT) , 6 ) ) _ \O \ l t ; ) tS LOCKING CLEANOUT /2SS BOLTS BE PROVIDED FOR CLE,ANOUTS IN RIGHT-OF-WAY & DRIVEWAYS. CLEANOUTS ON PRIVATE PROPERTY BE 6' BELOW SURFACE W/5# F SOUS SCRAP ATTACHED. • '• ■•• • • •••• or. r • • • :•4 4?- 2*-0': lARE CONC. PAD ' ° BEND 62 LF 6" PVC SIDE • WER @ 0.02 FT/FT CA 8 K FOR DEPTH & LOCATION SAN. SEWER MN #5 RIM al 17.23 I.E. al 9.90 (IN) I.E. 9.80 (OUT) SAN. SEWER MH #4 RIM w 18.35 I.E. • 7,95 (IN) I.E. w 7,85 (OUT) • All that certain mid properttsittmle in lite County of King, Stalc of ‘Vashington, being a portion of ..Government Lot ,6 and a portion of the Southwest quarter of the Northwest quarter of Section 10, , Township 23 North, Range 4 East, W.M., and a portion of Government Lot 3 and a portion of the Southeast quarter of the Northeast quarter of Section 9, Township 23 North, Range,4 East, W.M., and being more particularly described as follows: . ° at a point I(X) feet distant westerly, when measured at right .angles from the East Marginal Way Center Line Survey of Primary Slate No.1, Foster Interchange to South 118th Street ;:t Highway Engineer's Station EMW 26+00; • THENCE from said POINT OF BEGINNING att1ng the westerly line of lands conde mned by the State of Washington in Superior Court Cause.No.:646697 South 07° 12' 12" East, 593.29 feet to a point on the right line of the lands conveyed to the State of Washington by deed recorded in Volume 3860 at Pae 462 (A .E #4978335) King County Records; THENCE along said right-of-way linC. North 88 15' 15" West, 630.35 feet; THENCE North 79° 45' 52" West, 359.22 feet; * - THENCE front tangent that bears North 82° 32' 30" West along the arc of a curve to the right having a radius of 748.60 feet and a central angle of 34° j30'.0()", and arc length of 450.76 feet; THENCEtangent to the preceding curve North 48° 02' 30" We1;1, 373.84 feet; THENCE North 11° 18' 30" East, 303.74 feet more or less lo the emlinary high water line. or the IDuwamish River as evidenced by tlie line of vegetation; .„ • THENCE easterly along said ordinary high writer line, to its intersection with the westerly line �f the . lands conveyed to the State of Washington for Secondary State Highway No. 5-M by deed recorded in Volume 4707 at Page 435 (A.F. #5937874) King c;."ounty records; :•'.. THENCE along last said westerly line and the weterfy line of lands condemned by the Slate of Washington in SuperiOr, Court Cause No. 646697, South 11 24' 56" ,East, 368.92 feet more or less to the POINT OF BEGINNING. 60 LF 6" PVC S EWER 2.0% (MIN.) CAP FO TH & LOCATION 6" PVC @ 2.0% MIN. SURVEY DATA BOUNDARY FROM A.L.T.A. SURVEY MAP BY WILSEY & HAM DATED 7128/87. VERTICAL DATUM' U.S.C. & G.S. MSL BM # URS 392 EL. w 11.58 , TOPOGRAPHY FROM BARGHAUSEN CONSULTING ENGINEERS, ;NC. ON 8/3/88 & 1017/88 THROUGH 10/14/88 ANQ 111718$. • r - s t a r • . s ••0% • BUILDING #6 F.F. re 21.50 SAN. S • RIM w 18.62 1 1.E. = 4.22 (IN) • 7*. iiEw., is 4.12 (OUT) EXISTING_ 45 LF .6" PVC SIDE SEWER tl 2.0% (MIN) CAP & STAKE FOR & LOCATION 6" PVC @ 11.4% 60 PV El . 2.0% . OR DEPTH & 294, Cp.. DE WER C P ST •CA, 10 60 FOR DEPTH & L 44 LF 8" PVC @ 0.006 FT/F FOR U T SAN. SEWER MH #1 RIM = 21.23 I.E. a a. (IN) I.E. • 2,26 (OUT) pEE SANITARY SEWER LIFT 4rATI ONTRACTOR TO ADdUST ON DETAIL SHEET 2. IM EL. TO MATCH PRO. ( res!o2..rt,DEv 8. s. , 1 1 .0 0 0 0 .00.0.0. L'W k•A'i` t•s", '■ • X.,..tWq• i? S't4 4/",." 1 1111111111111 r I I 1 '.1 3 2I I I 41 5 I '6 a 1. ! No 11 • PROPOSED (FUTURE) SANITARY SEWER LINE CAPPED SIDE SEWER LINE SANITARY SEWER LINE W/ • MANHOLE 6......www.00.000.009000=c, ====u0. fs...====mw PROPOSED SANITARY SEWER LINE r •ei !: >JS :N( <4 ;•.„ii FTs C) • Ar If S:)i),R`r kt 1 • (.0 044 s4, 1111134 15 PROPOSED === CONTOUR ==,== EXISTING STORM DRAIN PROPOSED STORM DRAIN NEW GRAVEL SURFACE NEW CONCRETE SIDEWALK EXISTING CONTOUR SURFACE FLOW PROPOSED SPOT ELEVATION PROPOSED- PERFORATED STORM DRAIN W/ DIRECTIONAL FLOW ARROW VICINITY MAP RAi;:h< rr P.. -11:&5 3 ,/ 9 •E", . r NOTE: SEE SHEETS 4 6 F()R PUVIAM1$1. • •• RIVER' CROSS' SECTIONS 7 fXsitt.:""rf • :>t) PROVIDE. pipE (-• 7 W Ai Ei2 C.0 •1 .E 6, '' 9 • BUILDING 2 F.F. - 20.50. C' .:i 7 , F4,Xf'..7.• e;Y..:iis W5 cl.., ,.c' r"p.t:'' 'i t:F._. - 1: ; i'.. '‘' A ',;„ 3 -' ' . :, DF: 7-! . 1 T' ..A4,...:'':!„ .. ,.''ti t :',1 ....,„. •‘, `...,. • A•••••; "..,. , . l'• ...... s....„ ..,,,,, N • ..• '!•••,.. d ' . ' f)„,j1 6 ''' )....'', k C ., p ., '', ' ‘... **"......., ,.. ....40. I 1 4 '''',..... : .."•.„. 4 All iek. , . . -......, t .s... . - 111.1:---.-. . ...,. --,.....,-..... .....-..,:.. • . • • • 0 , • •F■•• UP. (), 'f.4; f 7 Fi I lt) :41.35 - • LE. !•f;',.4(1 • E ..i.2.351 4 2.0f4C.' . • . BUILDING 20.50, 13,INING 01"4-14:2R8) r1A4j.,; W 7 PA:Th: 14 • ■ . , *.t6 ''' l './7 44: E l l ;GH PV T . E i (1 2. 1 0 11 :- 0 / ---- , N 7„, • ■ .. , .• Cie ,s, I , . • ,t,i 1, p 1 1 ' : , , . f :1 ; i i.r t . ; . : . , 4.4,t.; : ,, di . .C.I.Q.., ADJ Tf) 1 ,5.5p H t rt \V O • ." ' 47;)9rif CITIt Or ILI - „AK / 0.4 .,..: ;p All that certain real property situate in the Cm:my 4>f King. Stale of Washington, being r portion of Government Lot 6 and a portion of the Southwest quarter of the Nonhwest quarter of SC1.3.0it 10, • - Township 23 North, Range 4 East, W.M., and a portion of GoVemment Lot 3 and a portion of the .. .Southeast quarter og the Northeast quarter of Section 9, Township 23 Noith Range.4tast, W.M.,ar.d being more paitietdady described as folkres: • ' - BEGINNING at a point 100 fees,di westerly, whcn measured at right angles from the East • • Marginal Way Center Line Sum", of Primary State - Highway No.1, Foster interchangl, to South 118th Street at Highway &glovers Station EMW 26+00; , THENCE from said POiNT OP along the westerly line of lands cridertmerbythe Stan., of Washington in Superior Court Cause/No. ii46697 South 07' 12' 12 East, 59129.feet to a point on the . right-ofway line of the -lends conveyed to the State of Wathingtost-by .deed ,..rerorderf in Voluitte_ 3860 at Pae 462 (A.F. 4 King County Records; „ ' THENCE along said right.of-way line North 88" 15' IS Wcst, 6.10.35 feet: ' - • THENCE North 79' 45• 52' West, 359.22 feet; THENCE from tangent that. bears North gr 30' West along the arc of a curve to the right having a radius of 748.60 feet and a central angle of 34 30' (X1', and arc length of 450.76 frzi; " • THENCE tangent to the preceding carve North 48' ()2' 30' West, 373.84 fmt; " THENC.E North 11'18' 30' East, 303.74 feet more or itza to the ordinary high water line of the , Dinvemish River as evidenced by the line of tegetation; THENCE easterly along said ordinary high water line to its intersection with the westerly' line of the lands conveyed to the State of Washington for Sew:Wary State Highway No. 5-M by deedrecorded lit . ..Volume 4707 at Page 435 (ALE 05937874) King County reconls; THENCE along last said westerly line and the westerly line of lands condemned br the State of Washington in Superior Court °MSC No. 646697, South 11' 24' 56' East, 36&92 feet more or less to the POINT OF BEGINNING-. .29 ;4 f S;) . IL NOTE,SEE SHEETS L-4 & L-5 FOR DUWAMISH RIVER LANDSCAPE STAI3ILIZATION & REVEGETAMN PLANS. 45 OPi X cl Z..1:1Aff., • ' • f • E• ; •••• • ` ' A 1. TYPE I RIM 20.01 I.E. II I 4.491 .',2° SD (.:AP 'FO CONNE:7'. ION 4kio ; a:owPoltsi I. 7 13,4o 32 L.F i?* SO 1 :3.0% • 12' - SD CAP F FUTUR C(AkINECTION SUR EY DATA , BOUNDARY FROM SUR VEY ram? BY WLSEY HAM DATED 7/28/8t VERTICAL DATUM' U.S.C.. & G.S. MSL. BM * URS 392-G-II. EL. • 11.58 TOPOGRAPHY FROM BARGHAUSEN CONSULTING ENGINEERS, INC. ON ' • 9/31138 a 1017/EIG THROUGH 10114188 AND 11/7/96. • . • 9.15 - i. rTPF. Ca #I TyeLL RIM = la.so I.E. se 14.60 CONNECT TO EX. STUB FROM EX. CB #4 _"(Pr. J CURB WITH CURB ETAL _ '.1213. 1341 6'..EXTIVQED 'CONC, CURB CUT PER DETAIL (TYR.) 7 BREAKS PER D 'TORLUZ4E3LIFIK ROCKERY O s c ( 4kiogl EllY REC N , Hi' ORA 7 "7. ;.; f it 0,6i% I . ; V •.• • 1, • • . 4, k 7 CB #3 TYPE I / RIM = 18.80 • I.E. 14.95 ; f-.. ri r 6 .4'P II et 17.50 -•'• 1+ 1'4 ....I. `•• • '‘• t• ■ • •■• 7 , HAL,' • y AL I , P P,AP RIM 1 I.E. = 9 ANUS 16.50 "12 ' 16.5 i Ti 7 14 I. 0 4.0% 20.60 20.60 20.60 • , • ** t • , , :i N. c• ';VA. • vF.erv:-?` c CB #5 TYPE I RIM = 18.80 I.E. = 14.40 .501 9 RIM TO 16.30 10 17' 25' 17• 20.60 18.20 20.60 8,20 18.20 • 1 . Y.t • 4. J: • r' Af• 12.7', • t f`' 'K;••:"" • ;„.!,.yr: . I I 1 ' 21 I ' I I 41 I . 51 I .' a I .. %-F No.18 4....tre ' • -• • ' . . . ._.. ..... i ii i gtil l iii cri ofi It r at , � 4� !: >JS :N( <4 ;•.„ii FTs C) • Ar If S:)i),R`r kt 1 • (.0 044 s4, 1111134 15 PROPOSED === CONTOUR ==,== EXISTING STORM DRAIN PROPOSED STORM DRAIN NEW GRAVEL SURFACE NEW CONCRETE SIDEWALK EXISTING CONTOUR SURFACE FLOW PROPOSED SPOT ELEVATION PROPOSED- PERFORATED STORM DRAIN W/ DIRECTIONAL FLOW ARROW VICINITY MAP RAi;:h< rr P.. -11:&5 3 ,/ 9 •E", . r NOTE: SEE SHEETS 4 6 F()R PUVIAM1$1. • •• RIVER' CROSS' SECTIONS 7 fXsitt.:""rf • :>t) PROVIDE. pipE (-• 7 W Ai Ei2 C.0 •1 .E 6, '' 9 • BUILDING 2 F.F. - 20.50. C' .:i 7 , F4,Xf'..7.• e;Y..:iis W5 cl.., ,.c' r"p.t:'' 'i t:F._. - 1: ; i'.. '‘' A ',;„ 3 -' ' . :, DF: 7-! . 1 T' ..A4,...:'':!„ .. ,.''ti t :',1 ....,„. •‘, `...,. • A•••••; "..,. , . l'• ...... s....„ ..,,,,, N • ..• '!