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HomeMy WebLinkAboutPermit PG12-219 - BOW LAKE - SCALE HOUSEBOW LAKE SCALE HOUSE 18800 ORILLIA RD S PG12 -219 City oikukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov PLUMBING /GAS PIPING PERMIT Parcel No.: 3523049037 Address: 18800 ORILLIA RD S TUKW Project Name: BOW LAKE - SCALE HOUSE Permit Number: Issue Date: Permit Expires On: PG12 -219 04/02/2013 09/29/2013 Owner: Name: KING COUNTY- PROPERTY SVCS Address: ADM -ES -0800 , 500 4TH AVE 98004 Contact Person: Name: Address: Email: Contractor: Name: Address: TOM CREEGAN 201 S JACKSON ST, STE 701 , SEATTLE WA 98104 TOM . C REE GAN @KING C OUNPY. G O V LYDIG CONSTRUCTION INC 11001 E MONTGOMERY DR , SPOKANE WA 99206 Contractor License No: LYDIGC *264JC Phone: 206 263 -6476 Phone: 509 534 -0451 Expiration Date: 09/11/2013 DESCRIPTION OF WORK: PLUMBING FOR 881 SF BUILDING (REFERENCE EXPIRED PERMIT PG09 -096). WATER SERVICE PROVIDED BY HIGHLINE WATER DISTRICT. Value of Plumbing /Gas Piping: Fees Collected: Electrical Service Provided by: Permit Center Authorized Signature: $5,696.00 $253.31 Uniform Plumbing Code Edition: 2009 International Fuel Gas Code Edition: 2009 Date: `,i I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performancq/of work. I am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions on the back o Signature: Print Name: CK Ku "p►+P4T" Date: 1 /A/ (3 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: UPC -4/10 PG12 -219 Printed: 04 -02 -2013 • • PERMIT CONDITIONS Permit No. PG 12 -219 1: ** *PLUMBING AND GAS PIPING * ** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 13: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. doc: UPC -4/10 PG 12 -219 Printed: 04 -02 -2013 GpAt, CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 h ttp: / /www. ci. t ukwfa. wa. us (5t PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print** Site Address: 18800 Orillia Road South, Tukwila, WA Tenant Name: Bow Lake Recycling and Transfer Station P-cM it(ti• King Co Assessor's Tax No.: 3523049037/3523049124 Suite Number Floor: New Tenant: ❑ Yes 21 .. No Property Owners Name: King County Department of Resources and Parks - Solid Waste Division Mailing Address: 201 South Jackson St, Suite 701 Seattle WA WA 98104 Name: Tom Creagan Mailing Address: 201 South Jackson St, Suite 701 Day Telephone: Seattle (206) 263-6476 WA 98104 E -Mail Address: tom.creegan@kingcounty.gov Company Name: TBD Mailing Address: City Fax Number: state (206) 263-3001 Zip Contact Person: E -Mail Address: Contractor Registration Number: Company Name: KPG, Inc. City Day Telephone: Fax Number: Expiration Date: Shoo zip Mailing Address: 753 9th Avenue North Seattle WA 98109 Contact Person: Charlie Conway E-mail Address: charlie@kpg.com Company Name: R. W. Beck City shoe Day Telephone: (206) 286 -1640 Fax Number: (206) 286 -1639 Zip Mailing Address: 1001 4th Avenue, Suite 2500 Seattle WA 98154 Contact Person: Karl Hufnagel E -Mail Address: khufnagellarwbeck.com H.UppluatiomlPams- Applications On und2009 ApplialiaMI4009 • Phonbio8-Gas Piping Pauli Appliatimdoe Revised: 1.2009 bi City Day Telephone: Fax Number: sate (206) 695-4509 (206) 695-4701 Zip Page 1 oft • • Valuation of Project (contractor's bid price): $ 5- 4' q Scope of Work (please provide detailed information): Scalehouse �►tit33 *( 19615 Building Use (per Int'I Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Highline Water District B Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: ..,...,i..;T. •s., ,z- :�� ;_` �_h'�_ '� L'.. k;.- ?.!.4.'.� i Bathtub or combination bath/shower ¥0 �r' �'. 0 rxr�ny�;fi?� ,��,`�:� x,'„40:!5.:1::3/ -"Y'-' �" `"Ic2 Bidet ='wc�.- 0 ,- rrT. v_ n'-. L�•r -r:,. -_,7y- �` - ��;ro�� i1 nl Tc T-- GF..,- .pga:;.,_,..�.1 ±ii d �,:'!,3 Clothes washer, domestic • 0 Dental unit, cuspidor 0 Dishwasher, domestic, with independent drain 0 Drinking fountain or water cooler (per head) 0 Food -waste grinder, commercial 0 Floor Drain 2 Shower, single head trap 0 Lavatory 1 Wash fountain 0 Receptor, indirect waste 0 Sinks 1 Urinals 0 Water Closet 1 Building sewer and each trailer park sewer 1 Rain water system — per drain (inside building) 0 Water heater and/or vent 1 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors 0 Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) 0 Grease interceptor for commercial kitchen (>750 gallon capacity) 0 Repair or alteration of water piping and/or water treatment equipment 0 Repair or alteration of drainage or vent piping 0 Medical gas piping system serving 1 -5 inlets/outlets for a specific gas 0 Each additional medical gas inlets/outlets greater than 5 0 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller 0 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter 0 Each lawn sprinkler system on any one meter including backflow protection devices 0 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) 1 Atmospheric -type vacuum breakers not included in lawn sprinklerbackflow protections over 5 0 Gas piping outlets 0 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHOrED AGENT: 7 Signature: - 7b-N. 1 ' n Print Name: b' A C(Q y '�` U' 02.DJ Q V Day Telephon(er2_i� Mailing Address:�� I S • v¶S%i'Eia O h) S'.. t ife I cJ-C ca City Date: U 1 ..—._ 6 9 Smta G Jf zip IDate Application Accepted: 121 ► b I (^ Date Application Expires: (t [ 12, Staff Initials: AG . 1 x:Mppli to Fw .Apptcadws On tine=09 Appacnia811-2009- Plumbig -cn Piping P ut Applitatictsdoe Reviled: 1.2009 bh Page 2 of 2 City o 'ukwilar Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site. hto: /hvww ci tukwila.wa. us SET RECEIPT RECEIPT NO: R12 -03347 Initials: JEM Payment Date: 12/19/2012 User ID: 1165 Total Payment: 828.45 Payee: CYHTHIA ADAMS, KING COUNTY (BY PHONE) SET ID: 1218 SET NAME: BOW LAKE "RENWALS" SET TRANSACTIONS: Set Member Amount M12 -195 M12 -196 PG12 -219 PG12 -220 TOTAL: 233.13 139.88 253.31 202.13 a-3- .13 S21 Lic TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 828.45 TOTAL: 828.45 ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES 000.322.102.00.0 000.345.830 000.322.103.00.0 298.40 165.70 364.35 TOTAL: 828.45 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12.) (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 P6Ez - 19. Project:, Type�Qf Inspection: Address: 1 g:2)qC) (1R Ili LLIA Date Called: N Special Instructions: Date Wa ted:. 1(a~ a:mr p.m. Requester: UJACr Phone No: MApproved per applicable codes. Corrections required prior to approval. COMMENTS: j201tci k_ 4Qro tecJ 942r rt/ i 1tr'YU1 IJ 14=2 f C Ili ail 1 Inspe for: Ark M REINSPECTION FEE RE paid at 6300 Southcenter Cam. c.¢ ..r A WIRED. Prior to / next inspection. fee must be Alvd.. Suite 1014. Call to schedule reinspection. e8-44°-13 • S $QT A h EXISTING FREE RECYCUNG AREA I -5 ON -RAMP 'z - SITE ENTRANCE EXISTING CELL TOWER ACCESS ROAD INTERSTATE 5 SITE ADDRESS 18800 ORILW ROAD SOUTH TUKWILA, Wk 98188 PARCEL 1: 3523049037 3523049124 RECEIVED U G 202012 fUKVWILA PUBLIC WORKS I i • '� r VICINITY MAP 1 PLAN GENERAL ARRANGEMENT SCALE: 1' = 80' • 1. EoLIVEO , `0E0 ;18 2012 InENDER i 80 0 80 160 1 =80 -0 Scale Feet DESIGNED VERIFY SCALE BAR IS ONE INCH ON ANSI '"D" DRAWING 0�1" CHK'D REVISION DESCRIPTION km King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue. Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACILITIES CONTRACT CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION 08 -01 -2013 City of Tukwila Jim IIalgerton, .Mayor Department of Community Development Jack Pace. Director TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. PG12 -219 BOW LAKE - SCALE HOUSE 18800 ORILLIA RD S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/29/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/29/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. PG12 -219 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Far 206-431-3665 PERMIT COORD COP* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -219 DATE: 12/18/12 PROJECT NAME: BOW LAKE - SCALE HOUSE SITE ADDRESS: 18800 ORILLIA RD S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Aidt A uilding Division • O s blic Wort- ii14(1-41- Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12/20/12 Complete 17t Incomplete ❑ Not Applicable ❑ Comments: Permit 'Center -Use Only. .` INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required El No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 01/17/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: . Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with Lal to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name LYDIG CONSTRUCTION INC UBI No. 328046357 Phone 5095340451 Status Active Address 11001 E Montgomery Dr License No. LYDIGC'264JC Suite /Apt.. License Type Construction Contractor City Spokane Effective Date 4/3/1974 State WA Expiration Date 9/11/2013 Zip 99206 Suspend Date County Spokane Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company ther Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LYDIG'J893DQ LYDIG-HUNT A JOINT VENTURE Construction Contractor General Unused 3/18/2011 3/18/2015 Active LYDIGDJ906QP LYDIG + DIX A JOINT VENTURE Construction Contractor General Unused 11/17/2010 11/17/2014 Active LYDIGML901JL LYDIG + MCKINSTRY LLC Construction Contractor General Unused 4/13/2010 4/13/2014 Active LYDIGJV912QL LYDIG-MCKINSTRY,A JOINT VNTURE Construction Contractor General Unused 11/13/2009 11/13/2013 Active LYDIGJV937RP LYDIG /GRANT, A JOINT VENTURE Construction Contractor General Unused 12/17/2007 12/17/2013 Active LCIBUBT934RP LCI BUILDERS TWO LLC Construction Contractor General Unused 12/17/2007 12/17/2013 Active LCIBUB0936QE LCI BUILDERS ONE LLC Construction Contractor General Unused 11/5/2007 11/5/2013 Active OPUSNCL980P9 OPUS NW CONTRACTORS LLC Construction Contractor General Unused 10/29/2002 10/29/2010 Expired LYDIGGP903CS LYDIG GRANT PLATEAU A JT VENT Construction Contractor General Unused 2/10/2010 2/10/2012 Out Of Business OPUSLJV911JB OPUS /LYDIG A JOINT VENTURE Construction Contractor General Unused 4/2/2009 4/2/2011 Out Of Business HUNTLIJ927KA HUNT /LYDIG II, A JOINT VENTURE Construction Contractor General Unused 5/1/2008 5/1/2010 Out Of Business HUNTLJV940JC HUNT /LYDIG A JOINT VENTURE Construction Contractor General Unused 4/3/2006 4/3/2010 Out Of Business Business Owner Information Name Role Effective Date Expiration Date BRAY, MARK D Cancel Date 01/01/1980 12/17/2007 SWARTZ, LARRY J 7 01/01/1980 12/17/2007 GOTTSCHALK, WILLIAM Until Cancelled 01/01/1980 12/17/2007 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 Safeco Ins Co of America 67s000952 04/20/2012 Until Cancelled $12,000.0005/11 /2012 6 SAFECO INS CO 6336052 09/01/2005 04/20/2012 $12,000.0008/30 /2005 Assignment of Savings Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 04/02/2013 in g Count Department of Natural Resources and Parks Solid Waste Division -LAKE RECYCLING AN TRANSFER STATION Kirkland SITE FACILITIES CONTRACT CONTRACT # C00405C09 Redmond Bainbridge Island Bellevue Lake Sammamish Tukwila Issaquah CEDAR HILLS REGIONAL LANDFILL Renton DISPOSAL �. LOCATION Vashon Island Cedar . BOW LAKE RECYCLING AND TRANSFER STATION PROJECT LOCATION Aub am Fox �I land TACOMA LOCATION MAP Enumclaw EXISTING BOW ' LAKE TRANSFER/ RECYCLING STATION VICINITY MAP SEPARATE PERMIT REQUIRED FOR: © Med enicat Iectriral Plumbing City of Tukwila • BUILDING DIVISION IT A COP'S • .-Per m12 X3.7 IX* 24 9 E ppro.val is subject to errors and ornissions. c nstruction documents does not autherizs ti, :. : tion adopted code or ordinance. Receipt c1 w; rcveu 7i d.0 �, y ,� *, is acknowledged: cam' 1/(2,// • City Of 1'irkwila • BUILDING DIVISION REVISIONS No changes shall be de am to the scope of work without prior approval of Tukwila Building Division. Revisions will require a new plan submittal and may include additional plan review fees, KING COUNTY OFFICIALS: KING COUNTY EXECUTIVE DOW CONSTANTINE COUNCIL MEMBERS KATHY LAMBERT LARRY PHILLIPS PETE VON REICHBAUER LARRY GOSSETT JANE HAGUE JULIA PATTERSON BOB FERGUSON REAGAN DUNN JAN DRAGO REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 6 2012 . A--7)- City of Tukwila BUILDING DIVISION RECEIVED DEC 20201Z TUKWILA PUBLIC WORKS RECLIt. CITY OF TtIK..1,i1...,,- flEC 18 2012 PERMIT CENTER PC71Q„:-2.--11 -800-424-5555 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D DRAWING 0 1" D C A REV 6/10/10 1/8/10 1/8/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS DATE CHK'D .. APP'D REVISION DESCRIPTION King County Department: of Natural Resources and Parks Solid Waste Division TECK An SAIL Company R.W. Beck, Inca 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT COVER . SHEET, VICINITY, AND LOCATION MAPS PROJECT NUMBER: C00405C09 SHT. OF: 1 619 DRAWING NUMBER: G011 0 0 >- Lu 0 LL m Lu W C!� 0 OO J U L.L 0 L 0 Lu (/) cn ••■ clg 00839 -20000 0) 1 C.4 C:10 CO 0 'GENERAL •' •0 SERIES GENERAL G011 - 'COVER SHEEL •VICINITY AND LOCATION MAPS • ..G012 7:DRAWING INDEX • .G013 - .DRAWING INDEX G014 •7. LEGEND G015 ABBREVIATIONS. .G016 - GENERAL NOTES AND PROJECT AREA ,BOUNDARY 0017 - • EXISTING CONDITIONS AND SURVEY CONTROL. • . G018 - GENERAL ARRANGEMENT SITE PLAN AND BUILDING :CONTROLS .0019 MU STONES 2 AND 3 SflE ENTRANCE'TRWIQ MANA(;EME" G020.- MRISTONE 2 TRAFFIC.MANAGEMENTTLAN • G021 -. MILETONF 2 TRAmc MANAGEMENT PLAN• • G022•- -.MILESTONE 3. TRAFFIC MANAGEMENT PLAN G023 MILESTONF ,TRAFIQ MANAGEWAT PLAN G024 •MLE.SJONE 3A TRAFFIC •MANAGEMENT PLAN G025 - 141LESTONE 3B TRAFFIC MANAGEMENT:PLAN- G026. - AMLESTONF 3C TRAFIC.MANAGEMENT PLAN. G027 MIL1YONE 3D.TRAFIC •MANAREMENT PtAN• MUSTONL. FXFOT\1G SCALE NMITY krwA ,„, MANAGEMENT PLAN., •G029 -( ;HR1. HAUL AND DISP(Al_. PLAN CIVIL 0,7q.).2FORIJ,H;_:___FNOOT&L_GRADN' AND - SEDItvl ENT CONTROL C011 SITE DEMOLFMN PLAN AND NOTES ...• Q012 SITE .DEMOLTnoN PLAN AND• NOTES 0013 SCALE FA(.21LITY DEMOUM PLAN AND NioTE-i,- co15 MI.I.fSTONE 3A/B/c/n DEMOLFION• PLAN -.; AND COI 6 MftESTONE 2. SITE 'GRADING -PLAN- . . C017 PRE (L AND FAST: SLOPE CAD( P LAN •C018 DRE,--i0AD. AND EAST SLOPE (MANG - PLAN Q019 PRE -.LOAD AND :EAST 'L.OPL (4RADING SECTIO. CO20 FREH.LOAD AND EAST SLOPE GRADRG sECTK*S 0021 PR E7 LOAD. AND EAST SLOPF GRONG•CONTROL SCHta....7 ulry DETAILS CO2 OVERALL FM_ SITE GRAMS PLAN 0023 FINAL • SITE OWING PLAN 0024 FINAL SITE cpArc.W' FLAN CO25 - FINAL- SITE 'GRNANG PLAN CO26 FINAL SITE C4WING PLAN .0O27 SETE GRADING. TIAN CO28. HNAL SITE GRADING PLAN CO29 GRALWG .PLAN 0030. - 'CURBS E PROFILES 00 31 - CURBS F •&• G PROFILES C032 FINAL SffE GRNANG • SECTIONS . .Q033. FINAL E.;ITE GRO NG sE'.c-noNS C034 FINAL !SITE CE00111G SID:flONS C035 .FINAL SITE GRADING SECTIC)NS • . CO36 FINAL SHE. GRADINK CONTROL POINT • ((f LL C037 TEMPORARY EROSION AND. .SEAMENI CONTROL NFRAL NOTES 0038 TEMPORARY. EROSION AND SEDIMENT 'CONTROL C-FNERAL NOTES C039 INITIAL TEMPORARY EROSMI AND SEENENT. CONTROL...PLAN 0.040 wriAL TEMPORARY EROSIN1 AND SEDWIff 'CONTROL PLAN C041 PRE-LOAD ON 41ACF) TEMPORA-RY. ERC&O• AND CONTROL PIA • • • 0042 PRE-LOAD (N--PLACE) TEMPORARY EROSZN CONTROL PLAN ' • • • C() flNii IBPORARY HER(Y,sioN AND .SZDIMLNT. I pLAN co 44 TEMPORARY EM-310N- AND SEDIWNT cm Rot, ", AN C045 1,-UPORARY EROSICA ANn .'3F..TAMETif •CONT 0046 TEMPORARY FRO:CN• AND saY0A-EN-r •.1 P 11 nA r- P C 09 C093 C091 0096 • 0098 C099 rloci „J 1 102 0104 cifv, 1'11. . I C 1 1 1,4.111: „ SFFE wuf R SPE -WATER S • • • SffE..WAJER - • W,,..TER SIJI • WATER • .511:5 WATER SITE WATER sY SUE... WATER. SITE.' WATER • S'Y STIE "'TER • , rvc .I-ROOLES 4 PROFILES PROFILES PROHLES PROFILES !LM. DETNLS EM DEINL3 kGHLINE WATER DISTRICT '("HUNE V'/ [1 DISTRICT , HIGHUNE WATER DISTRICT SITE Wi�R S'*(STEM HIGHTJNE WATER DSTRCT 511 E V,IAJ ER SY FTE M t-1,15 11 UNE WATER 1 1 kt0 )HE. WATER , NOTES AND SCHEDULES SITE WASTEWATER SYSTEM PLAN Si I E ..11VASIFWATEP „.)YSIEM PLAN • -SITE W,?\STEWATER . r 14 PLAN • SITE SYSTE.M P ROFI LE SI Wl\ STE \kATER SYSTEM P R 0 Fl LE .S STANDARD. STANDARD STANDARD STANDARD STANDARD 11.Er1-:1).‘• 1.1L-Oti, \A:1 ,I.-/31:$1R\ 1-0°F-1\AI.9.-1;EA\:(!,:,).T.E,NAT R VAL\/ PjANI, ANE1 r",TAit 510;. vvAsiswi <VC3TI•Tkil SITE VALVE • PLAN AND 3/.21--1E1 L. I OEIbLS DE TAU DEINLS DETAIIS DFT,N.LS OLt •SITF, WASIFWATEI'•:'," .sysTEm SITE VALVE DETAILS. • SITE' WASTEWATER : STO-R.MWATER- COMPRESSED AIR MANHOLES NIDEK;ROUND 1%,4j1.711---PIPE CONDUIT DETAILS SITEVAS EVYJER SYSTEM NOTES-AND SCHEDULES uTi. s R FAG. E • • WA,1 L. SURFACE, • WATER R FACE \MAID • SUR.FA,CE. \NAT. SURFACE WATE• ..SUREAC E V,IATE." ' P r,c-- I'...3Y.STEM PLAN . /STEM PLAN SY.STEM PLAN PLAN SYSTEM PLAN )(STEM PLAN SUFFACE WATER •:••••..',,YSTEM SURFACE.WkEr M SU R ['AC, E.: WATER RI:ACE \WATER SURFACE WA .r) 'YSTEM UR FACE \AI,AlsEP TEM URFACF k1 ATER SYSTEN/I W.ATFR 'STEM . WEM A !Li 'S IEM SYSIE1,,i1 S ED fti ENT .:1 I ,-, 50•7Q 5ERF„..