•••,.. d ' . ' f)„,j1 6 ''' )....'', k C ., p ., '', ' ‘... **"......., ,.. ....40. I 1 4 '''',..... : .."•.„. 4 All iek. , . . -......, t .s... . - 111.1:---.-. . ...,. --,.....,-..... .....-..,:.. • . • • • 0 , • •F■•• UP. (), 'f.4; f 7 Fi I lt) :41.35 - • LE. !•f;',.4(1 • E ..i.2.351 4 2.0f4C.' . • . BUILDING 20.50, 13,INING 01"4-14:2R8) r1A4j.,; W 7 PA:Th: 14 • ■ . , *.t6 ''' l './7 44: E l l ;GH PV T . E i (1 2. 1 0 11 :- 0 / ---- , N 7„, • ■ .. , .• Cie ,s, I , . • ,t,i 1, p 1 1 ' : , , . f :1 ; i i.r t . ; . : . , 4.4,t.; : ,, di . .C.I.Q.., ADJ Tf) 1 ,5.5p H t rt \V O • ." ' 47;)9rif CITIt Or ILI - „AK / 0.4 .,..: ;p All that certain real property situate in the Cm:my 4>f King. Stale of Washington, being r portion of Government Lot 6 and a portion of the Southwest quarter of the Nonhwest quarter of SC1.3.0it 10, • - Township 23 North, Range 4 East, W.M., and a portion of GoVemment Lot 3 and a portion of the .. .Southeast quarter og the Northeast quarter of Section 9, Township 23 Noith Range.4tast, W.M.,ar.d being more paitietdady described as folkres: • ' - BEGINNING at a point 100 fees,di westerly, whcn measured at right angles from the East • • Marginal Way Center Line Sum", of Primary State - Highway No.1, Foster interchangl, to South 118th Street at Highway &glovers Station EMW 26+00; , THENCE from said POiNT OP along the westerly line of lands cridertmerbythe Stan., of Washington in Superior Court Cause/No. ii46697 South 07' 12' 12 East, 59129.feet to a point on the . right-ofway line of the -lends conveyed to the State of Wathingtost-by .deed ,..rerorderf in Voluitte_ 3860 at Pae 462 (A.F. 4 King County Records; „ ' THENCE along said right.of-way line North 88" 15' IS Wcst, 6.10.35 feet: ' - • THENCE North 79' 45• 52' West, 359.22 feet; THENCE from tangent that. bears North gr 30' West along the arc of a curve to the right having a radius of 748.60 feet and a central angle of 34 30' (X1', and arc length of 450.76 frzi; " • THENCE tangent to the preceding carve North 48' ()2' 30' West, 373.84 fmt; " THENC.E North 11'18' 30' East, 303.74 feet more or itza to the ordinary high water line of the , Dinvemish River as evidenced by the line of tegetation; THENCE easterly along said ordinary high water line to its intersection with the westerly' line of the lands conveyed to the State of Washington for Sew:Wary State Highway No. 5-M by deedrecorded lit . ..Volume 4707 at Page 435 (ALE 05937874) King County reconls; THENCE along last said westerly line and the westerly line of lands condemned br the State of Washington in Superior Court °MSC No. 646697, South 11' 24' 56' East, 36&92 feet more or less to the POINT OF BEGINNING-. .29 ;4 f S;) . IL NOTE,SEE SHEETS L-4 & L-5 FOR DUWAMISH RIVER LANDSCAPE STAI3ILIZATION & REVEGETAMN PLANS. 45 OPi X cl Z..1:1Aff., • ' • f • E• ; •••• • ` ' A 1. TYPE I RIM 20.01 I.E. II I 4.491 .',2° SD (.:AP 'FO CONNE:7'. ION 4kio ; a:owPoltsi I. 7 13,4o 32 L.F i?* SO 1 :3.0% • 12' - SD CAP F FUTUR C(AkINECTION SUR EY DATA , BOUNDARY FROM SUR VEY ram? BY WLSEY HAM DATED 7/28/8t VERTICAL DATUM' U.S.C.. & G.S. MSL. BM * URS 392-G-II. EL. • 11.58 TOPOGRAPHY FROM BARGHAUSEN CONSULTING ENGINEERS, INC. ON ' • 9/31138 a 1017/EIG THROUGH 10114188 AND 11/7/96. • . • 9.15 - i. rTPF. Ca #I TyeLL RIM = la.so I.E. se 14.60 CONNECT TO EX. STUB FROM EX. CB #4 _"(Pr. J CURB WITH CURB ETAL _ '.1213. 1341 6'..EXTIVQED 'CONC, CURB CUT PER DETAIL (TYR.) 7 BREAKS PER D 'TORLUZ4E3LIFIK ROCKERY O s c ( 4kiogl EllY REC N , Hi' ORA 7 "7. ;.; f it 0,6i% I . ; V •.• • 1, • • . 4, k 7 CB #3 TYPE I / RIM = 18.80 • I.E. 14.95 ; f-.. ri r 6 .4'P II et 17.50 -•'• 1+ 1'4 ....I. `•• • '‘• t• ■ • •■• 7 , HAL,' • y AL I , P P,AP RIM 1 I.E. = 9 ANUS 16.50 "12 ' 16.5 i Ti 7 14 I. 0 4.0% 20.60 20.60 20.60 • , • ** t • , , :i N. c• ';VA. • vF.erv:-?` c CB #5 TYPE I RIM = 18.80 I.E. = 14.40 .501 9 RIM TO 16.30 10 17' 25' 17• 20.60 18.20 20.60 8,20 18.20 • 1 . Y.t • 4. J: • r' Af• 12.7', • t f`' 'K;••:"" • ;„.!,.yr: . I I 1 ' 21 I ' I I 41 I . 51 I .' a I .. %-F No.18 4....tre ' • -• • ' . . fttfiIYh iii l il ii tiiiln� i�l�i mil ! �i � irt1 fi1ailliiiilhl tiiliiiiiii liaiii»i 118316 • CI'TY'OF TUKWiIt APPROVED SEP 261990 AS NOTED BI 176l;d DIV'15ION r :: itgauswnaz N 1. 2. 7. • ;. • ALL CONSTRUCTION SHALL BE , IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL `PUBLIC' WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS AS OCIATIQN, 1981 EDITION (APWA) AND CITY OF TUKWILA STANDARDS AND SPECIFICATIONS. I THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE SITE. • IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO PROTECT IN -PLACE ALL UTILITIES OM /OR STRUCTURES, WHETHER SHOWN OR. NOT SHOWN ON THIS PLAN. DAMAGE DUE TO CONTRACTOR' 5 OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR' S EXPENSE PROVIDL AND MAINTAIN TEMPORARY FILTER FABRIC SILT FENCE TO INSURE SEDIMENT- LADE,? WATER DOES NOT LAVE THE PROJECT SITE. THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED, AS CONSTRUCT /ON PRO(RESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL; ON THE PROPOSED "PROJECT. THEREFORE, DURING THE COURSE.: OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER: TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS ';;MAY NE NEEDED TO PROTECT ADJACENT PROPERTIES. 5 ALL TYPE 1 CATCH BASINS, SHALL BE PER APWA STANDARD PLAN: NO. 52 WITH APWA TYPE 60A CUTLET TRAP AO APWA STANDARD PLAN NO. 49 FRAME AND GRATE. O PAVING AND BUILDING CONSTRUCTION ST BE CONSTRUCTED O AND IN OPERATION PRIOR ALL REQUIRED STORMWATER RETENTION/DETENTION FACILITIES UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. PLACED THE BACKFILL SALL BE WITH A LOO E AVERAGE DEPTH N OF SIK CH S (6) , MAXIMUM DE P LAYERS, • PTH E IGHT INCHES CH � (8•r,. THOROUGHLY TAMPING EACH VEER. THESE COMPACTED •LAYEIS.S MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS EXCAVATED` FROM THE TRENCH, EXCEPT THAT ORGANIC MATERIAL, FROZEN 'LUMPS, OR ROCKS OR PAVEMENT CHUNKS MORE THAN'SIX - INCHES (6") INMAXIHUM DIMENSIONS, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE 'USED. • ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C- 14 - 2 OR ASTM C -76 -11 OR 16 GA. GALVANIZED STEEL OR, 16 GA. ALUMINUM HELICAL CORRUGATED METAL PIPE. STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT, CONNECTING BANDS CONFORMING TO THE REQUIREMENTS OF : APWA SPECIFICATIONS SECTION 60- 302G2. . LQ STEEL PIPE SHALL`RECEIVE TREATMENT I ASPHALT COATING INSIDE AND OUTSIDE, OR BETTER. ▪ BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL BE CLASS ^'B" PER APWA STANDARD PLAN NO., 62 (PEA GRAVEL FROM FOUR INCHES ' (4 ") BELOW, PIPE TO SP'RINGLINE). BEDDING FOR FLEXIBLE PIPE ( CORRUGATED METAL OR' PLASTIC) SHl�LL BE CLAWS "re PER APWA STANDARD PLAN Nits. 62 (PEA GRAVEL FROM FOUR INCHES (4") BELOW. PIPE TO SIX INCHES (6') ABOVE PIPE) TRENCH WIDTH SHALL BE 40 INCHES MAXIMUM OR .1 1/2 TIMES PIPE DIAMTER PLUS 18 INCHES , WHICHEVER . IS GREATE. BACKFILL'SHALL DE 'PLACED IN SIX INCH (6 ") LAYERS COMPACTED TO 951 MAXIMUM DENSITY. 10. minim CURS':SHALL BE BONDEI�,TO THE ASPHALT SURFACE WITH AS EPDXY BONDED AGENT. SUITABLE FOR THAT PURPOSE. PLACE 18 INCH, f4 REBAR AT 8' -0" O.C. 11., IN ALL AREAS, OTHER THAN ROADS, WHERE CONSTRUCTION REQUIRES THE REMOVAL OF SOD, ETC. , THOSE AREAS SHALL BE HYDRO-SEEDED ' WITH RYE ' GRASS FOR THE PREVENTION OF ON -SITE EROSION.' • . I ALL RIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO VTASHINQTON STATE SPEC. .7-02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT. AND. COMPACTION OF REQUIRED BEDDING MATERIAL " TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH .OF' THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DUINSE UNYIELDING BASE. THE NATIVE' MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL'EACKFILL FOR THE PIPE BEDDING" THE FIRST LIFT OF BEDDING MAY BE DMITTED:PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS IDOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE, STRUCTURE S SHALL NOT BE PERMITTED WITHIN 10.00 FEET OF THE SPRING. LINE OF • . ANY STORM DRAINAGE • PIPE(8)', OR15.00 FEET. FROM THE TOP OF THE CHANNEL BANK. - THICSTORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED 'PLANS' WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVEVPLANS'WILL•REQUIRE WRITTEN APPROVAL FROM THE' PROPER AGENCY, CURRENTLY THE CITY^OF TUKWILA DEPARTMENT OF PUBLIC WORKS. A. COPY'OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. . ALL DRAINAGE STRUCTURES NOT ON PUBLIC RLGHTS -OF -WAY SHALL HAVE ROUND, • SOLID - LOCKING LIDS, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. ALL ROOF DRAINS: -AND FOOTING DRAINS SHALL BE TIGHTLINED TO THE STORif\ DRAINAGE SYSTEM.; ALL SPOT ELEVATIONS SHOWN ON ARE TO TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. ' ; • THE FACES OF CUT AND FILL ' SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST "EROSION. THIS CONTROL MAY CONSIST OF EFFECTIVE PLANTING. THE PROTECTION FOR THE Sl QPES SHALL BE. INSTALLED AS SOON AS ` PRACTICABLE AND PRIOR TO CALLING FOR FINAL APPROVAL. • WHERE CUT SLOPES ARE NOT SUBJECT TO EROSION DUE TO THE. EROSION-RESISTANT CHARACTER OF THE MATERIALS, SUCH PROTECTION MAY BE 'OMITTED. . SEE ARCHITECTURAL SITE PLAN FOR DETAILED INFORMATION AND DIMENSIONS RELATED TO CURS RETURNS, PLANTER.' DIMENSIONS, SETBACKS, PAVEMENT EDGE LOCATIONS, ETC. . .. ALL. EXISTING UTILITIES' SHOWN 'ON THESE PLANS WERE OBTAINED FROM A -FIELD • SURVEY AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL' : I'ILIT'IES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT. ENGINEER DOSS NOT WARRANT THAT ALL UTILITIES HAVE BEEN SHOWN. 22.TSHALL BE THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE : TELEPHONE COMPANY, THE GAS CQHPANY, THE POWER COMPANY. AND THE CABLE 11V COMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE ACTIVITIES. THIS CONSTRUCTION SET OF DRAWINGS FOR THIS PROJECT INCLUDE' A TOTAL OF SHEETS. GENERAL NOTES AND DETAILS PROVIDED THROUGHOUT THE DRAWINGS SHALL APPLY TO ALL • SHEETS AS APPLICABLE. SPECIFICATIONS OR DETAILS PROVIDED ON ONE SHEET MAY APPLY TO OTHER SHEETS. DOWELS PER, SECTION ASPHALT PAVEMENT EXISTING DRAINAG- DITCH Q /• ....:..... 1.0' CON 10' CURB BREAK DETAIL9f ALT. 1) N.T.S. CURB BREAK DETAIL (ALT. 2) N.T.S. 2" 4' QUARRY SPALLS Q MIN. 6" DEPTH PROPOSED GRADE PROPERTY LINE — EXTRUDED CONC. CURB W /BREAK (SEE DETAILS THIS SHT.) • NEW AC PAVEMENT 6.8_. EXISTING GRADE 15' LANDSCAPE SECTION VIEW 2MAX. --r SECTION C - C SCALE: 1" - 5' HORIZ. 1" e. 5' VERT. F I(II'I' 'Irlll ll'l'I' 25 S" Ms. COI+IP. DEPTH CLASS 'B' ASPHALT CONC. PAVEMENT 6 COIN'. DEPTH 'ie AIMS CRUSHED ROCK GRAVEL. BASE MAY 8E REOUK ?ED BY SOILS ENGINEER DEPENDING OH SOILS CONDITIONS TYPICAL...PAVINC SECTION EXTR NTS i I I I I I I I I1 III1 11I1 11111 1 1 � 1 1 1 I I I I r1 1'l 1 1 1 + � 3 I 4 I 5 - . s No.18 , 'PILL 6I 1Ra -.' a iA wn ETAIL '1 110/6611 11M0* to ..x A• MIN. I OR SWAIN ROCK WALL DETAIL KY AO WINK WY RR e16031e11 ewe CONIII91471011 you. worms. - use c:assc e111111•mc wa* Kt. agip,et(1* Wow 11" O rtwD AW.D WWI PM ++ *MOM wrist tb et caieu mb Wit K AY Lair as emmakt h MNO 71.1A61 T* 11.11116144 alurrtt MCet■1LL ROO 0wA1y1 OR sevu $LC. a -o).1t I4) Mitt Ooe1c 8N IMrd 1,0411 ( IOU oQ cOODI r,_t* * RECEIVED etTY OF i OKW'I.A PERMIT CENTER B ND (MJxFL) I .-'8" HIM' BEND (FLkMJ) CONC. BLOCKING VICINITY MAP , • I a. TE (FLxMJ) I - 8" GATE VALVE (F,L) •1 - 8" 45 BEND (FLxMJ) CONC. BLOCKING • BUILDING #3 if4STALLI I-8"x6' TEE (IAJxFU I-6" GATE VALVE (FLxMJ) . 17 LF 6' DI EXTENTION I-FIRE HYDRANT ASSY. PER DET. CONC. BLOCKING INSTALL* 1-8" TEE (MJxFL) 1-8" GATE VALVE, FLxMJ) CONC. BLOCKING cz„ I • I - • ' (MJ),IFL I-8" GATE, VA (Fl..) NC. BLOCKING 1=10"x6 TE *_ -6' GATE VALV g (FLxMJ) LF 6, DI E ENSION E HYD. AS Y. PER DET. (9, BLOCKItt G T:O' TEE (FLx FL) ici• ) tr. REDUCER'1WEST) "I . 10" ADAPTOR (ELMJ) I e, GATE VALVE (FLxMJ) BLOCKING SWI Vt 'PREVENT TQ OE 'PR • iD es_oz IN 134JILDING (SIZE & ' LOCATION TO TERMINEQ BY SPRINKLER . FOR- EACH BUILDING _35 LF 1-41° E 2 LF 9' DI SPOOL:7 tA44.1xMJI I-8' GATE VALV 71 CONC. BLOCKING . • 1..P 8. • ct.ft _ I ti tpu I m (FLNPAJ) 2 LF 8' RDE1D VALV (FLxMJ) l iA j Nkij) I-8" GATE vALVg (FLamj) CONC. BLOCKING 9 LF 8 I c2 (mam ---- LIAr e.) ) " j) . T.. INSTALLs - x T E (MOE -4,- 6" GATE ALVE ( xML1 j I -" A EMB Y PER DETAIL CONC. BLOCKING.- „'• 40 .LF 8' 1-6' GATE VAL 23 LF 6" DI EXTEN . I-FIRE HYD. ASSY. CONC. BLOCKING 34 L • toot, o s •-• 8:. j . t..,; 8 *''''' in ! ..1 :14 .1 1 ." ' 4 „•:.4‘1. Lill" :.(4-.1:.”1:411..::.1:41-"":1::"."...: '3"j-':ir. II . it z$::: .0- • ., / ,.. .., • 5 , , '... s• ,,, • 1 , 1 . 1 104., • 4.V.$ .f......: ,, `..77: ..... Ceti rit 1 .) •%*# • - 7 - I RIVE 7 - "'EA GT •=jCT ditrzt - CL. 52 INSTALL; I-8" TEE (MJxFL) 1-8' GATE VALVE (FLxMJ) • CONC. BLOCKING 8 6" TEE (MJ)*EL) I - 8 GATE VALVE (MJ XMJ) 1 - 6 GATE VALVE (FLxMJ) 2 LE 8 brspoot • 15 L:F 6' DI EXTENSION , FIRE HYD. ASSY. PER DET CONC. BLOCKING 1 - 8" x 6" TEE (MJxFL) I - 6' GATE VALVE (FLxML1) 15 LF 6" DI EXTENSION I- EIRE HYD. ASSY. PER DETAIL CONC. BLOCKING 1 - 8' 4 6". TEE (140iF I - '6" GATE VA'. VE (FI xMLI) 22 ,LF 6" DI EXTENSION • I -FIRE HY!), ASSY. .PER DETAIL COHC, BLOCKING IN TALL* . - 8 x 6" TEE (MJxFL) I - 6" GATE. VALVE (FLKMJ) 15 LF 6' Di EXTENSION 1-FIRE HYD. ASSY. PER DET. CONC. BLOCKING 4 NOT TO SCALE SWING VALVE BACKFLOW PREVENTER TO BE PROVIDED IN BUILDING (SIZE & LOCATION TO BE DETERMINED BY SPRINKLER • DESIGNER) TYPICAL EACH BLDG. VING-VALVE BACKFLOW PREVENTER TO BE PROVI ED IN BUILDING (SIZE & LOCATION TO BE DETERMINED BY SPRINKLER DESIGNER) TYP. EACH BUILDING 27 LF 8 2" WA TE' RN. ICE (TYP.) 10 LF 8" .1. CL. INSTALL' 1-8" TEE (MJx I-8' GATE VALV LxMJ) CONC. BLOCKING AL - 8" TEE (FL) - 8" GATE VALVES (FLxMJ) I - 8" ADAPTOR (FLxMJ) CONC. BLOCKING INSTALL: ' I - 8" x 6" TEE (M&FL) I - 6" GATE VALVE (FLYMJ) 15 LF 6' DI EXTENSION I-FIRE HYD. ASSY. PER DETAIL CONC. BLOCKING INSTAL 1 - 8 x 6" TEE (MJxFL) • 40 LF 1 -• 6" GATE VALVE (FLxMJ) 8"DI 1• LF 6"131 EXTENSION . . FIRE HYD. ASSY. PER DET. CONC. BLOCKING VALVE B TO BE 'PROVIDED' LOCATION TO BE DETE • SPRINKLER DESIGNER) TYP. EACH BUILDING ' INSTALL!: : 1-8" TEE (FL) • • • 2-8! GATE VALVES (FLxMJ) 1-8= ADAPTOR (FLxMJ) • CONC. BLOCKING r • • NS -.8 x 6* TE `(FL) _ I - 8* GATE vALvg°(FLxtvij) I - 6 GATE VlI I - 8' ADAPT 1.0) 30 LE 6 4 D1 5 ' • 1-FIRE • HYD, Ad. DETAIL: , CONC. BLOCKING thit certain mil property situate' in the County of King, Staielg WaShington, being a portion of Government Lot 6 and a portion of the Southwest qur.rter of the Northwc.st quarter Of Seetidn 10, Township 23 North, Range 4 East, W.M., aind a portion of Government Lot 3 and a portion Of the Southeast quarter of the Northeast quarter of Seeiion 9, Township 23 North, R.ange.4 East, W.M., and being more particularly described is follmvs: BEGINNING at a point 100 feet distant westerly, when measured . at right angles from the East • *Marginal Way Center Line Survey of Primary &Sic Ilighway No.1, Foster interchange to Schuh 118th Street at Highway Engineer's Station EMW 26+00; • ' THENCE from said POINT OF BEGINNING tlong the. westerly line of I:Inds condemned by the State of Washington in Superior Court CAUSC No. 646697 South 07° 12' 12 East, 593.29 feet to a point or the right-of-way line of the lands conveyed to the State of Washington'by deed recorded in Volume 3860 at Pae 462 (A.F. #4978335) King County Records; THENCE along said right-of-way line North 88° 15' 15" Wei, 630.35feet; 'THENCE North 79 52" West, 359.22 feet; THENCE from tangent that bears North 82° 32' 30" We.st along the arc of a curve to the right having a radius of 748.60 feet and a central angle of 34'30' 00", and arc length of 450.76 feet; • - THENCE tangent to the 'preceding curve North 48° 02' 30" West, 373.84 feet; THENCE North 11° 18' 30" East, 303.74 feet more or less to the ordinary high water line of the ,Duwamish River as evidended by the line of vegetation; THENCE easterly along said ordinary high water ,line to its•intersection with the 1,vesterly line of the lands conveyed to the State of Washington or Secondary . State Highway No. 5 - M by deed recorded in Volume 4707 at Page 435 (A.F. #5937874) King County records; , • THENCE along last said westerly line and the weitirly line of lands conilemne.d by th&State of s Washington in Superior Court Cause No 646697, Szuth 11° 24' 56' East, 368.92 feet more or less to the POINT OF BEGINNING. IV___,,,,, INSTALLt __.------- 7 or 1 - 8" x 6" TEE (MJxFL) . 1 - 6' GAIE VALVE (FLKMJ) 15. EXTENSION 1-FIRE HD' . , A.SSY. PER DET. 28 LF 8" 0.1.1 tONC...BLOCKING CL. 52 ---__ .......„ ---.„ . -------____ 55 LF 6" DJ. SURVEY DATA 25 LF , 8. D.I. INSTALL* .1-8" CROSS (EL) • r 2-8" ADAPTORS (FLxMJ) '2-8" GATE VALVES (FLIIMJ) • . . 6 LE 8" D.I. ..• NSTALL' I-8" TEE (NIJkFL) - 1 GATEVALVE (FLxMJ) "' ' CONC. BLOCKING I-6 TEE (MJxFL) I-6" GATE VALVE (FLxMJ) ' I-6" PLUG 30 LEG* DI EXTENSION ' .1-FIRE HYD. ASSY. PER DETAIL , CONC. BLOCKING BOUNDARY FROM A.L.T.A. SURVEY MAP BY WILSEY & HAM DATED 7128187. VERTICAL DATUM' U.S.C. 8, G.S. MSL BM *URS 392-6-11. EL. 43 11.58 , TOPOGRAPHY FROM BARGHAUSEN CONSULTING ENGINEERS NC. ON'813/88 , & 1011188 THROUGH 10114188 AND 11/7/88. 'INS 1. - 4 VAL VE E A_L (F..xw 1 jxFl 20 LF 6":DI EXTENSION -FIRE HYD, ASSY,' PER DETAIL CONC. BLOCKING BUILDING #6 INSTALL* • 1-8"x6" TEE (MJxFL) Ir6" GATE VALVE (FLxMJ) 2OLF 6" DI EXTENSION 1-FIRE HYD"; ASSY. PER DETAIL • OCKING • INSTALL: • 1 -8' TEE (MJxFL) 1-8" GATE VALVE C. 40 LF 8" D.I. 35 LF 8" D.I. INSTALLS I • - 8 " 6" TEE (MJxFL)` 1 - 6" GATE VALVE (FLxMJ) 25 LE- 6*.,DI'EXTENSION 1-FIRE HYD:' ASSY, PER DETAIL CONC. BLOCKING SWING-VALVE' BACKFLOW PREVENTER TO BE PROVIDED • IN BUILDING (SIZE & LOCATION TO BE DETERMINED BY SPRINKLER DESIGNER) .TYP. FOR EACH BUILDING INSTALL*. I - 8" x 6' TE C (MJxFL) • - 6" GATE VALVE (11-*MJ) Lit',6" DI EXTENSION T-FIR ASSY. PER DETAIL " • CONC ..BL • MJ) !Ns rALL. 1 TEE (MJxFL) 1 - 6" GATE VALVE (FLxMJ) 40 LF 6" 0.1 EXTENSION I -. FIRE HYDRANT ASSEMBLY PER DETAIL ' CONC. BLOCKING REMOVE EXIST. PL G INSTALL -,I-10' 45• ' BEND BL NG 4' ADS DRAIN PIk FROM BOTTOM OF T TO DRAINA INSTALL' , 1-8" TEE (MJxFL) 1-...9 GATE VALVE (FLxMJ) CONC. BLOCKING JNSTALLI ' 1:8" TEE (MJxEL) I 1-8" GATE VALVE. (FLxMJ) 1 CONC. BLOCKING 1.. 