-3_ N Q. - C051 ML[) ONE 2 SITE • PAVM -PLAN C052 - OVERALL. FINAL SITE RWNG PLAN C053 - n.NAL SITE .RWING 'PLAN Q054 f INt saf P/\\V.ING PLAN C055 - FINAL grE -PAVING PLAN C0.56 - FINAL SITE RONG .PLAN 0057 EM/\L 'SITE MANG PLAN C058 ENAL Sfl-E PAVW PLAN 0059. ROAD A PROELE STA -A5+00 TO SIA Al 5+00 0060 - ROAD A PROFILE -S TA 1'5+00 TO STA 32+00.- . 0061 - ROAD B PROFILE. - STA 0+00 TO. . SW 13+00. C062 - FINAL SHE- MING: CURB RETUMIABLES C063 - FINAL SITE PAVING . CURB RETURN. TABLES C064 - 'PAVEMENT- AND SURFACE SE.NONS. 0065 - WSCEUJNWS PNONG DETAILS C066 - TYPICAL • ROAD ovEktAY SEC'TIONS 80-100- SERIES - UTILITIES (WATER AND WASTEWATER) . 0081 UTILITY. SYSTEMS AN D KEY' MAP - C082 - • SITE WATER.. SYSTEM PLAN 0083. SITE WATER SYSTEM PLAN )8 c"-"-. \ c'T • 0085 --. SITE WATER SYSTEM PLAN DESIGNED DRAWN IKS ABG 1 -4 PLAN PLAN PROF11....ES PROFILES PROFILES PROFILES PROFILES PROFILES DETAILS DETAILS OIL/WATER SEPARATOR STRUCTURE SCHEDULE OVERAL.L. • PAVE_M F.N..T `STRIPING, FE N-C IN G, PAVEMENT 1)1 RIPII•4G, .F.ENCING, AND PAVEMENT '...--.•;TRIPING„ FENCIN(2., AND PAVEM H • 'S TR I P NIG - FENCING, ANID - PAVDAENT STRIPING, -FENCING, AND •PAVEM ENT STRIPING, FENCIN G, AND ...CI 37- • .PA\'tMEN STFIPlNC FENCIW, AND • 'PAVEMENT STRIPING. DETAILS • • CURB., WIER AND SOF-AAIALK DETAILS cunER AND. SI DEMMLK . DEALS GUARDRAIL DEIAI, . GUARDRAft:D.ETkLs :FENcE.AND GMT- » oFTAL -...HENaNG AN sIGNA.c.;E•.1J-\.NT: • :-.31G NAG F. • !NUE .cs ';NAG E I NVE DETAILS AND GUARDRAIL GUARDRAIL PLAN- GUARDRAIL PLAN 0 LAP, D RA.I L P LAN GUARDRAIL PLAN GU.ARDRAIL 'PLAN GUARDRAI I PLAN , E. DEIN LS. 0152 r1r7,-2 (-11r1.'„g: C' 0158 C159 C 1 60 0161 „ ..- AN ENTRY AREA . DDQATION•PLAN - ACCESS ROD & MAIN SIT. SCALE AREA Si.(....;I\AGE • SIG`NIAGE LAYOUT • DETAILS • SIGNAGE . AYOI..ft . DETAILS SIGNAGE DUNI Si S.IGNAGE LAYOUT DFTAILS •SIGNAGE IMOt.JT • DETAILS. SIGNAGE LAYOUT' :DETAILS IG NAG LAOJ I DETAILS S IG NAGE I N STALL...ATI° N. DETAILS PI AN. AND DECALS • STRUCTURAL 10 SERIES - GENERAL 3011 STRUCTURAL NO S012 ;'....)TRUCTURAL 0.1,..):LITy ASSURANCE STANDARD sTRucTURAL . DETAILS STAN DA R D • SIR C ILI RAL, • DIE.:IN LS ..STANDARD STRUC.TURAL DETAILS / !N0 Ar NDARD STPIJCTURAL DETAILS - DETAILS 3022 GUARDRAIL/ -1ANDAIL. DETAILS AND LIGHT. GAUGE .FRAMING QUAILS . 3023 - LIGHT CAKE FRAMING DETAILS -100 SE TRANSFER AND ISO BUILDING 3101 TRANSFER/ISO. BUILDING COMPACTOR BAY. 'PLAN. 5102 TRANSFER/ISO BUILDING - COMPACTOR BAY PLAN • REINFORCEMENT AND JOINT LAYOUT 0 3 TRANSFER/ISO' BUILDING. TIPPING AND RECEIVING LEVEI.3 FLOM PLAN . • 3104 TRANSFER/ISO BUILDING TIPPING • .AND . RECEIVING LEVELS -.FLOOR ELEVATIONS 3105 •TRANSFER/TS 0- BOLDING - TIPPING AND RECEIVING LEVE-1.3 MISCELLANEOUS . METAL PLAN 3.106: - TRANSFER/ISO BUILDING GENERAL ARRANGEMENT SECTIONS l on, Jfki, -MAW:TER/ISO BUILDING - ISO FLOOR 'RAN DETAIL S108 TRANSFER/TS° BUILDING - 130 FLOOR PLAN DETAIL .REINFORCEMENT • ci ri TRANSFER/TS° BUILDING - TIPPING AND •RECEIVING LEVELS . - • FLOOR PJAN DETAILS . 31 1 0 - TRANSFER/TS.° BUILDING - COMPACTOR BAY. SECTIONS . TRANSFER/ISO .BUILDING COMPACTOR. BAY SECTIONS. 3112 TRANSFER/LSO BUILDING COWACTOR BAY SECTIONS 3113 TRA \1ST:ER/ISO.. BUILDING COMPACTOR BAY 'SECTIONS • 3114 TRANSFER/ISO BUILDING • COMPACTOR BAY -SEC,TIONS 3115 TRANSFER/ISO BUILDING COMPACTOR BAY :WALL SECTIONS . 3116 - TRANSFER/ISO BUILDING COMPACTOR BAY. • WALL SECTIONS • • 3117 - TRANSFER/ISO. BUILDING COMPACTOR • BAY WALL. SECTIONS. 3118 TRANSFER/ISO BUILDING COMPACTOR BAY COLUMNS • • .3119 • 'TRANSFER/TS° BUILDING WALL SECTIONS AND • ELEV.ATIONS• S1.20 TRANSFER/ISO BUILDING 7 BEAM ELEVATIONS 3121 -« TRANSFER/TS° BUILDING BEAM ELEVATIONS. 3122 TRANSFER/ISO BUILDING BEAkil •ELEVATIQNS 3123 TRANSFER/ISO BUILDING BEAM • ELEVATIONS S124 - TRANSFER/TS°. BUILDING BEAK ELEVATIONS • 3125 TRANSFER/ISO .BUILDING BEAM ELEVATIONS 3126 •TRANSFER/TS0 BUILDING BEAM.. ELEVATIONS ..5 127 1 R,A111:ER/T30 BUILDING MISCELLANEOUS. SECTIONS • 3128 TRANSFER/ISO BUILDING MISCELLANEOUS SECTIONS 3129 TRANISEEVISO BUILDING MOMENT FRAME. FOOTINGS 3130 • TRANSFER/ISO BUILDING vIOMENT FRAME FOOTINGS • 3131 TRANSFER/ISO BUILDING - MN FRAME FOOTINGS 3132 TRANSFER/PS° BUILDING momtNT FRAME FOOTINGS . 5133 TRANSFER/TS° BUILDIN-G TS0 COLUMN FOoTIGs S154 TRANSFER/TS° BUILDING - A-UNE WALL. 19-UNE WALL . 5135 TRANSFER/TS° BUILDING P--LINE 'WALL 207LNE WALL, AND O-LINE 'WALL 3136 TRANSFER/ISO - BUILDING M -LUNE NALL 313 / TRANSFER/ISO BUILDING SOUTH PUSH ANAL S138 TRANSFER/ISO- BUILDING - TIPPING WALL • . 3139 TRANSFER/MO BUILDING - MISCELLANEOUS . SECTIONS 3140 WA LOADING DOCK 'RETAINING WALLS • .314-1 NPA• LOADING DOCK RETAINING' WALLS • 3142 TRANSFER/ISO BUILDING - SPA ‘AIALLS . S14$ TRANSFER/T30 . BUILDING - TOP LOAD BAY . WEST \NALL S144 TRANSFER/TS° BUILDING - TOP LOAD BAY EAST .WALL S145 TRANSFER/ISO BUILDING MISCELLANEOUS ...METAL •ARMOR PLATE 3146 TRANSFER/ISO BUILDING MISCELLANEOUS METAL TOP LOAD & • COMPACTOR CHUTES . 5147 TRANSFER/ISO BUILDING - MISCELLANEOUS. METAL - TOP LOAD BAY •BACK. PLATE • • S14-8 TRANSFER/TS0 BUILDING MISCELLANEOUS METAL . POST • AND CHAIN • 3149 TRANSFER/1SO BUILDING - MISCELLANEOUS METAL POST AND CHAIN • TRANSFER/TS° *BUILDING - MISCELLANEOUS. METAL MISCELLANEOUS DETAILS 5151 TRANSFER/ISO- BUILDING -• TRUCK WASH . BULL •RAIL, ',IPA DEBRIS • WALL 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS VERIFY SCALE SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A REV 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 1/8/10 7/31/09 DATE • IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS IKS CHK'D KRH • ISSUED FOR CITY OF TUKWILA PERMITS APP'D REVISION DESCRIPTION 200 SEJ .S201 - • 32.02 3203 - 3204 - 3205 3206 . - r9q7 - 3208 - 5209 3210 .S211 - TRANSFER AND ISO BUILDING TRANSFER/TS° BUILDING TIPPING &. RECEIVING LEVEL :)1 ,\N TRANSFER/ISO 'BUILDING ISO LEVEL PLAN TRANSFER/ISO BUILDING ROOF LEVEL PLAN TRANSFER/ISO BUILDING ENLARGED FLOOR PLAN EQUIPMENT 8c LOADING LEVELS ISO 3UILDING ENLARGED FLOOR PLAN ISO LEVEL PLAN ISO BUILDING ENLARGED FLOOR PLAN ROOF LEVEL PLAN ISO BUILDING PENTHOUSE ROOF AND MECHANICAL PLAN • TRANSFER 3UIEDING EAST & WEST WALL FRAMING ELEVATIONS TRANSFER BUILDING NJ0RT & SOUTH WALL FRAMING ELEVATIONS TRANSFER BUILDING MOMENT FRAME ELEVATIONS . TRANSFER • BUILDING MOMENT FRAME ELEVATIONS King County Department of Natural Resources and Parks Solid Waste Division • ..S212 • 'TRANSFER • BUILDING MOMENT FRAME El INS • .3213 -7- ..TRANSFER • BUILDING MOMENT FRAME EnATIONS • 3214 - TRANSFER. BUILDING .i\-10MENII FRAME .DETAIL0 5215 - . TRANSFER BUILDING - MOmENT • FRAME : DETAILS 9216 - TRANSFER BUILDING MOMENT. FRAML)ETAILS • 3217 - TRANSFER BUILDING FRAME.. DETAILS S218 TRANSFER BUILDING MOMENT • FRAME DETAILS S2.19 TRANSFER BUILDING BRACED FRAME ELEVATIONS 3220 TRANSFER BUILDING BRACED FRAME DETAIL:, . S221 ISO. BUILDING WALL • ELEVATIONS • . 5222 ISO- BUILDING ..BRACED . FRAME..ELEVATIONS 5223 - 150 BUILDING BRACE FRAME ELEVATIONS . • S224 - • ISO. BUILDING BRACED .1:1RAME DUALS . • 3225 ••••-- .ISO BUILDING :BRACED...FRAME DETAILS 3226 - 10 BULDN0 • )-AC,.-4. • FR /WE E 'DETAILS • • .3227 ISO BUILDING. BRACED_ FRAME DETAILS 3228 130 .• BUILDING. FAN.. COLUMN ELEVATION I$ AND. 3229 TRANSFER BUILDING 1-10RIZONTAL 'BRACING 1:-LA-f\ls .S230 - TRANSFER BUILDING. HORIZONTAL BRACING DETAILS:. - 5231. :TRANSFER BUILDING HORIZONTAL ...BRACING :DEI:AILS • 3232 -- 'TRANSFER 'BUILDING . HORIZONTAL BRACING. .DETAILS • .3233 - TRANSFER. BUILDING .SKYLIGHT.. PLANS. AND•.DETAIL..3..• . S234 .-.• TRANSFER ...BUILDING .SKYLIGHT .PLAN .AND 'AILS 3235. - 'TRANSFER/ISO .BUILDING .SKYLIGHT PLAN AND• S236 - TRANSFER BUILDING. FRAMING .DETAILS .5237 -7...TRANSFER BUILDING ••ERAvIING DETAILS 3238 - TRANSFER ...BUILDING FRAMING •DETAILS • -3239 -- TRANSFER. BUILDING FRAMING DETAILS.. 3240 - ...TRANSFER/ISO BUILDING FRAMING...DETAILS .3241- • • TRANSFER BUILDING FRAMING DETAILS • • 3242 •-•- TRANSFER 'BUILDING FRAMING DETAILS S243 - • TRANSFER...BUILDING.. FRAMING DETAILS . .3244 - • TRANSFER/ISO BUILDING• FRAMING. ..DE.TAILS. • S245. - •TRANSFER/ISO 9246 -- TRANSFER/TSO . • 3247 - TRANSFER/TS° -5248 "7. TRANSFERITS0 3249 . S250 $251 3252 . BUILDING PAMING DETAIIc‘ BUILDINC.3. FRAMING DETAILS BUILDING :FRAMING.. DETAILS BUILDING. FRAMING ...DETAILS- :TRANSFER/TS° BUILDING .ROOF MECHANICAL .SUPPORT TRANSFER/TSO . BUILDING •ROOF MECHANICAL SUPPORT. TRANSFER/ISO. BUILDING ..ROOF PLAN .