10 LF 8" D.1._ 1 CL. 52 - 1 2" WA ER SERV1 1 E (TYP.) I I FUTURE PHASE _l_INSTALLI I 1 1 •* 1 1C°NC. BLOCKING (FxMJ) .L 1 I SWING VALVE BACKFLOW ; PR V NTER r- E LOCATION .TO BE DETERMINED Y TO BE IN BUILDIN ( IZE & SPRINKLER DESIGNER) TYP. FO EACH BUILDING • • EXISTING WATERMAIN PROPOSED WATER LINE PROPOSED, ( WATER ,LINE REDUCERND GATE VALVE BEND WITH CONCRETE BLOCKING TEE WITH „GATE VALVE AND CONCRETE BLOCKING 1%E0ENED c..rtY OF Tulo.mtA 2" WAT WITH 2' DOUBLE 'ETECT ASSY. IN ONC. V PER DET EX. 10" W TER METERS NTER - r • 11N4SLTF 6 A 1 - 8" 6* TEE (MJxFL) t: i)1 Exttivstom EP Lti po NJA V I A s L y V , E F.E (E R L 0 J T ) A H 18R CONC. BLOCKING ' INSTALL' 1-8".x6" TEE IMJxEL) I-6' GATE ALVE (FLkMJ) 12 LF 9" DJ. EXTENSION I -FIRE HYD. ASSY. PER DET 1-8" PLUG (MJ) CONC. BLOCKING .,.1NSTA ' 2-8" :GATE. VALVES .(FLxMJ). GATE VALVE (FLxM 2-10"X8 ",,REDUCERS' cru 1-1O-CRossIFL) • (MJxFL...) I -10". 45• , BEND • . CONC . NEW SEWER LIFT STATION.' HERS ' DOUBLE CHECK VALVE' . ASSEMBLY IN CONC. VAULT • PER DET., 'SEE, DETAIL • SHEET 2 • , LIVE TAP EXIST. WATERMAN AND INSTALL* 1-10N10' TAPPING TEE' r-10° TAPPING GATE VALVE (FLxMJ) CONC. BLOCKING ‘." • ;4' t • , I II I I III I I I I II I I I I 1 11 I I I I II I I I [ I 11 1 I I I I I I II I 1 p II 1 1111 ! II I I I I II Ir I III I I 1 11 I I I ! I ' 1 ' I ' I - - - ' 5 I 6 1 11 mk o • oir . . . • Vi i'ill'I � � 1� I'�11"� I��I�III��.I�II�I ( .III 1i �1�1�1� ii�l�fl�� I�I��i� Tfiliti I� ? r nom C,OJR traclor^shali verify existip uIllilic Ltt.l 4e1 Contractor shall notify engineer a Minimum of 4f;: hours is'advaoce of all requests' for staking, •eslutn or inspection. Contractor is responsible for control required at' the time of. staking. • Contr approval whi ter required • b the detail specifications cificatio ticto�' shall furnish shop • drawings for app cq by pee tis and for variation from the engineers design. Contractor Shall install-equipment in arvordarice with &uanufacturers recomtpendations. an Watei District #125 spccineations. • Contractor to famish all materials. 6', 8', 10' and 12' ductile iron pipe class 52.' Mueller gate valves and Iowa hydrants. Cut -ins and live taps to be made by contractor: Water District #125 superintendent and engineer must "be notified 48 hour in advance, 10. , Cast iron mechanical joint sleeve couplings required. 1 1. Mueller. H415 tapping sleeve with flange outlet and Mueller iii -667 tapping valve with mechanical joint outlet required for' live caps. Any exception' must be approved by Water District #125 superintendent. 12. Contractor is responsible for verifying all existing pipe types and sizes for couplings, connections, cut -ins, and live taps. 13. 3.12 foot minimum cover. 14. 15.' Developer to pay for state, city and county inspection fees. Coordinate meter location with Water District #125 superintendent. Fire hydrants and mains to be operational prior to commencement of construction. 17. No changes are to be make without written approval by the Water District #125 superintendent or engineer. 18. Refer to condition; and standards for all remaining notes and details. 34'X34` MIN CLEAR OPENING YV/ GALV STL LID, & FRAME PER AASHO H--20 DESIGN LOADS LID TO BE CENTERED. 1. y .. F '.. � :- +?�!N+.iiw,.y...- ?' i' ✓•ti APPROVE DOUBLE DETECTOR, "CHECK VALVE ASSEMBLY HERSEY GDC OR FEBCO 806 TYPE YO.ORAPPROVEO EQUAL.,, CONC VAULT - PROVIDE SHOP DRAWINGS ` ENGINEER' PRIORTO'INSTALLATION SIZE TO' MEET MINIMUM .CL 2—'FLANGE COUPLING ADAPTORS, ROCKWELL 912 OR MUM-. 6` MIN CLEARANCE TO VALVE WHEN FULLY OPEN MIN 4'6` WATERTIGHT` GROUT 4'0' ALL : VAULT ; PENETRATIONS 3'6 12' ` GRATE AND SUMP.` PROVIDE 4 PIPE, TO DAYLIGHT OR MIN 1 1/4 , CY ROCK SUMP IF APPROVED BY DISTRICT ENGINEER NOTES: COVED.'SHALL'EnTETTD 6" ABOVE GRADE' " ' : DETECTOR CHECK ,TYPE '',� WHEN VAULT IS. NOT SIN• TRAFFIC . AREA. �T 2. SLOPE PAVEMENT AWAY FROM COVER WHEN '" VAULT; IS IN TRAFFIC AREA PROVIDE LID' RISER''•. THEN REQUIRED FOR PAVEMENT w SLOPE. Q . BYPASS METER TO READ'I1 CUBIC' FEET. - 4=2 j; mos Fcrizjoir— ig COPPER OR MUELLER COMPRESSION " CONCRETE BLOCKING TAPPING VALVE WITH M4 OUTLET MUELLER H -667 OR EQUAL. NOTEI ROMAC'SST WITH STAINLESS STEEL FLANGE IS ONLY APPROVED. EQUAL, 2.4 APPG LE OUTLET FLANGE WITH MUEL li - REQUAL FOR DI AND L CI: R MUELLER 615 O H -619 FOR AC. NOTE; INSTALL STANDARD 4 "X4" CONCRETE VALVE: MARKER SEE STANDARD DETAIL NO.3 WATER MAIN - MUELr Eft FLARRED CQ PPP�E,f OR MUELLER' COMPRE!3S CORP.' ESTOP . MIN JOIN PAINT ,1YD., WITH HIGH VISABILITY YELLOW ENAMEL NO.X -34.72 AS MANUFACTURED BY FARWEST PAINT MFG. CO. OAR JOINT TIE 8 OR OTHER APPROVED PAINT TIE RODS WITH, BITUMINOUS PAINT ACCORDING TO AP WA ST0. SPEC. 77- 0.02A. 5 MVO MEULLER #A=24010 OR MEULLER . #A-419 OR EQUAL CAST 'IRON 2 PIECE VALVE BOX. OLYMPIC FOUNDRY OR EQUAL. D.I. SPOOL, LENGTH AS` REQUIRED. 2 - 3/4' DIAMETER TIE RODS. - -� 6' AUXILIARY GATE VALVE. FL X,. MJ. MUELLER. 12" X 12' X 4' CONC. BLOCK 1/2 C.Y. 1 -1 /2" WASHED GRAVEL VARIABLE ELEVATION. CONCRETE BACKFILL TO 6 „ ; FROM GROUND WHERE SPECIFIED EARTH UACKFILL COMPACTED IN ' 6 "LAYERS ELSEWHERE. NOTES: GUARD POST SHALL BEG LONG AND 9 " IN DIAMETER'' PRECAST CONCRETE AS MANUFACTURED BY FOG -TITE METER SEAL' CO. OR EQUAL. PAINT. POST, WITH HIGH • VISIBILITY' YELLOW' ENAMEL" NO. X-3472 AS MANUFACTURED BY FARWEST. PAINT MFG. CO, VALVE MARKER;POST> SHALL DE* MINIMUM°'42” LONG PRECAST CONCRETE' AS MANUFACTURED DY FOG - T ITE' METER!, SEAL CO. OR EQUAL. PAINT POST WITH-HIGH VISIBILITY YELLOW NO X' -34T2 AS MAl4UFACTURED ='BY FARWEST PAINT MFG. CO. NEATLY S1'E4CIL DISTANCE' TO VALVE ON• POST WITH 2" NUMERALS USING BLACK ENAMEL PAINT. TD. DETAIL No. 5: ..I VALVE M ARKER POST •& FIRE' HYDRANT ` GUARD POST MJXFLTEE k,. IIflllEI 11 Tlsl'IT 'I 'IT IIitrlil. w 4 I 5j fro Is ..-r Plant Legend 1 .... 2_1Hp5oL I afi • o 0 14 Ai;,1AL Co1Pj . (..-) Ak.11GAL, k■AI-1E, KJA rL4TAI.161oe.ev 'emertAt...0 cA1Jee,) :JorLIAJAY PriiikliA 0. 11-10.119e.p-a.odr aori-JEtz PLAJN1 15MILA JA /JAQUE4--tof.I1I 5lize4i AC ,e4 NiArLe A /.JArAr•JEC-,e... elk] deo t-.1 Vert\ /4061 toloe MOJA 'L CA /i-le:47Tefa.kj P•e0 C.ILOAr% /GTrtv AF5 69P-As,b1F-Lota-A tot...J.64 clotk-4EF-- Af LAW() ericAl-Jr,e49 E'ALLLJ ThAAQI..1 klAx LEAF- rr 1 rxr-te..ricA I COrlrAGIA I-Je.A./61-1L.1 14-1f5c2 / p+.10TINiviN r1Alb4t.+S L.. 'arra orro LO/Piteki to.140000tr.lorgoisi I A4AH Poe-0E, 1 r lelut-irt) klt4ITE' AzAL.e.A i-oklo ukl / tzi-lopooel-h9ra.aJ di A t 1 71-40JA c tr)ltAt-110ALsi4l /cOLOt-11,144.r. Ars5ota-vrrAe FE-A He,u)4 1 HAH6.1ii HAHL1 l eo Ivy isfreirt-16,01-1 141re.raLic4P*1 evra0 O6 I o4 boKtrostA.. tYor ac, Hig 21-21-' 2-1 - 3 2.4 .500 -•u)''' 50'' 2.4-" 24- 50" a , 21.•50" 2.4.�u -1t f 1 5 4 F5 " E...xKo /22/22 GAL... T*6 2: c.AL 13 4 F5, NtATcr4 el7 Pze e. 4 45 NIAT4A-1 For.p.1 MULTI- coTE,vi NIULT1- gre,r--1 1 5 4 p HAT-4 r4 It-, roWCL. LeAoeta- r-t)Lit clAt_. F Fot...1 E, II I I • 6Hop f5tTkiettl.i At--jr-7 r'f F•fl■OP-C . fze,rAIF- Kiri) rz.fr.2)er) e000 AP 7 Aca ••••••••1.„^"...•••■••• . ..INIES111111111110181111 , 1112111111.1111•MISININOW.11/1111111111111 6 1-T A1.11.10AL GoL.01 1 tI •i' • / 41 I I .51 I I 611 - 1 : 7o.1 € 11 1 111iiil 4111iii kr! l Scale: V = 20'-0" Landscape NOtes 1 GENERAL CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS PRIOR TO COMMENCEMENT OF LANDSCAPE WORK. GENERAL CONTRACTOR TO PROVIDE SUBGRADES IN ALL LANDSCAPE AREAS Al 4" MINUS FINISH ELEVATIONS +1- 1/10TH OF A FOOT. 2. LANDSCAPE CONTRACTOR TO PLACE AND FINE GRADE ON-SITE TOPSOIL AS REQUIRED TO MEET FINISH ELEVATIONS PER THE SPECIFICATIONS. ON-SITE TOPSOIL WILL BE PROVIDED BY THE OWNER AND IS STOCKPILED AT THE JOB SITE. 3- GROUNDCOVER SHALL BE INSTALLED PER THE SPECIFIED VARIETY AND SPACING WHERE INDICATED ON THE PLANS. GROUNDCOVER SHALL BE INSTALLED CONTINUOUS UNDER SHRUBS AND TREES. 4, LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL APPROVAL PER THE CONDMONS IN THE SPECIFICATIONS. 5. LANDSCAPE CONTRACTOR SHALL MAINTAIN LANDSCAPE UNTIL FINAL APPROVAL. PROVIDE A ONE YEAR LANDSCAPE MAINTI2NANCE FEE AND SERVICE PROPOSAL WITH THE CONSTRUCTION BID. ONE YEAR MAINTENANCE PERIOD TO COMMENCE UPON FINAL APPROVAL. 6. LANDSCAPE CONTRACTOR SHALL OBrAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK. 7. LANDSCAPE CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PROGRESS, STFIUCTURES, UTILITIES, WALKS CURBS AND PAVED SURFACES. VERIFY LOCATIONS OF ALL UNDER! OUND UTILITES PRIOR TO COMMENCEMENT OF WORK AND PFLOTE.i. n4' SAID UTILITIES. 8. LANDSCAPE CONTRACTOR SHALL VERFIY THAT POSITIVE DRAINAGE EXISTS IN ALL LANDSCAPE AREAS PRIOR TO INSTALLATION 'OF PLANT MATERIAL. IMMEDIATELY NOTIFY OWNERS REPRESENTATIVE IN WRITING OF ANY ADVERSE DRAINAGE CONDITIONS WHICH MAY AFFECT THE HEALTH OF PLA.JT MATERIAL TO BE INSTALLED. 0. REFER TO CIVIL ENGINEERING PLANS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS FOR GRADING AND UTILTIES INFORMATION. 10. REFER TO SPECIFICATIONS AND PLANS FOR ADDITIONAL NOTES. J. r•;,, •2. " CITY OF itimielt1 APPROVED SEP Lqi§9 / BU crty MAY 1 6 1990 PERMIT CEMTER • : V V 1 • . Vf ;L. • tt.,44 1111 an (--\lee""c'\ A uN rd .11 d —1.4110 I -41111 t Lil Akg ka t ) A 11 ATIEMP_ 9111 2 11 8 AC1 3 1 71 riztig Mr- iiiew101.1 tr tactouirei:7 -- A I a-P-/›.4 F-h - (1) , e-r1r744-1t7 4# pt % LA ner: 1412A4 tx-P41- 1.4rvo 46.4.14 AT 12564, 104% 1-1.**4 2442: IA-10r) -brAN.K.6s P/xlcia 13fze7e.IN Z fl-* kiel406 roe. T*12*5 1, Ago-v.4e*, 1 I ?