- WIND LOADING TRANSFER/ISO. BUILDING ELEVATIONS --- WIND &;"SNOVi NORTH -& .V/EST • . - 5253 - •...TRANsFERIrso-BUILDING ELEVATIONS WID DINE . . E.AST • • • • • 3254 TS0 BUILDING BREAK ROOM • PLAN. & DET S255. • - .130 • BUILDING STAIR FRAMING. STAIR -.Y 3256. TRANSFER/ISO. BUILDING STAIR FRAMING ''-‘7A1P. • S257- 1-ANSFER/I50 BUILDINIG STAIR. DETAILS ... S258 - TRANSFER/T00 BUILDING STAIR DETAILS 5259 TRANSFER/TS° • BUILDING EXTERIOR STAIR FRAMINk"; STAIR S260- TRANSFER/1SO . BUILDING EXTERIOR .STAIR DETAlLS .... S261: - TRANSFER/T50 BUILDING EXTERIOR...STAIR DE AILS: 3262 TRANSFER/ISO BUILDING MISCELLA \JEWS DETAILS • Ss2271 NORTH PROCENG AREA FLOOR PLAN 72 N 0 H PROCESSING AREA ROOF. PLAN S273 - NORTH PROCESSING AREA WALL .ELEVATIONS .3274 - NORTH PROCESSING AREA BRACED FRAME ELEWXNS S_75 .- NORTH PROCESSNG AREA DETAILS 3276 • NORTH PROCEING •AREA DETAILS L.OADING- 300 SERIES - SCALE .FACILITY SZ.)01 - .(,'>CALE FACILITY GENERAL ARRANGEMENT - • SCALE FACILITY GENERAL. ARRANGEMENT S302 3303 3304 3305 S306 5307 3308 S309 5310 3311 3312 3313 3314 S315 S316 S317 3318 S319 - SCALE FACILITY SCAL _El FACILITY - SCALE FACILITY -; SCALE FACILITY SCALE FACILV SCALE FACILITY - SCALE FACILITY - SCALE FACILITY - SCALE FACILITY - SCALE FACILITY - SCALE FACILITY SCALE FACILITY - SCALE FACILITY - • SCALE FACILITY - . SCALE FACILITY - SCALE: FACILITY - SCALE FACILITY WEST EASf GENERAL ..ARRANGEMENT SECTIONS .GENERAL ARRANGEMENT 3 C.:TI0N.13 FOUNDATION .PLAN . 7 WEST. FOUNDATION. PLAN • • EAST: FOUNDATION-- DETAILS. FOUNDATION .DETAILS UNDERSCALE SLAB PLAN FOUND/8,110N.: DETAILS • SCALE ..HOUSE • PLANS SCALE 1-10USE PLANS • SCALE HOUSE • SECTIONS' • SCALE HOUSE DETAILS SCALE: HOUSE DETAILS SCALE HOUSE DETAILS . SCALE. 'HOUSE DETAILS - SCALE. -HOUSE DETAILS. SCALE HOUSE DETAILS 400- .SERIES . R•CYCLING BUILIMG 3401 SOUTH PROCESSM AREA -.SLABS PLAN S402 SOUTH PROCESSIIC :AREA.. SLAB DEINLS 3403. "1- RECYCLING BUILDING EOUNDATIN & •ROOF S4•4 . -• • RECYCLING BOR1ANG DETAILS 3405 RECYCLING BUILDING DETAILS ECK An SAIC Company R.VV. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 REVIEWED FOR ODE COMPLIANCE APPROVED • DEC 26 2012 City of Tukwila BUILDING DIVISION 01 A \I V,03 S505 3506 Jou, ',D01.)[ - RETIOHNG WALL G F,;ETAINING WALL H -;;ETAINING WALL. J. . RETAIN ING. WALL. j RETAINING WALL. J RETAININIG WALL-- K RETAINING WALL L NEOUS• STRUCTURES TRAILER YARD TRUCK PADS . 'ThIERATOR/FUELING STATION FOUNDATION SIGN •BRIDGE • . SIGN BRIDGE FOUNDATION SIGN BRIDGE ,,,,CRETE BARRIER CONCRETE- BARRIER ARCHITECTURAL rnr 1-7c1 n7 UCTURES -•• BUILDING CODE. SUMMARY 7 C,OMPACTOP, LEVEL TRANSFER/ISO BUILDING - CODE SUMMARY -•-• TIPPING AND RKEIVING LEVELS ISO. BUILDING - CODE SLIvIMARY •-- EQUIPMENT AND • LOADING. ELS • • ?/.4 1 -I) :BUILDING. -- CODE SUMMARY ISO LEVEL )1 SCALE 'FACILITY &- RECYCLING BUILDING CODE SUMMARY FLOOR ,AANS 10 'SERIES. - ARCHITECTURAL GENERAL • AR:CHTECTURAL •GENERAL • ARCHITECTURAL GENERAL NOTES •OODE NOTES •& LEGEND A012 ARCHRECTURAL GENERAL - WALL TYPES SCHEDULE Aoi 2,I11F..-::01-luEICIT t..1RAL -.GENERAL WALL.. FLC:i.OR & ROOF TYPES 1:',014 ARCHITECTURAL .GENERAL DOOR • TYPL r SCHEDULE A01 !•3 ARCHITECTURAL • GENERAL WINDOW 1)(PES & SCHEDULE .A016 ARCHITECTURAL GENERAL OPENINGS SCHEDULE • • r ' H - A017A. ARCHITECTURAL GENERAL - OPENINGS SCHEDULE NJ IrovuN .1 :)„,; :DOL.f;: . n10 L, ›IITECTURAL GENERAL. RECESS SCHEDULES . 1-0CHITECTURAL GENERAL. ARCHITECTURAL. GENERAL. - . AR.CHITECTURAL GE \IERAL ARC HITFCTURAL GENERAL • - .AR•(..1--IITECTURAL • GENERAL :- ARCHITECTURAL GENERAL --- HIRE EXTINGUISHER FLOOR INTERIOR SIGNAGF •SCHEDULE MEMO R SOME -TYPES INTERIOR 9GN11GE & DETAILS CASEWORK DETNLS CASEWORK DETAILS CASEWORK DEJA11.5. -100 TRANSFER AND. -ISO BUILDINGS 0 - 0 BUILDING • FLOOR PLAN - COMPACTOR • LEVEL TSO BUILDING - 'HORIZONTAL. •CLEARANCF:: PLAN --- COMPACTOR LEVEL • . TRANSFER/ISO BUILDING FLOOR PLAN TIPPING & •REcEIVING '1511,JUNG - • FLOOR .PLAN. FOLPMENT & LOADIK LEVELS TS0 8URIANG - FLOOR PLAN - 1,..k LEVEL TRANSFER/TS° • BUDJANG - .ROOF PLAN ISO •BORDN.G - FWARGED HOOF & P.N.HdOUSL PLANS . TRANSFE.R/I0 BUILDING - .I12,KTF.RJ1 1 . EIJ'73./AllONS SOUTH• & A I 1 9 A , r, 6125 A126 A127 A128 A129 A131 TRANSFER/ISO BUILDING .- EXTERIOR ELEVATIONS NORTH ($6• '0177 . TS0 BUILDING & PENTHOUSE - • ENLARGED EXTERIOR ELEVATIONS TRANSFER,/TSO BUILDING -• ENLARGED D',TERIOR ELEVATIONS TRANSFER BUILDING - ENLARGED EXTERIOR ELEVATIONS • :TRAI\ISFER BUILDING BUILDING SECTIONS NORTH 61.' 'SOUTH TRANSFER BUILDING - BUILDING SECTIONS -- EAST & WEST SO BUILDING - LONGITUDINAL BUILDING • SECTIONS COMPACT° BAYS -ISO [MMHG - LONGITUDINAL COMPACTO•R SECTIONS. VERTICAL CLEARANCE PROFILES ISO BUILDING - LATERAL BUILDING 'SECTION 130 BUILDING LATERAL BUILDING sEcTION 1.3() BUILDING• - LATERAL BUILDNG SECTION TS0 BUILDING -- BUILDING SECTIONS ISO BUILDING - BUILDING .SECTIONS Tc" '10 *BUILDING - PENTHOUSE ..SECTIONIS DETAILS TRANSFER BUILDING 7 WALL SECTIONS TRANSFER BUILDING. - WALI.. SECTIONS TRANSFER/TS0 BUILDING - WALL SECTIONS TRANSFER/ISO BUILDING- WALL SECTIONS TRANSFER/ISO BUILDING - WALL SECTIONS TRANSFER/T90 BUILDING -7- WALL SECTIONS ANSFER/ISO BUILDING - WALL SECTIONS • BUILDING - FASCIA SECTIONS & DETAILS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWING INDEX •(#1-wai RLGLiv CITY OFTUKIA411,N nEe 18 2012 PERMIT CENTER PROJECT NUMBER: C00405C09 1- 800 -424 -5555 SHI. OF: 2 619 DRAWING NUMBER: G012 Dry Indc� ex.dww A- D \12_PGP_Scale \F_GO13 • ••■•• 8 00 CO Greenberg, Allisona — • ARCHITECTURAL, CONTINUED. 100 SERIES 7- TRANSFER AND ISO BUI L r GS Al 41 • . ISO HUH .„D I N G -- STAIR • PILAW.; A142 TRANSFER/ISO BUIL.DING PLANS • • Al 43 7 •RANSFER/ISO BUILDING -- • STAIR 'SECTIONS & • DETAILS. • Al 4-4 'TRANSFER/ISO LJ L. DING -- • R SECTIONS. ,Qi• • -III)EfAil„.5 Al 45 TRANSFER /T":".;0 BUII_DING 7-- • LIDDER ELEVATIONS & DETAL3. . Al 46 -• ISO BUILDING • ELEVATO HOISTWAY ENLARGED FIL.ANS ELEVATION S Al 47 ISO • B IJILDI NIG ELEvxr R 1-LCISITWAY ENL,A.RG ED • PLAN= LEVATION & SECTIONS . Al 48 • Tso BuiL. D NIG --- • ELEVATOR HOIST-WAY D ETA • A149 - ISO • BUIL.DING ELEVATOR CAR -- GENERAL -A.RRANCEMENT - .A151 - ISO BUILDING .--. P - • • 'COMP/AC.1:0R. LEIVEL • A152 TRANSFER/TSO BUILDING --- 'AREA PLAI.E -7. EQUIPMENT JLIt I• • • • • . • • • . • A153 - TSO -BUILDINIG --- AREA PLANS • ISO LEVEL A154 .7-- 'ISO BIJILDING -- AREA PLANS 7 1 S0 LE.VE1 • Al 5L-.5- ---•- TRANSFER BUILDING • -- RE_ELEC,TED • C, Ed N [ILAN . T FIT I IN -& RECEIVING 'LEVELS Al BUILDING • --- REFLECTED CEILING. PLAN C 0 M f"ACITO - A157. TRANSFER /ISO BUILDING •- REELECTED •CEILINKIi PLAN • • A164 Al 65 Al 56 A167 AI 68 A171 A172 Al 75 Al 74 /VI 75 .A-176 A177 A181 Al 82 Al 83 A18,4 A185 .A186 A187 A188 A191 A192 A193 NO KIERIOR INTE:RioL; BLEDING • 7 INT[RIOR BUILDING --- INTERIOR ISO BLJILDINIG INIFERIOR TRAN3FER/T50 BUILDING -- TRANSFER/1SO BUIL.D I G IRAN SEER/TS0 BU ILDI G IRA?NSEER/I50 . BUILDING TRANSF"[R, /TS° BUILDING TRANSFER it ISO BU ID NG -- TRANSFER/ISO -- TRANSFER/ISO sTRANSEE.R/T50 -IRANSFER/10 7 TRANSFER/ISO TRANSFER/ISO TRANSFER/ISO IRAN S EER/ISO TRANSFER/ISO U11.1.)IN DETAILS TRANSFER/ISO BUILDING DETAILS 7 TRANISIL UCIENT TRANSFER/ISO BUILDING DETAILS --- TRANSLUCENT TRANsFER/ISO BUILDING DEIALLS 7 TRANStijr2,ETIP ASSEMBLIES Al 94 TRAINSEER/ISO BUILDING --- DE.. AILS ASSEMBLIES A195 'TRANSFER/1SO 6UIEDIN• A196 -•-• TRANSFER/T30 BUILDING' A197 TRANSFER11T50- BULDING Al 98 TRANSFER /ISO BUILDING; A199 -- ISO BUILDING -7 FINISH BU NO - BU H3 NG BLW.:DING 7 BUILD N G BURJ:`,ING - BU 0 7- BU ftDI G BUH.DING -• EI....•VATIONS LEVAT IONS II:II_EVATIO NS rc.I.L.EVAII fl j' ELEVATIONS DOOR DETAILS NOR DETAILE OVERHEAI) DOOR 1 AILS DOViV DETAILS WINDOW D ETAI OPENING DF:FA0....3 opmNG DETAILS DETAILS - TRAINSFEL BIA.DING 1-17.1n • • p; PLA._N- DETAILS PLAN D ET/I\ ILS • P N D tAIAL.L. DETAILS DE:LAIL:3 DI 1Dr-(11: 7 METHANE BARRIER F'LAN. - Mr-THANE. BARRIER. 1,..)FTAILS • • 7 BIRD -DETERRENT DETAIL.S • . 7 C.:IUTT ER • . R IDGI El VENT D ETA! DETAILS . • 200 SERIES - PROCESING AREA A901 • - NORTH PROCESsING- AREA - A207 - NORTH PROCESSING AREA - A211 7- NORTH PROCESNG AREA - • A221- - NORTH PROCESSING AREA . ..... EIJNATIONS & DETAILS A231 NORTH PROGE3SING • AREA -• A2ci NORTH PROCESSM AREA - FLOOR P Rum: pLAN rx-rf.,RioR *ELEVATIONS B I LDI 0 NI INTER F'%. WALL III:II 0 IN S DLTrA L. 300_ SEIRIES_-_-KALLEACILITY: • A300. SCALE • FAciLlif PLAzA PLAN A301 EAC I LIPI/ .7 FLOOR & R HIl....ECTE C EI N pLANs. A302 - SCALE FACILITY '7 ROOF PLAN 6,f DETAILS. • A303 • --- • SCALE FAG I L VIY M ETHAN F R ER . P A.3.11 SCAL.E. EACH !TY EXTERIOR & NORTH & SOUTH • A312- •-• SCA I._ E., FACILITY -- EXTERIOR [ LE:VAT! •-• FAS:F. & NEST A321 -- SCALE F.:AGO ITY -- BUILDING SECTKAS A331 SCALE FIIIkCILITY '4VALL .53:CTI(DINS A361 SCALE FACIL.ITY INTERIOR.. ELEVATIONS A371 SCALE FACILITY • . DOOR DETAILS A372 SCALE FACILITY WI NDO"N DETAILS .- A381 SCALY' FACILITY 7 DETAILS • • - A391 SCALE FACILITY -7 PNEUMATIC TUBE SYgEM ol '\."7 A (717'1'1 0 • • 400 _..SER(E.5.... -7' • M ISO-Ct.:LAN O,iS --• S TRU., URFS • ---.7 RECYalING- -BUII !NG • ----• FLOOR. PLAN; REELEC-1FD CEILING • PLAN •& • -.. METHANE. :BARI-RI IR • 1AN. -.R.FC;YCLING • BUILDING. -.7 ROOF -.PLAN. • & BUILDING SECTIONS •REC`.(CILIIING. R H C --. • EXTERIOR & INTERIOR ,EL..EVATIONS B-UIL.CG -77 'NALL • SECTIONS DETAILS • A An m•C.3. A • N1f)(,‘ Di: 1..,1A • ccfp: iyi\JIY::: (\AP t,,y; OVE.R ALL LION D SC A,.P It... PLAN. LANDSCAPE ,PI.. AN • LA.NDSC.APE PLAN LANDSCAPE PLAI-.1 AN DSCAP E pl....AN • -1.._ANDSCAPE PL.ANI • PLANT SCH ED I..1L.F • .AND DETAILS ..LANIDSCAPE D ETA: .S Rh; 1 I IRRIGATION PLAN • IRRIGATION P L12....3 • -- IRRIGATION PLAIvi. 1_124- • . • IRRIGAII ()NI PLAI\ L., I 25 • IRRIGATION D -)Lid F CEMENT REPLACEVI.:.:NT... PLAN LL REPLNXNENT PLAN • TREE RFPLACEMENT DETAILi MECHANICAL• 10 SERIES • -.GENERAL . MO11. •-' MECHANICAL LEGENDS M012. - 'MECHANICAL SCHEDULES..- SHEET .1 .M013 MECHANICAL SCHEDULES - SHEET 2 M01- MECHANICAL SCHEDULES 7 .SHEET 3 . M015 - MECHWAL SCHEDULES • 7- SHEET. 4. M016 :MECHANICAL SCHEDULES - 'SHEET 5. M017 -NREG.COMPLIANCE ..AND. MECHANICAL 'ABBREVIATIONS.. .M018 7- • MECHANICAL DETAILS • -c-v •c, - L.EV DRAINA'-23, PLAN II.RA.NSIFEIR /ISO FILIII.DING 4 I, C M IRACT() R P P I G/ R EC E IV; NO 7- WEST • M FLACTO R E PPING/R EC E IV! N G • LEVEL -- DRAINA.CE PLAN --- EAST -TRANSFER/ ISO BUILDING TIPPING,/RECEIVING LEVEL I-- MECHANIC/Q. I"LAN TRANSFER /ISO Bt.iILDING ISO __EVE. /IP PING/RECENING LEVEL -7 • I iPpr: .r..? I F\IFI MECHANICAL PLAN TRANSFER ./ISO hilECHANICAL ROOF PLAN 'IR.AN3EERITS0 LiILDING EXTERIOR ELEVATIONS -EAST & WEST 'TRANS:TR/ISO ',JIM...DING ENLARGED EL. EVATION AND WALL SECTION IIR,ANSFEIR GUILII);ING - NORTH PROCESSING AREA, NECHANICAL PL.AN M109 77 TRANSFER/ISO BUIL.DING DOWNSPOUT DRAIN, HOSE REEL. AND TArH • H 1 1-pf\mq-r nif-,.1.0, PIPE DROP 'RISER • SUPPORT DETAILS • L . _v N v •A `.< • A II DRAINAGE . , FOU NIDATIO.NI PLAN . • •-- BUILDING ( )MPAC•TOR LEVEL -ENLARGED WATER AND DRAINA,G1-: / Di AM • . 2A. • P., L.D I LPVEL ENLARGED WATER AN') [) RA I NIAGE PLAN - • 113 -- • • B L DING ) PACTO R . LEVE1 • 14. E3UI LD I N G LEVEI. kfil --- :ISO BLJ I LDING 11 C FQ EVEL 1.5 --.- • BUILDING (..-‘;,--.).MPACIOR LEVEL • 1 7.- ISO BUILDING .COM.PACIOR-... LEVEL. . 11-7 •-- • TS() BU 1.J); N C; C ')1 1[ AC:TOR I...EV EL BUILT)ING LE.VEL. hiv11 Tc,:o FZA 11)..0E. • PLA.N • M•172 -77 ISO BUILDING hill 7.3 . 1S0 BUILT NIG p LAN• . M1 '24 •• T30 . TIPPING', /RECEIVING . LEVEL AREA FLuMBING PLANS M.124A TRANSFER/ISO BUILDING.. TIPPING/RECEIVING •LEVEL. MISTING ROOM. • PLAN . 1S-0 BU ILD IN G iPPING/RECFIVING LEVEL 1•PU/DUST COLLECT() AREA P LU M B N G PAN f?, M125A TSO BUILDING I TIPPINIO/RECEIVING •LEVEL.. LOADING AREA- ENLARGED PLUMBING . 130 BUILDING TIPPING/RECEIVING LEVEL. I-IPU /DUST • COLLECTOR AREAT-IVAIC PLW F.NLARGED • HVAC PLAN AREA PLUMBING P LAN AREA PLUMBING PLAIN AREA • HVAC .PLAN BUILDING SECTIONIS VAULT DETAILS BUILDING SEC,TIONS LEVEL ENLARGED WER AND "II III) PI NG /R. EC E_IVI N G LEVEL ENLARGED •HVAC PLAN TIPF'ING /RECEIVING LEVEL. ENLARGED I"LUIEING . M127 '7 TRANSFER/ISO BUILDING TIPPING/RECEIVING LEVEL DUST• • • COLLECTION. -SECTIONS M128 TRANSFER/TS0 BUILDING :ISO ROOF LEVEL SOUTH E.1EVATION HVAC • M129 TRANSFER/ISO BUILDING COMPACTOR/LOADING AREA SECTIONS M131 ISO BUILDING ISO LEVEL. ENLARGED WATER AND DR/IN/VT PLAN M1.32 ISO • BUILDING ISO LEVEL HVAC FLOOR PLAN 7 WEST • M133 7 ISO B(JILDINIG ISO LEVEL HVAC FLOOR PLAN - EAST hA134 7.7 ISO BUILDING ISO LEVEL. MECH ROOM. ENLARGED HVAC PLANS AND ELEVATIONS M135 17.30 BUILDING •ISO LEVEL MECF ROOM ENLARGED PIPING PLANS AND F LEVAT ON M I 36 ISO [3UILDING. ISO LEVEL PLUMBING FLOOR PLAN -- WEST M137 ISO BUILDING ISO LEVEL PLUMBING FLOOR PLAN 7 EAST M138 IRANSEER/ISO 3UILDING ISO ROOF LEVEL ENLARGED HVAC PLAN M 39 ISO BUILDING MECHANICAL • SHAFT SECTIONS AND DETAILS M141 7 ISO BUILDING -50 HVAC DIAGRAMS -- HYDRONIC AND AIRSIDE IC 47 TRANSFER/ISO BUILDING RAIN WATER/NPW BOOSTER SYSTEM SCHEMATIC DIAGRAM 1 43 \WASTEWATER DRAINAGE CONTROL AND MONITORING SCHEMATIC DIAGRAMS M144 hilISCELLANEOUS CONTROL AND MONITORING SCHEMATIC DIAGRAMS M145 TRANSFER/ EMP L.VEE BUILDING HYDRONIC SYSTEM .DIAGRAM -- PART 1 M146 TRANSFER/EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM -- PART 2 . M147 MECHANICAL TEMS SEQUENCE OE OPERATION:3 M 1 48 MECHANICAL. SYSTEMS SEQUENCE OF OPERATIONS • M151 TRANSFER/TS° BUILD NG WATER SYSTEM SCHEMATIC .-- PART 1 M1.52 TRANSFER/TS° BUILDING .WATER SYSTEM SCHEMATIC -- PART 2 M I 53. TRANSEER/ISO I3UILDING WATER SYSTEM SCHEMATIC 7- PART 3 hill 54 TRANSFER/ISO BUILDING 'WATER SYSTEM SCHEMATIC -- PART 4 M155 TRANSFER/TSO BUILIPC DRAINAGE SYSTEM SqlEVATIC hA156 TRANSFER/ISO BUILDING WASTE AND. VENT RISER DIAGRAtkil M1 61 IRAN SFER/EvIPLOYEE BUILDING DUST AND ODOR CONTROL MISTING SYSTEM •.I; PLAN . • M.162 TRANSFER/ISO BUILDING DUST AND ODOR CONTROL. MISTING sYsTEmS. SECTION M163 7 TRANSFER/ISO BUILDING DUST AND ODOR CoNTROL .MISTING SYSTEMS SCHEMATIC M171 • : TRANSFER/ISO BUILDING RAINWATER VAULTS M172 7 TRANSFER/ISO BUILDING TIRE WASH/RAINWATER PLAN /17 7 TRANSFER/ISO BUILDING TIRE WASH VAUE_T PLANS AND SECTIONS h..4191 --- TRANSFER/R=30 BUILDING FIRE SPRINKLER PLAN ANID CRITERIA M 1 92 7- ISO BUILDING COMPACTOR LEVEL FIRE SPRINKLER PLAN 4 193 -- TRANSFER/ISO BUILDING TIPPING/RECEIVING LINO FIRE SPRINKLER PLAN • • 1 194 -- TRANSFER/ ISO BLJILDING T50 LEVEL/TIPPNG/RECEIVING UPPER LEVEL EIRE SPRINKLER PLAN M195 FIRE PROTECTION SPRINKLER SYSTEM SCHEMATIC DIAGRAMS 300 SERIES SCALE FACILITY M301 - SCALE FACILITY PLUMBING PLANS m3o2 - SCALE FACILITY I-1VAC PLA.NS M303 - . SCALE FACILITY HVAC SECTIONS 400_SERIES_L-1_MISCELLANEOUS STRUCTURES .M401 7 RECYCLING BUILDING HVAC & PLUMBING PLANS AND PIPING DIAGRAM M431 FUELING STATION PLAN M432 FUELING STATION SECTIONS ELF/JR CAL 19750 - GENFRAI 3011 gIN LARD FlECTIRICAL SYMBOLS AND ABBREMAIIONS 4:017 - UPAINMRE .901-FDLILE - E013 - ENERGY- COMPUANCE. FORMS - . UGHTING. . . 3014 • - ELECTRCAL ONE---LINE DIAGRAM - • POWER • 3015 - GAS MONITORNG SCHEMATICS • - F01 MIL IN TN 'ISER G M 3017. • • T--RANSFER/ISO SCALE -.FACILI INTRUSION, FIRE ALARM & .DETECT1ON •DIAGRAMS DETAILS. . d',AL _LJ ANE_ 3, 1)1 LS L21 ELECTRIC&SCHEDULES 7 'PANEL SCHEDULES • . . E:072 - ELECTRICAL SCHEDULES 7 PANEL •KHEDUL.ES, E023 7 ELEC.:TRICAL SCHEDULES EQUIPMENT CONNECTION SCHEDULES 024 ---- ELECTRICAL SCHEDULES 7 CONDUIT SCHEDULES 3030 -- • El ECTRICAL SITE PLAN 7 LIGHTING 3031 •-• ELECTRICAL. SITE. PLAN - POWER & SIGNAL. E039 7 TRANSFER/TS° REDING GROUNDING FLOOR PLAN . ELECTRICAL 30,40 1 1 )}( !L DETAILS --. SITE F041 --- ELECTRICAL DEVI:\11,3 SITE • - 3042.. ELECTRICAL DETAILS 7- GROLNDING/LIGHTNING PROTECTION E043 ELECTRICAL SECTIONS 7 I IGHINING -PROTECTION • . 3044 7 ELECTRICAL DETAILS -- GROUNDING/LIGHTNING: PROTECTION 3045 7 ELEC-FRICAL DETAILS GHTING SYSTEV • SYSTE 3046 7 E047 E048 7- E049 E050 -- 3051 -- 3052 60770 3060 E061 E062 -E063 3064 E065 3066 E067 3068 3069 3070 [071 3072 3073 7- E074 7- [075 -- E076 -- 3077 - .FLECTRUL DETAiLS . ELETHCAL DEtqLS. • . • IRANSFER/TS0 BUILDING ELECTRICAL •TAR SECTIONS • TRANSFER/ISO BUILDING : ELECTRUL ROOM • SPOONS 180- BUILDINI(3 7 ENtARGED ELECINCAL ROOM • PiAN 7. . COMPACTOR LEVil • .150 BUILDING • - ENLARGED • ROOF & PENTHOUSE -PLANS 77-- EECTMCAL • - • ELECTRICAL. DETALS - TELECOM. RIES NSTRUMENTAT _ . . INSTRUMENTATION SYMBOLS & ABBREMATIONV.-.-)I . INSTRUMENTATION SITE . PLAN. INSTRUMENTATION TRANSFER BUILDING FLOOR .P1.•,-ANS • INSTRUMENTATION ENLARGED AREA PLANS 11.2 PROCESS & .INSTRUMENTATION DIAGRAM 41 -- PROCESS & INSTRUMENTATION DIAGRiII\tvi. #2 PROCESS & INSTRUMENTATION DIAGRAM #3 • PROCESS & INSTRUMENTATION DIAGR/I\M #4.. • PROCESS & INSTRUMENTATION DIAGRAM. #5 PROCESS & I N ST-R E NTATI ON' DIAG RAM 6 • - ..PROCESS (?.?,' INSTRUMENTATION 'DIAGRAM #7 IvIAI-N • CON•HOL. .1)ANEL. 'MCP' - 'DETAILS •i'-1:ND• SCHEDU•LFS MAIN CONTROL PANEL YNICP' POWER DISTRIBUTION! - VVIRNG DIAGRAM - • • TYPICAL. DISCRETE I/0 WIRING DIACRI\MS. TYPICAL_ ANALOG 1/0 -WIRING. DIAGRAMS I NSTR U E NI TAT N • DETAILS CONTROL .SYSTFM BLOCK • DIAGRAM • INSTRUMENTATION. CONIDUIT AND WIRE SCHEDULE- • • 7_TRAN5F:ER/13.