„." PvbcFic- - r9r Pur-td)qs rFori 67,644. TO Hwy or 54) rOr-i‘011.. Ai.12 5e 1.14krIv5 —14exrep- P CGt`1 r;v61 Pfewg )LLetAzyrr4ekLt.t_ Were T1P4 4 4404- Predi17tio1.6 Let 11444 ecAreft A14c. vozear2.et--0 - 02.g.e‘ L.A1 - 1141 H1-ii Tree Staking 14- A C1 ro N 19— To er' 2.1 WIIINOMOIMIIIPIMINNI CIIIMMIPIOWINIMIIMMINIMME111114.1111=011 almrisiar 3 /1 It f ill 0 1 5 0) rti 41 .A11 al_ ellii=miliii N 0111--- i 4- toe pece:TwAtd.41 1 Shrub Planting *et' 4r i-110661LY\ H5.le.A141 / FLU :f:27174:11- 3/ Vgjs//' 6.,n4xj.424 tzoart504,m,64,e,60%\. r-tticv6- -ror v, e;r Pt4fLtdAr oki 1 1111■11111111. • 22 • 5 tr • BUILDING +6 • L i- ALL i01 1.4 6.- TEIE. rtiq-tr-of--144q klITH zFio CZ'fITI To HeLo ver41F-1 b(1e.J.1 OP ppet-f-Ape-TwAktar? )441 Ht;, %mot 1e; .,4 4 5 F.69 -71Jc A ir& T H 8 er 0 1 1446% Fect+e- I L.40x 4;F ic 1.4mo rketae, cl-goco-605-41Woill 1-19tt t701 Aptlic-ev W ktrzedr rIaleki5e 1 Lot" PV l4tP 1 t> Drainage Rock & VVood Header Edge 7.J c? ; I I I I I I I I I I I I I 1 I I I I I I I I I I I I IIIII1111111111111111111111111111111111111111111111 1111111111111111 , 3 1, I 4 I 51 (P HEA1961 eoe (Tyr.). rEper- peTAIL. '31 Jo hi Er I 6,FI1 — — - (Th • 3 ef Nmmmawarerwavairarms■mwm..wma Ce) t•it A -el ro - o 2 -0 2 f zu Spacing Detail . .. 5 ALI -- '2 AO 64.49f NOW rO1 4WsI + f3e Tr re4 1; dolot n 5 P-A ---\ 2-4J • —MpkItkl-t to4,1 tA1P-6 4, Scale: 1" = 20' // (/ *". t woe +emelt. attlititt, 4Df 60441t FP4oVit attiiar.4 foe 44tiot+t tker ilJtoic,Attalo a 401-10Y i)ght; 4ti6c400 t� ivegrW-4J 1011 PkAel i4/ fOft)ein. fr"- iyi4IfIcAti004. Ottl51oti G6 ignic VP OF Mul414 rot fl,tst.1 Imo - ' A MUL441 14 , i 111 111111114111 IIIIIIIIIIII lllll /I lllll IIIIIM lllllllllllll I Cross Section thru Parking Island CITY or TUKWILII APPROVED sEP G 99 BUI DI G DIVISION RECEIVED crtY OF TUKWI(A MAY 16 1990 PERMIT CENTER Sheet Number L-2 a) a) C.) (0 5 co LJJ I 10 F-- 15; cr c 0 MI Z >-- w 0 9014 Job Number el . "3 ' :1 I I liiikt ofiliifSii rtiiiii;liliiiiiililliliiliiti . . ■•• , a.1 .5ir si riiiiiiigiililiiiiiiioliiiii vt• • i itiiiiiiiiirolool 't..,. • .... ;L. • tt.,44 1111 an (--\lee""c'\ A uN rd .11 d —1.4110 I -41111 t Lil Akg ka t ) A 11 ATIEMP_ 9111 2 11 8 AC1 3 1 71 riztig Mr- iiiew101.1 tr tactouirei:7 -- A I a-P-/›.4 F-h - (1) , e-r1r744-1t7 4# pt % LA ner: 1412A4 tx-P41- 1.4rvo 46.4.14 AT 12564, 104% 1-1.**4 2442: IA-10r) -brAN.K.6s P/xlcia 13fze7e.IN Z fl-* kiel406 roe. T*12*5 1, Ago-v.4e*, 1 I ?„." PvbcFic- - r9r Pur-td)qs rFori 67,644. TO Hwy or 54) rOr-i‘011.. Ai.12 5e 1.14krIv5 —14exrep- P CGt`1 r;v61 Pfewg )LLetAzyrr4ekLt.t_ Were T1P4 4 4404- Predi17tio1.6 Let 11444 ecAreft A14c. vozear2.et--0 - 02.g.e‘ L.A1 - 1141 H1-ii Tree Staking 14- A C1 ro N 19— To er' 2.1 WIIINOMOIMIIIPIMINNI CIIIMMIPIOWINIMIIMMINIMME111114.1111=011 almrisiar 3 /1 It f ill 0 1 5 0) rti 41 .A11 al_ ellii=miliii N 0111--- i 4- toe pece:TwAtd.41 1 Shrub Planting *et' 4r i-110661LY\ H5.le.A141 / FLU :f:27174:11- 3/ Vgjs//' 6.,n4xj.424 tzoart504,m,64,e,60%\. r-tticv6- -ror v, e;r Pt4fLtdAr oki 1 1111■11111111. • 22 • 5 tr • BUILDING +6 • L i- ALL i01 1.4 6.- TEIE. rtiq-tr-of--144q klITH zFio CZ'fITI To HeLo ver41F-1 b(1e.J.1 OP ppet-f-Ape-TwAktar? )441 Ht;, %mot 1e; .,4 4 5 F.69 -71Jc A ir& T H 8 er 0 1 1446% Fect+e- I L.40x 4;F ic 1.4mo rketae, cl-goco-605-41Woill 1-19tt t701 Aptlic-ev W ktrzedr rIaleki5e 1 Lot" PV l4tP 1 t> Drainage Rock & VVood Header Edge 7.J c? ; I I I I I I I I I I I I I 1 I I I I I I I I I I I I IIIII1111111111111111111111111111111111111111111111 1111111111111111 , 3 1, I 4 I 51 (P HEA1961 eoe (Tyr.). rEper- peTAIL. '31 Jo hi Er I 6,FI1 — — - (Th • 3 ef Nmmmawarerwavairarms■mwm..wma Ce) t•it A -el ro - o 2 -0 2 f zu Spacing Detail . .. 5 ALI -- '2 AO 64.49f NOW rO1 4WsI + f3e Tr re4 1; dolot n 5 P-A ---\ 2-4J • —MpkItkl-t to4,1 tA1P-6 4, Scale: 1" = 20' // (/ *". t woe +emelt. attlititt, 4Df 60441t FP4oVit attiiar.4 foe 44tiot+t tker ilJtoic,Attalo a 401-10Y i)ght; 4ti6c400 t� ivegrW-4J 1011 PkAel i4/ fOft)ein. fr"- iyi4IfIcAti004. Ottl51oti G6 ignic VP OF Mul414 rot fl,tst.1 Imo - ' A MUL441 14 , i 111 111111114111 IIIIIIIIIIII lllll /I lllll IIIIIM lllllllllllll I Cross Section thru Parking Island CITY or TUKWILII APPROVED sEP G 99 BUI DI G DIVISION RECEIVED crtY OF TUKWI(A MAY 16 1990 PERMIT CENTER Sheet Number L-2 a) a) C.) (0 5 co LJJ I 10 F-- 15; cr c 0 MI Z >-- w 0 9014 Job Number el . "3 ' :1 I I illy liil iii Ill II if ti Il t -j I 11bT1jitiIti riiiiiiiii I . -s • M t SZ CFzEf .F To F3LIY-i. mko ir9N( 71okJ RAW) Irrigation Schedule 61M F3 7L I t C• PLI PT I akI T LJ • I QI�11.IF�J1 �0 1,50 , `r oor- 1% I' 4JPF-A. 1 160.1--15r, 11 1604- I sQ SHAY �>'� ►a lei. cF-* I� u n i g�oc. —I2f 1 t► j' • �� n II I sO 9- -' -t -t Ii 18o4 - I 2T , 1 � 11 11 I goo - I'1%./ 4.1f5I1-0 18°1 b1-1- FLY', t' F ' o r -ur SrF2,4q 3n 1� Imo-- 1504- 54 - FLY, • iI a PAIIJ I8() -IT T, 4„ for - Or eviPe. ‘C,r ( FAN-1511 1$0 ..;6ekr, „ Pow ur 40 5TF-IP ''rI 1 12.A114.51 r-D 1451 I°4. 60m r. F 13tit sly J rh, I . 30 30 FLA i o L31f 6a - i°E I' /h" fz-Eh'ioT F Go VALVE. / 4 PE5(.o ' �( pr2' r:k: L.e GI-I F,c,' VALVE I4 V1 5 L,'.( CD 4ITI4 k- JEATI-+Ef -HATIG 80246(.p--1, Iy2„ v A6 MSTEF- VALVE r AR,16112o IraG- I2- AtuToN1ATI� 11 -1 AT!oQ T oLLEz- A1 I 1.4r6, odicr- GourLik1c.1 vAL .vt;, GLAe '2Uo ric MAI�.I LiI.lE i. GL 2 21ao Pvc. LA.TertA .. (c,lZe. Aca ki011,..0) c . f . '?o ('VG �L,EEvihlC 2P:AJIT 4 I'' P . ?AOIU� 16 ' 1 12' 12 12' 12.' 1 2' 3d ' TF AH Far7F - H EAt -p 1JF14 tale- OF PAVEr- IE141". G - 1.r.M 1.86 1 . 2?� 0. 13 1,21 04 I 0,25 vit * JI rr[ : i8oG ( ;) roP -u P I '1,1 ALL `0I -I2-1.15 15eLw �111i1i rlrlill Tr ! rI11rI1 1 . ... 2 Irrigation Notes I ' Tl I-J i J' i y A 2 A L � TO I U T 2 E i I I -$ C AT' i ok.l T I°L' J 4 . (rip S f' - j IeoLA),I t' ri-A .1T ) . 1. GENERAL CONTRACTOR TO PROVIDE INSTALLATION OF 11 OV ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK -UP INTO MOUNTED CONTROLLER. CONFIRM LOCATION OF CONTROLLER WITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL 2" IRRIGATION METER AND 2" SERVICE LINE PER THE LOCATIONS SHOWN ON THE ENGINEERING PLANS. GENERAL CONTRACTOR SHALL PROVIDE A 2" THREADED CAPPED PIPE OFF OF THE WATER SERVICE AT 18" BELOW FINISH ELEVATION AT THE IRRIGATION SOURCE CONNECTION LOCATION INDICATED ON THE DRAWINGS. 3. IRRIGATIC''! CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK. ALL WRK TO BE INSTALLED CODE REQUIREMENTS AND MANUFACTURER SPEC F CAT IONS PER LOCAL 4. IRRIGATION CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE FINAL APPROVAL. IRRIGATION CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS AND PAVED SURFACES. VERIFY LOCATIONS OF ALL )ERGROUND UT!LITES PRIOR TO COMMENCEMENT OF WORK AND 1-riOTECT SAID UTILITIES. 6. HEAD AND PIPE POSITIONING IS DIAGRAMATIC. ADJUST IN FIELD AS NECESSARY TO PROVIDE ADEQUATE COVERAGE. 7. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR WINTERIZING THE SYSTEM AND ACTIVATING THE SYSTEM (ONCE EACH) PER THE SPECIFICATIONS AS PART OF THIS WORK. 8. REFER TO SPECIFICATIONS AND PLANS FOR ADDITIONAL NOTES. I,1I w01,1t T IoN Scale: 1" = 20' -O" • • CITY OF TUKWILA APPROVED SFP G .'s BO I.DING DIVISION RECEIVED CITY OF TUKWILA May 1 6 1990 PERMIT CENTER .. �T r a l e a II i L II Designed M6 Drawn Checked ob•�� - 5 GM° 1311‘11111•11111•11111 1111.11MININIMMUJIMPOININNINIM4 I N�Y�LL I'D•-ur Wi t. He. *1 ClI. ,cNt? J r N ISL4 •, teloc7Ct, Nt s, ril.41 alzAt ' ry ; 14 LIEN: SIDE VIEW I, t4'11M AitwrWa* - IN i 41oN NOT ' 1l. 4 W-. I 1 a4 1 'I'tJ 1 : ��t ►,, Iw, I i16tAL -rte WA1x 4 -fAU.- 1 Fr t.4�t? 5" r•N 1 ate. ab' To rAvC- e5yr Triple Swing r.- / mama. i r* I o$.J p,,.:644) ri4 41 1 F4 . NI flP1*- C- 1111.8" ' , . I N•L_ (or m''i ). z 1:j' ____ c)90Tizo . LD&,ATlo►-t 131 -S fit. 1 IG G -rpaW VA M e' v4,LVe opx --- !� L JN n� - fvG e-4I°I. e' n I 5 iu 4} Sa fnm gwo lyejt ��✓l� { /�La: 10r^ frr) ob Remote Control Valve Wtf 69'41.11 to: lrll -� AN(L flm - , i brrN =-- to' rye. .. 1 ,647ArrEfe- Ith, Ct rV'�t• r'ir11"1t�4� {. .�I e, MCI r oun* W 1 BUILDING #6 mo' 44 47 C1 Quick Coupling Valve ALL (.441-v FIrfI 4 -p V F. k!I ft ''T' " e roi-4 rie.. r T t49. 2221 "r Eav•.,. • 2" 11111111 tlr1111 1111111 Il11111 11x 111 1 I 6 11 1111111 1111111 111111f 1111111 II11I I _ 1( 2I .. 4� 5 TH 1 4 ! �: B EY , i XI T 6 ;11111 3 111111111 iiiill�ll ii11l�11i ii ll� li i rl I � r�lii Ilf (II ( iiilriii lill IIIIIIIII Ilil Illl i 1I1I l I CVLIPM C,1- It:ll<- VVLVe. Ia1JIo1J (rrp) ,Tot' 4- egt VALVE arms /.r 5LY G11Y Arrpeaveo VAULT 1 /Ltt7 OF famlimv) Kkorti2. vvLvt. 6I~ ieaUir &) — dtMC+c c oUrLItJ VAt.,v� mo_ I u •ot .4 a b % °.. 1 4 V.7 Pyci Ly _ L , i1 ► J wart: �' °tiID' t'I�a+I)4 A LL E /IOED UL' a AL A�t�V -v 1 p u A,ILTI�,ol IN VA ! TN . Point Of Connection Scale: 1" = 20'-0" G oHPA6 � 146CAtie..te �w � Tf PAviNc, Sleeving Detail NOTE: Uri ��"� � �, 1 � p`v'� 4 , .001401-u my N . PP. moti.4 4140.14• Il• t /' ro ptt'. SCP 199! BUIL N . IYISION Trencnin Def ail a A>c LWOW Cr f1r 1411V 4C-C4Vr% CITY OF 1111%i/hit APPROVED RECEIVED CRY OF TUKWIIA MAY 16 1990 PERMIT CENTER (0 a z CO LLB I 0 5 c , c 0 lc ca w > 1 w . 0 Sheet. Number iiiiliiii i £ tt� liiii i . W �.,. ttiilitit i i .,,u � � iii i &i, 1� � ��Ifl1jl R� - ; 8 li iiIi ,,ti.