()_,BUILD. INC_ • 10 _ I EIS: 3101 TRANSFER/1SO BUILDING. -POWER & • SIGNAL_ PLAN _ GOL1FACToR • - LEVEL • 3102 •-- • TRANSFER/ISO BUILDING. POWER & • SIGNAL PLAN VI% LEVEL - El 03 TRANSFER/ISO • BUILDING. POWER &•.• SIGNAL; PLAN'. LEVE.L • • • [1Q4 TRANsFTR/Tso 'BUILDING ROOF PLAN --- ELECTRICAL • . • • El 05 ISO BUILDING 7 ENLARGED FLOOR PLAN -- POWE.:•R AND 'SIGNAL, - COMPACTOR LEVEL ; • I • • 3106 ISO BUILDING - ENLARGED FLOOR. PLAN 7 k( 'A1 AN f) SIG NAL COMPACTOR LEVEL. EE110087. 'ISO BUILDING ENI...AR(;ED• FLOOR • PLAN. ISO BUILDING .7 ENLARGED FLOOR PLAN 7 P 0 WU? ,AND COMPACTOR •LEVEL. E 1 09 ISO. BUILDIING ENLARGED FLOOR PLAN 7 PC1v'$,f':-''..'fr: EQUIPMENT LOADING LEVELS • • • • • -EI.QU I Phi ENT & ()'J' k( LEVELS - E110 ISO BUILDING -T. ENLARGED FLOOR PLAN 1-•"*".0"d•r:P. St.G.N0.1_ 31 1 1 EQUIP-MENT & • LOAD 'L I1\10 EVELS • - ISO BUILDING ENLARGED FLOOR PLAN •--- POWER. & . f--1QUIPMEN1 & • LOADING .LEVELS • • • E112 TRANSFER BO ILDftLG ENLARGED. PLcs,NI - • 'IGNAL - . EQUIP MEK & LOADING LEVELS . TRANSFER BUILDING 77 ENLARGED FLOOR PLAN -POWER E•F7.111143 'SIGNAL .7 EGLI I P & • LOADING LEVEJ.' 'TRANSFER BUILDING --'-• • EN _ARCED. PLOOIR. PLAN . • . POWER SIGNAL 7-- EQUIPMENT & • LOADING LEVELS F 115 ISO BUILDING -ENLARGED FLOOR • PLAN --- POWER:. AND SIGNAL • - ISO I EVE E116 ISO BUILDING ---- ENLARGED FLOOR PLAN'. POWER Al\ID SIGNAL -7- E151 ISO LEVEL • - . • BUILDING fl 00 PLAN -- I IGHTING 7 COMP/CIOR • 'NEL. ... E152 ISO & TP,ANSFER E3UILDING FLOOR PLAN 7-- LIGHTINC 7 .FOIJIPMENT • & LEVELS • . • • F 155 ISO •BUILDING ---• ENLARGED FLOOR PLAN -7.- LIGHTING • ISO BUILDING -FLOOR PLAN 7 LIG1TING LEV EL -.COMPACTOR. LEVEL. . . • - . [156 ISO :BUILDING -7 ENLARGED rLoo IR • P•LAN LaITING COMPACTOR. LEVEL • • • 3157 ISO BUILDING •-•- ENLARGED FOR LO PLAN •LIGHTI1,1.(3, . COMPACTOR. LEVEL 31.58 & TRANVER BIJILDING EINILAKETY• FLOOR •RAf\I - LIGHTING - QUPMENr & OADING LEVELS • - 3 159 ISO BUILDING ENLARGED • FLOOR PLAN -7 • LIGHTING -- EQUIPMENT •& LOADING - LEVELS • • - • 31.60 *ISO BUILDING .7- ENLARGED FLOOR PLAN - • LIGHTING • EQUIPMENT & LOADING; LEVELS E161 ISO & TRANSFER BUILDING 7 ENLARGED. ' L00r 1 1 P --- UGHTING - EQI iIPMENT & WADING . LEVELS - • . • ISO BUILEAft; 7- -ENLARGED. FLOOR -PLAN ;7.7' LIGHTING .--- II'S°. • 1E1'117690 LEVEL. T50 BUILDING --• ENI ARCED. FLOOR 7 LIGHTING .- TSO • . LEVEL • ;• \ q - 3_00 SERLES7 STALE FACILITY E.300. 7. SCALE FACILITY P _AZA• .PLAN • c _FACILITY. FLOOR &`',. ROOF PLAN 7 ELECTRICAL . E302 . S.C.:ALF FiI\GILITY • ATTIC AND 1:70UNDATION PLAN 7 ELECTRICAL [303 -- SCALE • FACILITY -- ELECTRICAL.. DETAILS • • 400..._2::)i;.51c--3_ • -• m 13uEL EOUS__STR.iCTURES RFCYCI...ING BUILDING • FLOOR PLA ELECTRICAL I • [431 E N G STATION • ELECTHGAL PLAN . • l'IN01),) ---- ARTWORK SUPPORT SITE Pi...AN • • ARIWORK SUPPORT FOUNDATION' PLAN • ,'ViRTWORK SUPPORT FRAMING; PLAN . A1A/004. ARTWORK SUPPORT . FOUNDATION •-• 7\W005 -•-• ARTWORK SUPPORT DETAILS sti00000*~100,0**Iirmareamilawww.MINI REVIEWED FOR CODE COMPLIANCE APPROVED DEC 26 2012 City of Tukwila BUILDING DIVISION RacLiv art OF TUKM11. DEC 1 ti 2012 PERMIT CENTER 1- 800 -424 -5555 DESIGNED IKS ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A REV 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS 1/6/10 1/8/10 IKS 1KS KRH KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS 7/31/09 DATE IKS CH K D KIRH APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 11WWK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWING INDEX PROJECT NUMBER: C00405C09 SHT. OF: 3 619 DRAWING NUMBER: G013 s \F_G014- Legend.dwg Project\Data and Analytical \CAD 11- 00839 -20000 Bow SYMBOLS 3 :1 2.5% 0 El 0 • SURVEY CONTROL CIVIL CONTROL POINT ROAD GEOMETRY POINT STRUCTURAL ANGLE POINT GRADING CONTROL POINT BORE HOLE SIGN ROCKERY EVERGREEN TREE DECIDIOUS TREE CUT /FILL SLOPE GRADE INDICATOR DRAINAGE INDICATOR FIRE HYDRANT EXISTING WATER METER EXISTING WATER VAULT EXISTING WATER VALVE WATER VALVE EXISTING STORM DRAIN CATCH BASIN EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING YARD DRAIN STORM DRAIN CATCH BASIN TYPE 1 STORM DRAIN CATCH BASIN TYPE 2 WITH GRATE STORM DRAIN CATCH BASIN TYPE 2 WITH SOLID LID/ SANITARY SEWER MANHOLE ANCHOR BLOCK CULVERT FLOW DIRECTION TEMPORARY OUTLET PROTECTION EXISTING YARD LIGHT EXISTING LUMINAIRE EXISTING UTILITY POLE EXISTING ELECTRICAL EQUIPMENT LIGHT POLE BASE ELECTRICAL VAULT PIPE OR CONDUIT CAP FENCE 'GATE SENSITIVE AREA CONTROL POINT LINETYPES x 4 P P P P E E E E - PW-- PW-- PW- PW - SS SS. . SS SS - SD— SD--- SDSD-- D--D UD UD UD TSD TSD TSD —>P—>P----->P--> >T — >T— >T— 250 248 MAJOR R' �o�o�� ®��a■11011111161111111VOILWW■111011 MO Nil el mill MI Ell WI ad mil WWI NS mil Nil NM mil .111.111 .. a MATCH BOUNDARY PROPERTY BOUNDARY CONSTRUCTION LIMITS WETLAND BOUNDARY CENTER LINE NEAT LINE FENCE EXISTING WATER EXISTING . TELEPHONE EXISTING POWER ELECTRICAL CONDUIT POTABLE WATER ' SANITARY SEWER STORM DRAINAGE DRAIN UNDERDRAIN TEMPORARY STORM DRAIN COMPRESSED AIR ENCASEMENT DITCH /SWALE /STREAM. CENTERLINE CONTRACTOR TRAFFIC, TWO -WAY CONTRACTOR TRAFFIC, ONE —WAY COMMERCIAL AND SELF —HAUL TRAFFIC, ONE —WAY TRANSFER STATION OPERATIONS TRAFFIC, ONE —WAY REMOVE OBJECT EXISTING GROUND (PROFILE) CONTOURS RETAINING WALL SILT FENCE ORANGE SAFETY FENCE ' GEOTEXTILE GEOTEXTILE DRAIN MAT . PIPE SLOPE DRAIN (TESL PLANS ONLY) GRIND LINE GUARDRAIL GRADE BREAK LINE ' DEMOLITION FOOTPRINT BOUNDARY THESE LINETYPES ARE USED IN COMBINATION TO SHOW COMBINED TRAFFIC LANES MATERIALS /// w 4, W 4, 4, y. .y ././"/ >0 OQv 00= 90 d00.760 WOW ),Q,GApPooP'p v a < PreVrii,A, 11111 _IIIIII_III DEMOLITION /REMOVAL (PLAN)' WETLAND AREA (PLAN) HMA SURFACE (PLAN) HMA PAVEMENT (SECTION) CONCRETE (PLAN AND SECTION) GRAVEL BORROW (SECTION.) EMBANKMENT FILL (SECTION) NATIVE SOIL (SECTION) SAND /CDF (SECTION) LIGHTWEIGHT BACKFILL (SECTION) BENTONITE (SECTION) QUARRY SPALLS (PLAN AND SECTION) PIPE BEDDING (SECTION) CSTC (SECTION) CSBC (SECTION) GRAVEL BACKFILL (SECTION) GRAVEL BACKFILL FOR DRAINS (SECTION) GRAVEL SURFACE (PLAN) TOPSOIL APPROXIMATE AREAS TO BE COVER WITH STRAW. OR ' OTHER APPROVED GROUND COVER BMPPRIOR TO COMPLETION OF WORK APPROXIMATE AREAS TO BE COVER WITH PLASTIC SHEETING FOR LONG TERM SOIL COVER PRIOR TO COMPLETION OF WORK TYPICAL SECTION AND-DETAIL-REFERENCE SYSTEM SECTION CUT ON DWG 4 AND .SHOWN ON 5: ON DWG 5 THIS SECTION IS IDENTIFIED AS: SECTION CUT ON DWG 4 AND SHOWN ON 4: SECTION LETTER DWG ON WHICH SECTION APPEARS SECTION LETTER DWG ON WHICH SECTION IS CUT SECTION LETTER SECTION APPEARS ON SAME DWG AS CUT REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 6 2012 City of Tukwila BUILDING DIVISION DETAILS ARE REFERENCED IN A .SIMILAR MANNER EXISTINGCEPT NUMBERS ARE USED INSTEAD OF LETTERS RECIAiaE.) CITY OF TUK1t1: '.; DEC 1.8 2012 PERMIT CENTER 1- 800 -424 -5555 DESIGNED DRAWN IKS ABG. VERIFY SCALE BAR IS ONE NCH ON ANSI "D" DRAWING 0 ' 1" D 6/10/10 C 1/8/10 B '1/8/10 A 7/31/09. REV DATE IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS CHK'D APP'D. REVISION DESCRIPTION King County Department of Natural. Resources and Parks Solid Waste Division LCK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LEGEND PROJECT NUMBER: C00405C09 SHT. OF: 4 :. 