�8 i� � it I �:¢� - - 9 i i i iiiiij 4 E V�u •f_ ✓1 Y ‘'.. t- \_ \ , SA • • • • s. 13. 14. 15. 1 1 1 = 50 ,r '1 4 • OL ors Y ' t 1 •'1 b :41• .:tit S • f,C I I •! • • I a .a•. _. I • o e q 4 9e 5 11 IX' !, S K•.r _ 1 • ` J r, e •', . 6• •• • • lair/ 'p , $ •ot • 11 1400•0 1 .t, .� u t a. 11 i• s Yty; T 3 •S 4 • = 0 i A Q� (o 4 4 BUILDING 3m # '1 ■ . F. as 19.50 > r / V V \ / SAN. SEWER - t7 LEANOU \ RI MC a1 5..$T 5 \ y I ,E. = 1 1.9 V' SIDE SEWER @ 0.01 FT /FT \T EXISTING SEWER MH #6 \ ' (O HA5 EFLAT TOP) d, I.E. = II.:40 (IN) t - 11.30 (OUT) \ dy � O � \4 x 3 eol. 2 O • • t 5' N. 3901 s , • • St Yid \irl• IV, �._ WyL,, I IL, •2• S1 S. ,s J S ✓ • 4 4 r , . r =Y +0 t ks. 4 y . ' 1 1OT•t• S. :i a I1"x8" LOCKING CLEANOUT DETAIL • , 4"40u rir I'. LIMIT OF PAY ITEM FOR PIPE .1 • r- • c'. 411. ,.. S 0 • • I1 is r • ` ' a e .`xc 5 �i • Ilr:ll l- 1..� a 1 sit n•OC .,. vw•. ti ` r h i c Y }: • S 4, 1" •• 12 I S 1 44Y J I. 4" 4 urns i^• _1...,..3A...i• p • _p ; r. e" • A.2., 1 • • • NI • ' 1 k . _ L.'•• 1. . • '' w d B L 2:t 1, 1 t �<,• ' •JCT1 I Was hin t • SAN. SEWER CLEANOUT RIM = 15.45 I.E. a 12.14 I M I II. 1 150 "• S S 'r +f.0 ,1 SS I LI 2' -0 SOUARE CONC. PAD -- 6" - 45° 'Bk:ND COMPACTO BACKFILL NOT TO SCALE INSTALL WATtRTIGHT PLUG LIMIT OF PAY ITEM FOR CLEANOUT I • \ f� S: SS t,,, 5 .1w • $ • i IMP RATING - -20 EXISTING \ BUILDING # F.F. 19.50 No 74 LF 6` PVC SIDE SEWER \\ @ 0.01 FT/FT p H EXIS rIP LOCKING CLEANOUT O.F.CO. ` t• 0 DIIK'Ati1 /,SH 'p. C� NG V L EXISTING 62 LE. 6" PVC SIDE @ . 0.02 FT /FT CAP FOR FOR DEPTH a LOCATION LEGAL DESCRIPTION EXISTING .. SAN. SEWER MH #4 , RIM - I e.35 LE. - 7.95 (IN) I.E. - 7.85 (OUT) EXISTING BUILDING #4 F.F. = 20.50 Ny • SAN. #5 RIM - 17.23 I.E. 9.90 (IN) I.E. n 9.80 (OUT) SANITARY SEWER I?LA6V • •- zz z / 17, SE „Ep EXISTyijG EXISTING BUILDING #2 F.F. a 20.50 • • A .. SAN. SEWER MH *7 RIM 1 7.81 I.E. _ 8 S IR 2- �� -___ 099 All 111:1t certain real property situ :rte in the County of King, Si:tti.Of Washington, being a portion' of Government Co crnmcnt Wt 6 and a portion of the Southwctt quarter of the Northwest quarter of Section IQ, Township 23 North, Range 4 East, W.M., and a portion of Government Lot 3 and a portion of the Southeast quarter of the Northeast quarter of Section 9, Township 23 North, Range 4 East, W.M., and being more particularly described as follows; BEGINNING , I:C1NN1 , N Cara �' i p tot 1t feet clistant westerly, when ntc:asurecl .: .ght angles from the Ease Matginstl Way Center Line Survey ut' Primary Sitttc No.1, Fo.rer Interchange to South 118th Street at Highway Engineer's Station E1vIW 26:t -(X); THENCE from said POINT OF BEGINNING" along,thcivcsterty line of lands condemned by the State of Washington in Superior Court Cause No 6 697'Souih 07° 12' 12" East, 593.29 feet to a point on the right-of-way line of the lands conveyed to the State of Washington by deed recorded in Volume 3860 at Pae 462 (A.V:' #4978335) King €ounly Reccords ti TH,'NCE along said right -of -way line North 88° 15' 15` West, 630.35 feet; THENCE North 79' 45' 5r" West, 359.22 feet; THENCE from tangent that bears North 82° 32' 317° West along the arc of a curve to the right having a radius of 748.60 feet and a Central angle of 34' 30' 00Y, and arc length pf 450.76 fcet4 0 02' �, 7 HENCE tangent to the preceding curve, Mirth 48 0� 30 West, 373.84 feet; .s. THENCE North I1° 18' 30" East, 303.74: feet more or less to the ordinary high water line of the Duwantish River as evidenced by the line of vegetation; THENCE easterly along said ordinary high water line to its iuterscction with the weS;crly line of the lands conveyed to the State of Washington for Si' otidary State Highway No. 5 -M by deed recorded in Volume 4707 at Page 435 (A.F. #5937874) King County records; THENCE along last said westerly line ;Ind the westerly. line of lands condemned by the State of Washington in Superior, Court Cause, No 646697, South 11 24' 56' East, 368.92 feet more or less to the POINT OF BEGINNING. • FUTURE PHASE SURVEY DATA • OR gEPTH rol I.E. = EXISTING 60 LF 6" PVC S EWER S FO PTH & LOCATION SIDESEWER 7.1% • EXISTING R I 1. • BOUNDARY FROM 'A,1....T.A. SURVEY MAP BY WILSEY & HAM DATED TOPOGRAPHY FROM BARGHAUSEN CONSULTING ENGINEERS, INC. ON P Eo-o 6.25 eee ra) Rs //-- 117/ BUILDING #6 ro CO cO Tr BUILDING #5 F.F. 21.50 • A S G RIM 18.62 4.12 (OUT) gigiSLTFINOI-PVC SIDE CAP & STAKE FOR SE I 9 LEGEND r MINNOW FUTURE PHASE R 21.0± I.E. = 14.5 I.E. PROPOSED SANITARY SEWER LINE PROPOSED . (FUTURE) SANITARY SEWER LINE CAPPED SIDE SEWER LINE SANITARY SEWER LINE W/ MANHOLE b PVC S1DESEWER STING 60 " PV DE WER STUB EX. 294 • r. • !FUTURE PHASE NEW CO 44 LF 8" PVC 0.006 FT/FT STING 60 ' PVC SIDE SEWER TROL P ANEL 20' ig cd EXISTING SAN. SEWER MH #1 RIM 21.23 col 1 L GIASS CR FOR LIFT S A $EE SANITARY SEWER. LIFT TATION DETAIL SHEET 2. ONTRACTOR TO ADJUST IM EL. TO MATCH PRO- /POSED GRADES STATION BY OTHERS SURFACE ■ 5-3 \St. lomat CO tig leat o co 0 , co u) 0 , hem C Eno . 0 CL (13 CO CM 0 CI cu 0 ctl co • C gm. 6) r 91 co Lu OP a) 0 f; C a k t mow IMP) Ire es ro Nadi di 0 En sues 0 lag C 1101 2 o ca cc co 0 CL CO 111 Ct I o Q. Q . co Construction shall be in accordance with Val Vue Sewer District Con/reel ept.Aleallons 8 the City of Tukwila Public Vicirks Sewer Cooslroction a development otds., which. ever is more Stringent. Contractor shall provide Certificate of 1nsurahce naming Vol Vise Sewer District in the amount of 1,000,000 Dollars combined single bodily injury and Property Damage. 1 3 2 . . All PVC pipe and lilting; shall meal extra strength minimum of sdr-35 of the requirements of . ASTM specifIcollons D and may be PVC 7 46, DI or equivolenl. Maxinium allowable deflection at each joint shall not e.xceed one.half of the manufacturer's recommended permissible deflection. 118316 tot All trenches shall be compacted prior to testing sewer lines for acceptance. 0 SANITARY SEWER NOTES: 9. Side sewers shall be tested for acceptance at the same time thy mairt sewer it tested, 4. Slope for c scocrs shall be 2%. 5. All side sewers shall oe capped so/watertight plug, and shall be marked for locition wax4 stake, painted white, marked 'sewer with depth, unless otherwise approved by the engineer. New connections to existing facilities shall be sealed off until upstream construction is finished, tested, cleaned and accepted. All construction debris and water shall be removed prior to opening the seal. Bedding for all PVC sewer pipe shall he class B, with minimum of e over top of and 6' below pipe. 10. New connections to existing manholes or sewer lines shall be sealed off until upstream construction is finish.vi, tested, clearoal and accepted. All construction debris and water shall So removed prior to opening the seal. Contractor shall verify locations and dimensions of all existing utilities and improvements prior 11. to construction whether shown on those plans or not. The edstence and approximate locations of these structure. and utilities was determined by =arching available, public documents, and the actual locations may be somewhat different. Engineer does not warrant that all edsting utilities have been shown. It shall be the contractor's responsibility to notify the appropriate utilities involved prior to ernstruction activities. 12. Contractor shall adjust all manhole rims to flush wainal finished grades. Number and location of side sewers shown arc approximate only and may be changed as required during construction contractor shall notify engineer when exact locations arc N N COntracior shall maintain a minimum of 10 feet separation between all wader and Sewer lines. Any conflicts shall be reported to VAL VUE sewer district and the engineer prior to construction. It shall be the contractor's responsibility to ensure that no conflicts exist between sanitary sewer lines and proposcx1 or existing Aorm lines p:ior to constortion. The deanouts to be installed as shown as esch side sewer at the building connection. 16. It shall he thc contractor's responsibility to notify the telephone company, tho gas company, the 17. power company, and the cable t.v. company prior or construction so that these other utilities can prepare . the necessary plans for the extension of their respective utilities. It shall !le the contractor's responsibility to coordinate these activitiee during construction. 18. All manholes to have minimum ol 2 feel of rubble °ad 6" of pea gravel under the base. 19. All main Nnes to have a minimum of 2 feet of lounclotton rubble and 6" a pea gravel under ail lines. and to have on adecwits 8. equal compactiOn al all sides of :he pipes. LOCKING CLEANOUT /2SS BOLTS TO N .,, NN, BE PROVIDED FOB CLEANOUTS IN RIGHT-OF-WAY DRIVEWAYS. CLEANOUTS ON PRIVATE PROPERTY TO BE 6" DELOW SURFACE W15# FERROUS SCRAP ATTACHED. WYE WITH 6' BRANCH 1111111 1111111 11111111111111111111111 • PER aTY REVIEW Designed D:B. 'lasso • VICINITY MAP • ;•-fr I IP , • • . „; 5 r • 1 Vs , c mit ••/.. Is S .1 • 4. •• IL; 1 • 4 ; ' SITE CA/K A: est:_itt- INSTALL' EXISTING I - 845* BEND (MJxFL) 1 - 8" 11 BEND (FLxMJ) CONC. BLOCKING • : '' 1 .7 • : s. . 1 ••!: II • • • / . Z Z r: - . sT •". 1 *t. 121 i! '4'• -a . • ' s 1 7••••••. 2.1 • - ..k 1 T ,` I ' : !!!' •• i •;.