619 DRAWING NUMBER: G014. ABBREVIATIONS 0 AASHTO• AB ABS ABV AC ACB. ACI ACOUST ACP AD ADA.. ADJ AFF ALUM APPROX ARCH ASSY ASTM ATB. ATS AVE BFP BI. . BLDG BMP BO BOS BOT BPA BRKT BVC BVCE BVCS BW CA CAMH CAT CB CC CCP CDF CFM CHKR CHRL CI CIP CJ CL CLR CMP CMU CO COL COM COMM COMP CONC CONF CONN CONST CONT COR CPEP CPJ CSBC CSTC csw CT CTJ CTR. CTRSK CW CY D DB. DBL DCW DDCBPA DET. AT AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ANCHOR BOLT(S) ACRYLONITRILE BUTADIENE STYRENE ABOVE ASPHALT CONCRETE, ABOVE COUNTER AUTOMATIC CIRCUIT BREAKER AMERICAN CONRETE INSTITUTE ACOUSTICAL ASPHALT CONCRETE PAVEMENT ALGEBRAIC DIFFERENCE AMERICANS WITH DISABILITIES ACT ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM APPROXIMATE ARCHITECTURAL ASSEMBLY AMERICAN SOCIETY FOR TESTING AND MATERIALS ASPHALT TREATED BASE AUTOMATIC TRANSFER SWITCH AVENUE BACKFLOW PREVENTER BLACK IRON BUILDING BEST MANAGEMENT PRACTICE BOTTOM OF, BY OTHERS. BOTTOM OF .STEEL BOTTOM BACKFLOW PREVENTER ASSEMBLY BRACKET BEGIN VERTICAL CURVE BEGIN VERTICAL CURVE .ELEVATION BEGIN VERTICAL CURVE STATION BOOT WASH CHANNEL, CONDUIT, CONCRETE, CONDENSATE COMPRESSED OUT COMPRESSED AIR MANHOLE CATEGORY CATCH BASIN CENTER TO CENTER . CEMENT CONCRETE PAVEMENT.. . . CONTROLLED DENSITY FILL CUBIC FEET PER MINUTE CHECKERED CEDAR HILLS REGIONAL LANDFILL CAST IRON CAST IN PLACE CONSTRUCTION JOINT CENTERLINE CLEAR, CLEARANCE CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMMERCIAL COMMUNICATIONS COMPACTOR CONCRETE CONFERENCE CONNECT CONSTRUCTION CONTINUOUS CORNER CORRUGATED POLYETHYLENE PIPE COMPLETE JOINT PENETRATION CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CONTAMINATED STORMWATER CURRENT TRANSFORMER CONTROL JOINT . CENTER COUNTERSINK COLD WATER CUBIC YARD . DRAIN DRAINAGE BASIN DOUBLE DEMAND CRITICAL WELD DOUBLE DETECTOR CHECK BACKFLOW PREVENTION ASSEMBLY DETAIL DF. DI DIA DIM DO DPR DS DT DWG DWLS E EA ECC ED EEWS EF EFCP. EL, ELEV ELEC ENTR EOP EPDM EQ SP EQUIP ESC ETC ETM EVC EVCE EVCS EW EXH EXIST EXP EXT F FCA FCO FD FDC FDN FEX FF FFE FG FH FHA FIN FIN GRD FL FLG FLR FLT FM FO FOC FOM FOR FOS FP FRIDGE FRP FS FT FTG FW G GA GAL GALV GE GEN GFCI GL GND GPM GV GWB GYP HB HC HDPE HI DRINKING FOUNTAIN DUCTILE IRON DIAMETER DIMENSION DOWN DAMPER DOWNSTREAM, DOWNSPOUT DOUBLE TEE DRAWING DOWELS EAST EACH, EXHAUST AIR ECCENTRIC EQUIPMENT DRAIN EMERGENCY EYE WASH STATION EACH FACE, EXHAUST FAN EXHAUST FAN CONTROL PANEL ELEVATION ELECTRICAL ENTRANCE EDGE OF PAVEMENT ETHYLENE PROPYLENE DIENE MONOMER EQUAL SPACING EQUIPMENT EROSION AND SEDIMENT CONTROL ET CETERA ELAPSED TIME METER END VERTICAL CURVE END VERTICAL CURVE ELEVATION END VERTICAL CURVE STATION EACH WAY EXHAUST EXISTING EXPANSION EXTERIOR FOOTING FLANGED COUPLING ADAPTER FLOOR CLEANOUT FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FINISHED FLOOR, FAR FACE FINISHED FLOOR ELEVATION FINISHED GRADE FIRE HYDRANT FIRE HYDRANT ASSEMBLY FINISHED FINISHED GRADE FLANGE FLANGE OR FLANGED FLOOR FILTER FORCE MAIN FACE OF FACE OF . CONCRETE. FACE OF MASONRY FUEL OIL RETURN FUEL OIL SUPPLY, FACE OF STEEL FIREPROOF REFRIGERATOR FIBER REINFORCED PLASTIC FAR SIDE, FLOAT SWITCH, FLOW SWITCH FOOT OR FEET FOOTING FIRE WATER GRATING GAUGE, GAGE GALLON GALVANIZED GRATE ELEVATION GENERAL GROUND FAULT CIRCUIT INTERRUPT GLASS, GLAZING GROUND GALLONS PER MINUTE GATE VALVE GYPSUM WALL BOARD GYPSUM HOSE BIBB HOLLOW CORE, HANDICAP HIGH DENSITY POLYETHYLENE HIGH HK HMA HM HORIZ HPU HRP HRW HT HW HWD HWT HWY HYD —5 D E N NC NFO NSUL NT NV SR W WWTF JAN JT L LA LAV LB LCB LCK LF LG LL LLH LLV LP LSL LT LVR MAN MATL MAX MB MBC MCC. MCP MD0 MECH MEZZ MFR MGMT MH MI MIN MISC MJ MON MRGWB MSL MSS MTD MTL N N/A NAT NE NGPA NIC NO NOM NPA NPW NS NTS NW OC OCC OD HOOK HOT MIX ASPHALT HOLLOW METAL HORIZONTAL HYDRAULIC POWER UNIT PEDESTAL — MOUNTED HOSE REEL WALL — MOUNTED HOSE REEL. HEIGHT HOT WATER HIGHLINE WATER DISTRICT HOT WATER TANK HIGHWAY HYDRANT INTERSTATE 5 INSIDE DIAMETER INVERT ELEVATION INCHES NCLUDING NFORMATION . NSULATION NTERIOR NVERT NTRINSICALLY SAFE RELAY RRIGATION WATER NDUSTRIAL WASTEWATER TREATMENT FACILITY JANITOR JOINT LEACHATE, LENGTH, ANGLE LEASE AREA LAVATORY POUND LEACHATE CATCH BASIN LOCKER LINEAR FEET LANDFILL GAS LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LOW POINT LONG SLOTTED HOLE LEFT, LIGHT LOUVER MANUFACTURER MATERIAL MAXIMUM MOLLY BOLT METAL BUILDING CONTRACTOR MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTOR MEDIUM DENSITY OVERLAY MECHANICAL MEZZANINE MANUFACTURER MANAGEMENT MANHOLE MALLEABLE IRON MINIMUM MISCELLANEOUS MECHANICAL JOINT MONUMENT MOISTURE RESISTENT GYPSUM WALLBOARD MEAN SEA LEVEL MANUFACTURER'S STANDARDIZATION SYSTEM MOUNTED METAL NORTH NOT APPLICABLE NATURAL NORTHEAST NATURAL GROWTH PROTECTION AREA NOT IN CONTRACT. NUMBER NOMINAL NORTH PROCESSING AREA NON— POTABLE WATER NEAR SIDE NOT TO SCALE NORTHWEST ON CENTER, OVER CURRENT OCCUPANTS OUTSIDE DIAMETER ODL ODH OH OL OPNG OPP OPS OS &Y OSA OWS P -LAM PB PBS PC PCF PDC PDH PDV PE PENET PERF PH PI PIV PJ PKWY PL PLAS. PLC PLT POC PR PRC PRV PSE PSF PSI PT PV PVA PVC PVDF PVI PVMT PW R RA RCP RD REC RED REF REINF REQ RGS RM RO ROW, R/W RSTRM RT S SA SAFB. SC SCH SCV SD SDCO SDMH SE SEC. SED SF SH SHR SHT SIM SJ. SK SL SLDG SMH OUTSIDE DROP LOW OUTSIDE DROP HIGH OVERHEAD OVERLOAD OPENING OPPOSITE OPERATIONS OUTSIDE STEM AND YOKE OFFSITE AREA OIL— WATER SEPARATOR PLASTIC LAMINATE PERIMETER BERM, PULL BOX PUSH BUTTON STATION PRECAST, POINT OF CURVATURE, PUMPER CONNECTION POUNDS PER CUBIC FOOT POWDER COATED PIPE DEFLECTION, HORIZONTAL PIPE DEFLECTION, VERTICAL PHOTOELECTRIC, POLYETHYLENE PENETRATION PERFORATED ACIDITY POINT OF. INTERSECTION, POST INDICATOR POST INDICATOR VALVE PANEL JOINT PARKWAY PLATE, PLACE PLASTER PROGRAM LOGIC CONTROLLER PLATE POINT OF CONNECTION PAIR POINT OF REVERSE CURVATURE PRESSURE REDUCING VALVE PUGET SOUND ENERGY POUND(S) PER SQUARE FOOT POUND(S). PER SQUARE INCH POINT OF TANGENCY PHOTOVOLTAIC, PLUG VALVE (ECCENTRIC) PHOTOVOLTAIC ARRAY POLYVINYL CHLORIDE, POINT OF VERTICAL CURVATURE POLYVINYLIDENE FLOURIDE POINT OF VERTICAL INTERSECTION PAVEMENT POTABLE WATER RADIUS, RANGE, RISE, RIGHT RETURN AIR REINFORCED CONCRETE PIPE ROOF DRAIN, : ROAD RECEPTACLE REDUCER REFERENCE REINFORCED, REINFORCEMENT REINFORCING REQUIRED RIGID GALVANIZED STEEL CONDUIT ROOM ROUGH OPENING RIGHT OF WAY RESTROOM 0 RIGHT SOUTH, SANITARY, SLOPE, SWITCH SUPPLY AIR SOUND ABSORPTION FIBER BOARD SOLID CORE SCHEDULE SECTIONAL CONTROL VALVE STORM DRAIN STORM DRAIN CLEANOUT STORM DRAIN MANHOLE SOUTHEAST SECTION SEDIMENT SQUARE FEET SCALE HOUSE SHOWER SHEET SIMILAR CONTRACTION JOINT SKYLIGHT SLOPE DRAIN SLIDING SEWER MANHOLE SNGL SOG SP SPA SPEC SQ SR SS SS /IND SSL SSMH SSR SST SSWA ST STA STC STD STL SUPT SUSP SW SWP T T &B TBD TD TEMP TESC THK TO TOC TOF TOG TOM TOS TOW TRTD TS TSD ISO TTB TVSS TYP UBC UD UDCP UG UH UHMW UL UNO. UP UR US UT UYH V VAC VC VCT VDC VERT VEST VNR VPI VTR W W/ W/o WA WC WC(E) WCO WD WH WHS WNDW WNP WP WQ WR SINGLE SLAB ON GRADE SPARE, SPACING, SITE PREPARATION SOUTH PROCESSING AREA SPECIFICATION SQUARE STATE ROUTE SANITARY SEWER SANITARY SEWER /INDUSTRIAL SHORT SLOTTED HOLE SANITARY SEWER MANHOLE STANDING SEAM ROOF STAINLESS STEEL SOUTH SOLID WASTE AREA STREET STATION SOUND TRANSMISSION COEFFICIENT STANDARD STEEL STRUCT STRUCTURAL SUPPORT SUSPENDED SOUTHWEST, SPRAY WATER STORM WATER PIPE TANGENT, TOP, TOWNSHIP, TREAD TOP & BOTTOM TO BE DETERMINED TRENCH DRAIN TEMPORARY TEMPORARY EROSION AND SEDIMENT CONTROL THICK TOP OF TOP OF CONCRETE TOP OF FOOTING TOP OF GRATE TOP OF MASONRY TOP OF STEEL TOP OF WALL TREATED TUBE STEEL TEMPORARY STORM DRAIN TRANSFER STATION. OPERATORS TELEPHONE TERMINAL BOARD TRANSIENT VOLTAGE SURGE SUPPRESSOR TYPICAL UNIFORM BUILDING CODE UNDER DRAIN UNDERDRAIN COLLECTION PIPE UNDERGROUND UNIT HEATER ULTRA HIGH MOLECULAR: WEIGHT UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE UTILITY POLE URINAL UPSTREAM UNDERGROUND TELEPHONE UTILITY YARD HYDRANT VENT VOLTS ALTERNATING CURRENT VERTICAL CURVE VINYL COMPOSITION TILE VOLTS DIRECT CURRENT VERTICAL VESTIBULE VENEER VERTICAL POINT OF INTERSECTION VENT THRU ROOF WEST, WATER, WALL WITH WITHOUT WATER WATER CLOSET EXHAUST WALL CAP WALL CLEANOUT WOOD WATER HEATER WELDED HEADED STUD WINDOW WATER NONPOTABLE WORK POINT, WEATHER PROOF WATER QUALITY WATER RESISTANT WS WSDOT WTS WW WWF X STRONG XFMR YD X19 WATER STOP WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WELDED THREADED STUD WASTEWATER WELDED WIRE FABRIC EXTRA STRONG TRANSFORMER YARD REVIEWED FOR CODE COMPLIANCE • APPROVED DEC 262012 City of Tukwila BUILDING DIVISION. CITY OF TUrAfv.11, ; rIEC 182012: PERMIT CENTER DESIGNED IKS DRAWN ABG VERIFY SCALE BAR IS ONE . INCH ON ANSI °D" DRAWING . 0 1" B A 6/10/10 1/8/10 1/8/10 7/31/09 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS. IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV. DATE CHK'D APP'D REVISION DESCRIPTION, Ding County Department of Natural Resources and Parks Solid Waste Division An SAIC Company R.W. Beck, Inc. 1001 fourth Avenue, Suite 2500 Seattle; WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ABBREVIATIONS PROJECT NUMBER: C00405C09 SHT. OF: 5 619 DRAWING NUMBER:. G015 SECTION. 35, TOWNSHIP 23N, RANGE 4E GENERAL NOTES 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. VERIFY ALL EXISTING UTILITIES IN THE FIELD. FOR AID IN UTILITY LOCATION, CALL 1- 800 - 424 - -5555, 48 HOURS (2 WORKING DAYS) PRIOR TO BEGINNING OF CONSTRUCTION. EXISTING UTILITIES, WHETHER SHOWN OR NOT, SHALL BE LOCATED PRIOR TO CONSTRUCTION SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND COSTS CONNECTED THEREWITH TO PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY. 2. CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY OF TUKWILA AND HIGHLINE WATER DISTRICT INSPECTORS PRIOR TO 'BEGINNING. ANY WORK. 3. AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE : WORK, NOTIFY THE CITY OF TUKWILA UTILITIES INSPECTOR AT 206 - 433 -0179. REQUEST A CITY OF TUKWILA PUBLIC WORKS ` UTILITY INSPECTION AT LEAST 24 HOURS (1 WORKING DAY) IN ADVANCE BY CALLING 206 - 433 -0179. 