• 1 ■ ,, I il 1 P, • • ' 1 S jif" S ;•.:! •1 VW. Al 1 11, ■31 ; t • 0 e. .it ,' • r 0 . sr ••■ 4 , • • I , L 7$(.7.• Si • 77 " • , • .4 :f. _1 ; s • )T4 s• •. ;^r zi' - • L •.• „ ST • •[4• • .t1 'ts • cz) o co 0 4 , Is) • INSTALL' EXISTING i I - 8 TEE (FLxMJ) I - 8" GATE VALVE (FL) i 8" 45* BEND (FLxMJ) CONC. BLOCKING EXISTING BUILDING #3 INSTALL EXISTING I TEE (MJxF1..) 1-6' GATE VALVE (FLxMJ) 17 LF 6" DI EXTENTION I-FIRE HYDRANT ASSY. PER DET. CONC. BLOCKING INSTALL' EXISTING 1-8' TEE (MJxFL) 1-8" GATE VALVE FLxMJ) CONC. BLOCKING 11 • I EX. 177 LF 8" DJ. - CL. 52 EX. I LF 8" D.I. -C. 52 • . • .__ • 4 '0 INSTALL • INSTALL' EX I - 8 90° BEND (MJ) ON€LQ csk, ti• 111 . 1 11Paut ay A '6 EX. t.F ._ a . D LL. 52 INSTALL' EX, 1-8" TEE (MJxFL) 1-8* GATE VALVE (FLxMJ) CONC. BLOCKING INS TALL' EXISTING I - 8" x 6" TEE (MJxFL) I - 8" GATE VALVE (MJ xMJ) I - 6" GATE VALVE (FLxMJ) 2 LF DI SPOOL 15 LF 6" DI EXTENSION FIRE HYD. ASSY. PER DET CONC. BLOCKING EXISTING BUILDING #1 cc EXISTING SWING VALVE BACKFLOW PREVENTER TO BE PROVIDED IN BUILDING (SIZE & LOCATION TO BE DETERMINED BY SPRINKLER DESIGNER) TYPICAL EACH BLDG. if EX INSTALL' EX. - 8" x 6 TEE (MJxFL) I - 6" GATE VALVE (FLxMJ) 15 LF 6" DI EXTENSION . I-FIRE HYD. ASSY. PER DET. CONC. BLOCKING INS I - 8 x 6" TEE (MJKFL) '1 - 6' GATE VALVE (FLxMJ) 15 LF 6" DI EXTENSION I- FIRE HYD. ASSY. PER DETAIL CONC. BLOCKING EX t- ) 125 ‘-r- D.1. CI_ 52 EXS TING SWING-VALVE BACKFLOW PREVENTER TO, BE PROVIDED IN BUILDING (SIZE & LOCATION TO BE DETERMINED BY SPRINKLER DESIGNER) TYP. EACH BUILDING EXISTING 27 LF 8" D.I. EXISTING 10 LF D.I. CL. 52 o INSTALL EX. 22 BEND (MJ) CONC. BLKG. .1111 • 4 . • . • 3 SO z CT C. s 800 • T 1116.110 V • 5 5 1 5 1 •4 .! 4; 7/ I * 1 A • I 001114112 5 • \ • 4 • I • a 2. i 41... ' • . 5 4 ,r #1,:i.4`_'; J....re...4 „,, . .L U c • I 7.'„_t:‘4,1: fZ• • 'I 4 ..-:`'.,,,•? SU'A ST • • A LE z I 4 - 5 1 •c2s•0•,..., $144.2 1 U. 4 S 43•4. • gate • . 2' V"07 • Course %, tc. • ( 4 it C. I. , r e e • el$ NOT TO SCALE S I,A . . , ,,:,..,..._ pit „, , ....- _ ,i . • a( . k.,,.... r. 7 1117.•.• II 7 . • "Illoo ▪ • 2 VI :.■ 12 Is I 1.4 s • L• A: ‘$* • ▪ ' s' ...e • -- 1 JVashingtot LEGAL DESCRIPTION „. ,..,g 4" s' 1"4 1 1 1- .. e.."....- r . •4 b k: - . 12171 :11. 1 1 .4:?s■ ' ) , ! ZL, . :7_,..............„. j.,! s-_......_Li IIND 4 , .0 „.. .3„.„... , • .,.......:......-.,- , . ,,,„ -----1 . -,.. . .: . ,„ , .,,..., , 4.. ., A .. ' S MI ' I ' - , • „.------if 1 - - , ..:..---..r. ° •BlitM, •-• . EARL ..-Jc T - 1 S a S sr. SE I TING S 15 LF 8" D.I. 3' S IN ALL' EX. tr TEE (FL) - 8 GATE VALVES (FLKMJ) I - 8" ADAPTOR (FLxMJ) CONC. BLOCKING • INSTALL' EXISTING 77 EXIST. 27 LF 8 XIS TING 2" WATER SERVICE (TYP.) 3' T.YP. C- 40 LF 8 INS ALL' E I-8" TEE (44,1x 1-8" GATE VALV.... CONC. BLOCKING I - 8" x 6 TEE MJxFL) I 6" GATE VALVE (FLxMJ) I 5 LF 6" bl EXTENSION I-FIRE HYD. il■SSY. PER DETAIL o . BLOCKING EX. 22 LE 8" D.I. A • • • • • INSTALL' EXISTING Lx Mc.1) • I - 8" x 6" TEE (MJxFL) I - 6" GATE VALVE (FLxMJ) 17 L:F 6" EXTENSION FIRE HYb. ASSY. PER DET. CONC. BLOCKING EXISTING BUILDING #2 INSTALL' EXISTING • 1-8" TEE (FL) , • 2-8" GATE VALVES (FLxMJ) 1-8' ADAPTOR (FLxMJ) ONC. BLOCKING 1 - 8 x 6" TEE (MLIKFL) I -. 6" GATE VALVE (FLxM,.1) I k-g-ef EXTENSION IFIRE SY. PER DET, ONC._ L9KIN .014.111. IMMO • BL vo 15 CL. 52 elm= or • JhLj„A,LLI • EXISTIN I-10"x6" TEE (18.1 -6" GATE VALVg (FLxMJ) LF 6" DI EX E NSION E HYD. ASS?. PER DET. . BLOCK G !STING 2 (1■01 EXISTING ST All that certain mat property situate in the County Of King, Stttc.: of Washington, being a pOrtion of Governineni LA:1 6 and a portion of the SOlifilw01 quarter Of the Northwest quarter of Section 10, Township 23 North, Range 4 East, W.M., and a - portion of Government Lot 3 and a portion of the Southeast quarter of the Northeast quarter of Section 9, Township 23 North, Range,4 East, W.M., and being more particularly described as follows: . • • BEGINNING ' at point 1D0 feet distant we.sterly, when measured at right angles from the East Marginal Way/Center Line Survey of Priniary Soto Highway No.1, Foster Interchange to South 118th Street at HiOway Engineers Station EMW 26-1-00; THENCE fryrri said POINT OF BEGINNING along the, wc.sterly line of lands condemned by the State of WaShingtrin in Superior Court Cause No. 646697 Soulh 07° 12* re East, 593.29 feet to a point on the right of y line of the lands conveyed to the n State of W:ishingto by deed recorded in V01,,le- 3860 at Pae 4 (A.R #4978335) King eounty Records; • THENCE alon said right line North 88 15' 15" West, 60.5 'feet; THENCE North 79° 45' sr West, 359.22 feel; . • -- THENCE from tangent that bears North 8r:32' 30" West along the arc of a curve to thel having a radius of 748.60 feet and a central angle or 34 30' 00% and arc length of 450.76 feet; THENCE tangent to the preceding curve. North 48°. 0' 30" NVest, 373.84 feet; THENCE North 11° 18' 30" East, 303.74 feet more or less to the ordinary high water line of the DuwamishRiver as evidenced by the line of vegetation; 1 easterly along said ordinary hue to its inter(:ction'with the westerly line of the lands conveyed to the State of Washington for Secondary State Highway No. 5-M by deed recorded in Volume 4707 at Page 435 (A.F. #59.1774) King County reords; THENCE along last said weserly' lin&and the westerly line of lands condemned by thoNSiate of Washington in Superior Court Cause No. 646697, Srmth 11° 24' 56' East, 36/1.92 feet more Or less to the POINT OF BEGINNING. .. mo Warr WO° osiows • sm. swam wer sorrow swain NC. LOCKING EXISTING 28 LF 8' D.I. E.52 1 0. EXISTING. BUILDING #4 EXISTING s SWING VALVE B LOW PREVENTER TO BE PROVIDED N LOCATION TO BE DETE SPRINKLER DESIGNER) TYP. EACH BUILDING ED BY HASH XIST. 55 LF D.I. • • 4 EXISTING , 2" WATER/ SERVICE EXISTING .4a I. F 8" II • /1 FUTURE PHASE 3' TYP INSTALL,' I- 10" x tfia TEE (FLA FL) 26 LF I -10" x 8" REDUCER (WEST) (FLxMJ) I - 10" ADAPTOR (FLAW) I - 8" GATE VALVE (FLxMJ) - ---CONC. BLOCKING SWI kLV1BACI<FLOW PREVENT TO BE PR. D IN BIJILDING (SIZE & LOCATION TO B TERICTINE,Q BY SPRINKLER DESIGNER 'OR-- EACH BUILDING • 0/ • c 1-108" xt x (MJ FL 1-8'• GATE VA (FLxMJ ON. BLOCKING II S R, SURVEY DATA B6UNDARY FROM A.L.T.A. SURVEY MAP BY WILSEY & HAM VERTICAL DATUM' U.S.C. & G.S. MSL BM #URS 392-6-11. EL. 11.58 TOPOGRAPHY FROM BARGHLUSEN CONSULTING ENGINEERS, & 1017180 THROUGH 10/14/88 AND 1117/88. // Sa 42 12 I --Er _ EXISTING 28 LF 10" D.1. \ ZET2 // 1/ 1/ • /1 // // INC. ON 8/3 INSTALL' EXISTING 4-8' CROSS JFL) 2-8" ADAPTORS (FLxMJ) 2-8" GATE - VALVES (FLKMJ) 6 LF 8" D.I. EXISTING TE AFL) I-6' GATE VALVE (FLxMJ) 1-6" PLUG 30 LF 6" DI EXTENSION I-FIRE HYD. ASSY. PER DETAIL \ CONC. BLOCKING EXISTING 55 LF 8" DI CL. 52 INSTALL: EXISTING I TEE (MdxFL) I-8" GATE VALVE (FLxMJ) CONC. BLOCKING BUILDING #6 INSTALL' 1-8 TEE (MJxFt..) 1-6" GATE VALVE (FLxM1J) 2OLF 6" DI EXTENSION I-FIRE HYD.' ASSY. PER DETAIL " 1 4° BEND NC, BUILDING #5 SWING-VALVE B W P TO BE PROVIDED IN BUILDING (SIZE & LOCATION TO BE DETERMINED BY ): DESIGNER) TYP. FOR EACH BUILDING 40 LF 8" D.I. INSTALL I - 8 'TEE (MJxFL) I - 6" GATE VALVE (FLxMJ) 40 • LF D.I. EXTENSIbN 1 - FIRE HYDRANT ASSEMBLY PER DETAIL CONC. BLOCKING 35 LF F L) V $1MJ) LAISTALL! 1-8" TEE (MJxFli 1 1-8" GATE VALVE (FLxMJ) I CONC. BLOCKING al 10 LE 8 DJ. it) • CL:-52 ER E (TYP.) • REMOVE EX ST. 8 PLIO I-10" 45' INSTALL INSTALL CONC. EILKG. • CONC BL NG BEND I 1 BEND IvI OM OF DRAIN PIPE FROM BOTT ---- T TO DRAINAC F 8" D.I. 1 1 FUTURE PHASE' ______ I INSTALL: OA j 1-8" TEE _ 1-8" GATE VALVE E (FLxMJ) , I CONC. BLOCKING SWING VALVE BACKFLOW PR 1 V NTER I r TO BE PROVIDED IN BUILDIN ( IZE & 1 LOCATION TO BE OFTERMINc Y I i SPRINKLER DESIGNER) TYP. FUO 1 EACH BUILDING 1 - I CONC. BL x A 91 DATED 7128/87. yi • • Se 1 E (MJ) 2 LF 8" DI SPOOL/ - 8* GATE .VALV5 CMJxMJI CONC. BLOCKING IS 1-8' TEE ' NJ) 2-8' GATE VALVE CONC. BLOCKING N ATE VAL 23 LF 6' DI EXTEN-10 c l irsiS N - o FI7 c E . B H L Y O D E C 7 K A IN S G S 1 7. DE • 1$'1s. is F • INSTALL': r. Ir.tr8" TEE IFL*MJ) I_-108° REDUCER (EAST) (MJ34MJ) 2 LF 8 D.1. SPOOL 1-8' GATE VALVE (F CONC. BLOCKING TYP LF 8" D.I. 3' ."-• -CI (M,1x M FUTURE PHASE INSTALL' • 1 - >4 6" TEE (M&FL) I - GATE VALVE (FLxMJ) LF 6" Dl EXTENSIoN 1-FIR ASSY. PER OETAIL CONC. BL. 30.3 II LS " D.I. CL. 52 ..... 1 - GA 17 LF 6" DI EX HYD. ASS CONGUCBLOCKLNG 6 G T A ( ,■ tv ,)e F ( 1 -FIRE_H_YDRANT A MB Y PER DE 4...IL R,1 CONC. BLOCK6-... T -4,1xFL) LVE ON -INSTALL' 1-8' TEE (MJxFL) I-8* GATE VALVE (FLxMJ) CONC. BLOCKINQ INSTALL' I - 8" 90' BEND (MJ) CONC. BLOCKING INSTALL' • • 10 LF 8" DJ. CL. 52 • 2 t!Ir 2 4 190 D 0,./111) ) 65 3'1 CD Fl _ 1 • .1 11 " WAT I t I WITH 2'' SERVICE D.I. 8 LF 10" D.I, • DOUBLE ASSY. IN PER DET EX. 10' W M ET ATR ETE T ONC. V INSTALL' 1 - 8" 6 TEE (MJxFL) 1 - 6" GATE VALVE (FL J) 14 LF 6" DI EXTUNISION I-FIRE HYD. ASSY. PER D TAIL 1-8" PLUG (MJ) - o CONC. BLOCKING II 3:1 Pr TER INSTALL' 1-8")&6" TEE (M&FL) 1-6' GATE ALVE (FLxMJ) 12 LF 9" DI. EXTENSION I-FIRE HYD. ASSY. PER DETh -8" PLUG (MJ) CONC. BLOCKING 5 ) EX.I2' , WATER # - VAL T. 2) 5-- AM ••• • u. 1 INSTALL' EXISTING - x 6" TEE (WWI.) I .7. 6" GATE VA+ VE (Fl xMJ) 22 LF 6" DI EXTENSION ASSY. p l -FIRE CONC. BLOCKING D U W WATERMAIN EXTENSION PLAN INTALL, I - 8" x 6' TEE (FL) I - Er GATE VALVE (FLxMJ) ' I - 6 GATE VALVE (FLxMJ) I - 8" ADAPTOR (FLxMJ) 30 LE 6" DI EXTENSION I-FIRE HYD. ASSY. PER DETAIL CONC. BLOCKING s., 1111111111111j101111 9 111111111 INSTALL' I - 8" •x 6" TEE (M&FL) 1 - 6" GATE VALVE (FLMJI 20 LF 6" DI EXTENSION 1-FIRE FWD. ASSY. PER DETAIL CONC. BLOCKING • I 1 1 I I { I I I 1 I 1 I I II i I I I I I I I 1 I 1 I 1 I 1 I I I I I I I I 1 II 1 I 1 1 1 I 1 I I I I I 1 11 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 11 1 I I 1 ' ' II I ' 21 3 I ' 51 No 18 • INSTALL' I -ayx 6' TEE (MJFL) I - 6" GATE VALVE (FLxMJ) LF 6, DI EXTENSION • i-FIRE HYD. ASSY. PER DETAIL CONC. BLOCKING LEGEND = = = = = = EXISTING WATERMAIN PROPOSED WATER LINE PROPOSED (FUTURE) WATER LINE REDUCER AND GATE VALVE BFND WITH CONCTE BLOCKING TEE WITH GATE VALVE AND CONCRETE BLOCKING PROrOSED FIRE HYDRANT ASSEMBLY NEW SAN. SEWER • /' Co II LLI 1 INSTALL / 2-8" GATE VALVES (FLMJ) I-10 GATE VALVE (FLxMJ) 2-10x8" REDUCERS (FL) I-10" CROSS (FL) 1-10" ADAPTOR (MJxFL) I-10" 45' BEND CONC. BLOCKING EXISTING 12" WATER So 116th \St. . • NEW SEWER LIFT STATION • - En DOUBLE CHECK VALVE ASSEMBLY IN CONC. VAULT PER DET., SEE DETAIL. SHEET 2 LIVE TAP EXIST. WATERMAIN AND INSTALL' I-10x10' TAPPING TEE No- TAPPING GATE VALVE (',LxMJ) CONC. BLOCKING IRRIGATION METERS W/ 2" SERVICE • • To' 0 PS 0 dl (.01 *±" 0. 0 C 0 P OS Siii V • 12111 0 Ai ......, 41 ii =Mali" 2.0' 3/ • Will 11110411 IF-Pri, Ili 101171111001'1111 ffillUVIIIIIIIMIERIS 11111PAIIIIIKIIVIWASINS id MEIN WV Mai IN 2,0' Wilat.14110.0111404 1111134111110/411.1411011111Malltia iv wirgiMATNIMUIRMORIMA filltaialptlititiallail .0 Sismai NU Fil mu taMillii.uuMitlilrkil . hi tiliMiN11111.7101111111MUMI Illfaill WAR Mil Mum Unri.311111RIMilliWil 0• kitillaW11_1;111010i11,111MILIFIll liorWisitatilliistLilialtill lirM 11 01E - 1111113/001M1111131 arfaltitiallatkillINIS InilillIMMIlligIlUsitio , VERTICAL $1.0041110 FOR 16. OWN Ma 5' arl 3/4" 2.0' . ) Min VW " linal Illiiflllt.iugIIIfflm PIERMINCIUMMIll 1117: I 2 Ma liEnal LUG 11131111Maimi1 i tililhilli Ai f = I iiiiiiiii - 18„ .. ,i,, rillillil IIIII11711 9.:.., 1011111111 1 111111111 1101111111111111;111111111111 • WATER NOTES: 7rtner.714.. V.:443:=1=41.4: C. Contractor to furnish all materials. • MWC:2411■1.....4,17= Contractor shall verify all existing utilities in the fic: 2. Contractor shall notify engineer a minimum of 48 hours in advance of all requests for staking, testing or inspection. 3. Contractor is responsible for control required at the time of staking. 4. Contractor shall furnish shop drawings fo: approval where required by the detail specifications and for variation from the engineers design. 5. ' Contractor shall insalt equipment in accordance with manufacturers recommendations and Water District #125 specifications. 7. 6', 8, 10" and 12" ductile iron pipe class 52. 8. Mueller gate valves and Fire. hydrants. 9. Cut-ins and live taps to be made by contractor. Water District #125 superintendent and engineer must be notified 48 hour in advance. 10. Cast iron mechanical joint sleeve couplings required. 11.. Mueller 11-615 tapping sleeve with flange outlet and Mueller H-667 tapping valve with mechanical toint outlet required for live taps. Any exception must be approved by Water District #125 superintendent. 12. Contractor in responsible for verifying all existing pipe types and sizes for couplings, connections, cat-ins, live taps. 13. 3-1/2 foot minimum cover. 14. Developer to pay for state, city and county inspection fees. I 5. Coordinate meter location with Water District # 125 superintendent. 16. Fire hydrants and mains to be operational prior to commencement of construelion. 17. No changes are to be make without written approval by the Water District #125 superintendent or engineer. 18. Refer to conditions and stardards for all remaining notes and details. 13. All Water line Construction shall be Completed in Accordance wIlh Water District #125 and the City of Tukwila Public Works Water Construction & Development standards whichever is more Stringent. / • 6 1 1/2" 0 WASHED ROCK BASE DETECTOR CHECK. TYPE - . 2" ROCKWELL...DB PREC!SION WATER. METER CONCRETE gA Yr t • 11; MAINS. • TAP 8 "ANO LARGER] . 211 OOPPER SERVICE LINE LENGTH AS REQUIRED • TAPPING VALVE WITH MJ OUTLET MUELLER H-661 OR EQUAL. NOTE' ROMAC S S T WITH STAINLESS STEEL FLANGE IS ONLY APPROVED EDUAL. 2 - FLANGE COUPLING AD4PTORS, ROCKWELL 912 OR EQUAL 2- MUELLER GATE VALVES. FLXFL, 0. S&Y 34*X34" MiN CLEAR OPENING W/ GALV STL LID & FRAME PER AASHO hi-20 05ESIGN LOADS LID TO BE CENTERED. 6" MIN CLEARANCE TO VALVE WHEN FULLY OPEN MIN 4'6* - 10'0C WATERTIGHT GROUT 4 8 ALL VAULT PENETRATIONS 3'6' -- 60 12 GRATE AND SUMP., PROVIDE 4" PIPE TO DAYLIGHT OR MIN • 1/4 CY ROCK SUMP IF APPROVED BY DISTRICT ENGINEER NOTES: 1. COVER SHALL EXTEND 6" ABOVE GRADE '. METER BOX .7 I 12' MIN STD. DETAIL No. 3 - CUT. INTO EXIST. MAIN D.S.H.S. APPROVED DOUBLE DETECTOR CHECK VALVE ASSEMBLY HERSEY ODC-!I OR FEBCO 806 TYPE YO 'OR APPROVED Eat/AL. CONC. VAULT- PROVIDE SHOP DRAWINGS .TO ENGINEER PRIOR ,TO INSTALLATION SIZE TO MEET MINIMUM CLEARANCE _ MIN 1o" - 6 12' --- 10•0C z 1 APPING SLEEVE WITH OUTLET, FLANGE MUELLER H -CS OR EQUAL FOR DI ANO CI. MUELLER H-419 FOR AC. NOTE' =TALL STANDAR° 4X 4" CONCRETE VALVE MARKER SEE STANDARD DETAIL NO.5 4111111 W11•111•11111PE 7711 PLAN • NTS i . ickyi lig iii ?II G ST P PLARRp' _ COPPER OR mu LL R COMPRESSION !1•411.1:41 4. SECTION 12' MIN -1 111lat - - , 111 7 3[1111-1z - L-ill -- 4" MIN DETECTOR CHECK TYPE - .1 WHEN VAULT IS NOT IN TRAFFIC AREA. • 2. SLOPE PAVEMENT AWAY FPOM COVER WHEN VAULT IS IN TRAFFIC AREA.. PROVIDE. LID RISER WHEN REQUIRED FOR r;',VEHENT SLOPE. 3 . BYPASS METER TO READ IN CUBIC FF.ET. • N.T.S. sj FLAR D Cteaf,3 OR MUELLER COMPRESSION _ CORP. STOP ROCKWELL 10"x2" DOUBLE STRAP SERVICE SADDLE WATER MAIN STD. DETAIL No. 12 - SERVICE CONNECTION • 1 tr) § 1***. z S. t n a l•:. • i • P4 tEc 14.4-r 2-54gOieeL. • • • Cow. ef,LocK. 541 ACV.LE stocer- 1 ^4 - t wAt44E1, GFO■Vet- er rii.To 10 FT. I) N4Meee duitbk.c.LiTreir.„%%*461416,LLeP.FiKewecwr LArktikt be LocArec KELA,Tiolt4 TO c51 c..extelikuktel Pi* %ttptcgrep 014 Tk4e DRAwit4C20. - d 10%146%0e CtT"( LAtdirea. 14yosto4ry! To. Kkie 2.- 2'z III.1 4Q Pottr 4 I -44/2" PUSAPMFL PORT; (stozrao%4AL.. var# TiAttear Xi tai .v. 0. 1WrIKAM1 (MUELLER HYDRANT OR COML.) W/ OIL BATH RESERVOIR 3 FT. MIN. BEHIND CURB WHEN WO - SIDEWALK EX"ISTS OR PhOrOSED IN COIV. SIDEHA p. K. t PLAN. G • FIRE HYDRANT SETTING DETAIL • culte• Gurrelt. FINt544 pkilatotlatliT .$41M•••••••• ,. ••••••" 114 • ••••12••••••••••••1044•N•0•011.01.16 CmsT moo voki,mwooK (0 ViRECKIPE. GATE. VAI...Ve. cikci 'got Tee. LiktWert .30%2T ClOUGUenli $164.0C1C.4144. MEC14,041C4hL..40iHT N.T.S. • • • Cn 0 4 co U CO • .:(tV(t;;-S,■t. -4..,44416/ • • 4 . • 04;4 - I 11 . I .",21 I -' 14 1 'f./ • ;. N.7 • 111144 / ,iy• PROVIDE THRUST ELOEK £ " 6rogr2 A. HYDRANTS SHALL BE EQUIPPED WITH NO N.S.T. HOSE PORTS AND 'ONE 'Aft. pumFER DISCHARGE PORT At40 SHAU. HAVE A op PENTAGON OPEN OPERATING NUT. HYDONTS SHALL HAVE A 6" M.J. BOTTOM CONNECTION AND 51/4" MAIN VALVE OPENING; SHALL 86 DESIGNED FOR A 42" BURY AND SHALL HAVE 18" ABOVE GRADE MIL TO PUM- PER DI3O4ARGE PORT. 8. TO BE U. L. APPROVED AND HAVE A 2 OPERATING NUT, C. 18" TOP' SECTION CAST IRON VALVE BOX WM SLIDING EXTEMICI4 (RIOI W/TAB$). D. 1 - CAST IRON TEE - Mo.i. X M.J. X F. L. F. 2-3/4" COATED STEEL SHAME RODS. G. k cY - coNo. MIX FOUR IN PLACE To BLOCK mAINTAIN CVARANCE FOR 80LTs. H4 HYDRANT INSTALLATIONS TO ee PER TH15 STANDARD PLAN AND REQUIREMENTS OP TuKwILA MUNICIPAL CODE 14.24 AND CITY ORDINANCE #729, DETAIL. FIRE HYDRANT morel: FIRE HYDRANT GUARD POST DETAIL X. ' I 41" I I , 51 I No.,. 4 do • " & 4 11 ifth• • 4 FIRE HYDRANT TO 8E PAINTED WITH TWO COATS CM "RUSTOLEU 1/659 YELLOW GLOSS, HYCRANTS TO BE MUELLER SAra2415 OR WELLER A-419, OR EQUAL. •yrioNTs CMFORM TO A.W.W.A. SPECIFICATIONS C 502-54) SHALL 3E COMPRESSIO*TYPE AND SHALL HAVE 2-PIECE BREAK- ING PLANGe WITH 8REAKIN3 Tilt 8LE AT THE SWAM LINE OF ---**-- s'n94. HYDRANTS SHALL C.CNFORM 70 Orr ORD1NANcE #729. pu•eex TO FACE STREET OR AS DIRECTED BY FIRE DEPARTte4T. HYDRANT %WA, HAve A SELF DRY SONNET WITH FACTORY FILLED RESERVOIR" HOLOIN4 APPRQX. Ur a otrices OP OIL. OIL RESERVOIR SHALL HAVE NOT LESS THAA TWO "0" RING SEALS. THE UPPER STEM SHALL HAVE A BRASS SLEEVE. • .:-.. VO. COURSE GRAVEL OR GROHS 0 ROCK (3" to it") ELEVATION ffIRIS HYDRANT GUARD POST' *post to valve distance GUARD POST SHALL SE 6' LONG x 9" OIAM ETER PRECAST CONCRETE POSTS OR 8* LON() x 8" OIAMSTER CONCRETE FILLED DUCTILE atom POSTS. PAINT WITH TWO COATS OF fauST•OLEUM Na 271143411 GLOSS YELLOW PAINT. 4 HYDOANI ..4•41,■ FL TEE PLAN N.T.S. N.T.S. tifEPTICAlp 111.0CKING rol .1, 1/4 I/2 BINDS NOTES: 1. ODNCRETE BLOCKING BASED ON 200 PSI PRESSURE AND 2500 PSI CONCRETE • 2. 3/4" 0 RESTRAINING RODS REQUIRED TO MAD Mau FIELD REQUIREMENTS CONCRETE BLOCKING DETA 1.1MEI P IN IMIEMIN 1411 MMEMINIIIIIIII•111111111.114. JUL 2 4 1990 GALVANIZED, THREADED RODS AND PIPE CLAMPS vir VeRTICAL BLOCKING FOR 111/4 22y, 30', 45 AM 90 BENDS N.T.S. 460 430 1101 co 1 : 1 OD 41 , 0 ,. a < • 0 REVISED PER CITY REVIEW