4. AT LEAST 72 HOURS (3 WORKING DAYS) BEFORE STARTING PROJECT WATER UTILITY WORK, NOTIFY HIGHLINE WATER DISTRICT AT 206- 824 - 0375. REQUEST A HIGHLINE WATER DISTRICT UTILITY INSPECTION AT LEAST 72 HOURS (3 WORKING DAYS) IN ADVANCE BY CALLING 206- 592 -8944. (215' RT) N 161925.88 E 1285046.93 CONS TRUCTION$�_., LIMITS 100 0 0 .y • .3 0 CONSTRUCTION LIMIT POINTS NORTHING EASTING DESCRIPTION POINT 1 • 160565.38 1284825.91 2 .160596.60 1284824.97 3 160689.57 1284880.73 START OF EXISTING FENCE 4 161414.24 1284980.38 START ALONG FACE WALL A 5 162425.03 1285134 39 END ALONG FACE WALL A 6 162460.34 1285179.49 START ALONG FACE WALL D 7 162468.93 1285287.10 END ALONG FACE WALL D 8 162425.15 1285385.38 START ALONG FACE WALL C 9 162086.77 1285546.55 END ALONG FACE WALL C 10 161672.90 1285870.86 AT PROPERTY LINE 11 161198.36 1285832.01 AT. PROPERTY LINE 12 _ 161088.38 1284969.08 AT FENCELINE 13 161226.77 1285034.83 AT FENCELINE 14 160851.96 1284972.77 15 160695.10 . 1284955.82 16 160557.62 1284907.27 17 160501.37 12848.70.35 PROPERTY LINE 270 rte^ LW 2455 +00.0 (215' RT) LW 2455 +00.0 (700' RT) REVIEWED FOR E COMPLIANCE APPROVED DEC 2 6 2012 GENERAL NOTES, CONTINUED 5. CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR . WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION' OPERATIONS. ALL. TRENCH. EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUREMENTS. 6. CONTRACTOR SHALL MAINTAIN THE PERMITS, THE CONTRACT DOCUMENTS, A CURRENT COPY OF THE CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN CONSTRUCTION STANDARDS AND A COPY OF THE HIGHLINE WATER DISTRICT DESIGN, DEVELOPMENT AND CONSTRUCTION STANDARDS FOR EXTENSIONS TO THE WATER SYSTEM • AT THE JOB SITE. 7. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PREAPPROVAL FROM THE OWNER'S PROJECT REPRESENTATIVE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. MAINTAIN A SET OF THESE APPROVED PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. ALL SURVEYING SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO WSDOT HORIZONTAL CONTROL MONUMENTS. 0 9. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 10. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN. RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. 11. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11. City of Tukwila BUILDING DIVISION B. PRIOR TO ANY ACTIVITY IN CITY OF TUKWILA RIGHT -OF -WAY, THE CONTRACTOR SHALL PROVIDE THE CITY OF TUKWILA A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. FIRE, • PEDESTRIAN, AND VEHICULAR ACCESS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN CONTRACTOR HAS PERMISSION FROM THE OWNER AND THE 'CITY OF TUKWILA . DIRECTOR T0: CLOSE AN ACCESS. D. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. 0 E. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. 12. CONTRACTOR SHALL FLAG CONSTRUCTION LIMITS. 13. JOINT USE AREAS WITHIN THE PROJECT SITE, AS SHOWN IN THE DRAWINGS, MAY BE USED BY THE OWNER, THE CONTRACTOR AND ITS SUBCONTRACTOR OR SUPPLIERS, AND THE TRANSFER STATION CUSTOMERS. CONTRACTOR MAY USE THESE JOINT USE AREAS FOR SUCH ACTIVITIES AS DESCRIBED IN THE SITE TRAFFIC MANAGEMENT AND CONTRACTOR STAGING PLANS AS SHOWN IN THE DRAWINGS. SUCH ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO, CONTRACTOR PARKING AND STAGING, EGRESS AND INGRESS OF MATERIALS AND EQUIPMENT, DEMOLITION, PAVING, AND STRIPING., THE OWNER AND TRANSFER STATION CUSTOMERS MAY USE THESE JOINT AREAS FOR ON -GOING TRANSFER STATION OPERATIONS. JOINT USE AREAS WILL BE MANAGED BY THE OWNER. CONTRACTOR SHALL MAINTAIN SOLE RESPONSIBILITY AND CONTROL FOR THEIR OPERATIONS WITHIN THE JOINT USE AREAS.. U9 = 100, -0" 100 0 R: t.;tivc,:d CITY OF TUI01,;11 n. DEC 18 2012 PERMIT CENTER 100 200 Scale 0 a FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE. BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 1/8/10 7/3.1/09 DATE OF TUKWILA CORRECTION LETTERS CITY OF TUKWILA PERMITS REVISION DESCRIPTION King Ginty Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT Feet PROJECT NUMBER: C00405C09 1 CALL 48 HOURS BEFORE YOU DIG SHT. OF: 6 619 GENERAL NOTES AND PROJECT AREA BOUNDARY DRAWING NUMBER: G016 J z SECTION. 35., TOWNSHIP 23N, RANGE 4E GENERAL NOTES 1. SEE SPEC SECTION 01140 -WORK RESTRICTIONS FOR PROTECTION OF EXISTING FEATURES. SURVEY CONTROL 1. HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM, NORTH ZONE NAD83/91 PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING FAST - STATIC (GPS) METHODS. CONTROL WAS • EXTENDED THROUGH THE PROJECT REACH BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY CONTROL MONUMENTS. 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988, NAVD88.. VERTICAL CONTROL WAS EXTENDED THROUGH THE PROJECT REACH USING PUBLISHED BENCHMARKS FROM THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (VIA ELECTRONIC LEVELING). 2. SEE UTILITES DWGS FOR APPROXIMATE EXISTING UTILITIES LOCATIONS. 3. - SOURCE OF MAPPING: SURVEYS PERFORMED BY DUANE HARTMAN AND ASSOCIATES: ON MAY 4, 2007; AUGUST 16, 2007; FEBRUARY 12, 2008; AND OTHERS. 60,-: FACILITY SURVEY CONTROL DISTURBED DURING CONSTRUCTION SHALL BE COORDINATED THROUGH THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES IN ACCORDANCE WITH RCW 58.24.040 AND WAC 332 -120. d` O 00 1 mr- _ ------- _...�.HC 17--7 (WSDOT) APPROX 1 /2 MILE NORTH EXISTING'"' WALL D 0 y.. co w 0 L.1.1 .0 CONTROL POINT TABLE ID #' HC 17-7 • (WSDOT)* HC 17-8 (WSDOT) * NOT SHOWN ON PLANS NORTHING EASTING 165, 203.5902 1, 285, 446.2510 161,774.6040 1,285,0.16.9050 CO Q U , 0 _PROPERTY BOUNDARY v c 200 WED FOR OMPLIANCE ROVED 2 6.2012 of Tukwila G DIVISION S 0 8 2 0 0 N PLAN EXISTING CONDITIONS AND DRIVING ::RANGE. I -- SURVEY CONTROL � SCALE: 1" = 80' 80 = 80' -0" CITY OF Ti1KI /IP n. DEC 18 2012 PERMIT CENTER 80 160 Scale Feet 0 VERIFY SCALE BAR IS ONE INCH ON ANSI • "D DRAWING 0 1" MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION KingCount.y Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT PROJECT NUMBER: C00405C09 SHT. OF:. 7 619 EXISTING CONDITIONS AND SURVEY CONTROL DRAWING NUMBER: G017 LL GENERAL NOTES 1. BUILDING LOCATIONS ARE AS FOLLOWS. rt r ,.yt 1� = �ug5 vii, cAr� i f -� I'Mq4:4 ./11.11111111.1 IMO : 111.11111! Oirgi . BUILDING SURVEY CONTROLS TRANSFER/ISO BUILDING: . GRID REFERENCE INTERSECTION A/11 N 162085.845, E 1285191.512 GRID ROTATION: 73.39 SCALE FACILITY: . GRID .REFERENCE INTERSECTION A/1 N 161535.380, E 1285094.790 GRID ROTATION: 87.21 RECYCLING BUILDING: SOUTHWEST CORNER 0 N 161754.555, E 1285241.611 NORTHWEST CORNER N 161794.764, E 1285286.144 0 1- 800 - 424 -5555 :: SO UT} OCESSIN6 U -0 . 0 N N 9 oo 8 0 0 0 0 ct L.L. W C/) Ce 0 00 -J 0 a 0 0 Ii —00839-20000 • Bow E 0 co Fth tivv, ) CITY OF TUK \,,,3! DEC 18 2012 PERMIT CENTER 80 160 111111 IIIIIRIIIEJNINIM111111111111111111111•WIIIIIII v ) imf rt 0 J 0 O 1 N 0 FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR .CITY OF TUKWILA PERMITS REVISION • DESCRIPTION. King County Department of Natural Resources and Parks.: Solid Waste Division R.W. Beck, Inca 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT GENERAL - ARRANGEMENT SITE PLAN AND BUILDING CONTROLS SECTION 35, TOWNSHIP 23N, RANGE 4E GENERAL NOTES - EXISTING RETAINING WALL A CONSTRUCTION LIMITS, TYP ` 1. THE SITE WATER SYSTEM WILL BE CONSTRUCTED IN TWO PHASES —•— MILESTONE 2 AND MILESTONE 3 -- TO PROVIDE FOR CONTINUOUS OPERATION DURING PROJECT CONSTRUCTION. MILESTONES AS INDICATED ON KEYED NOTES. 2. EXISTING AND NEW SITE WASTEWATER AND SURFACE WATER UTILITIES SHOWN FOR REFERENCE. FOR WASTEWATER AND SURFACE WATER UTILITIES, SEE DWGS C099 THRU C110 AND C111 THRU C128 RESPECTIVELY. EXISTING . 12 —INCH D SD EXISTING 4—INCH DI N ...__• : ROAD A z, EXISTING RETAINING WALj B ::. :: SD ....— 3. SEE DWG C086 THRU C090 FOR SITE WATER . SYSTEM PIPE PROFILES. 4. SEE DWG C098 FOR WATER EQUIPMENT SCHEDULES. 5. SEE DWGS L121 AND L122 FOR IRRIGATION PLANS. 6. SEE DWGS C093 THRU C097 OR APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. S0- ..._._.._T SD SD SD .EXISTING • ELECTRICAL ..r>= 7. ELECTRICAL CONDUIT LOCATIONS SHOWN ONLY FOR MAJOR 1 RUNS. SEE DWGS E030 AND E031 FOR ALL ELECTRICAL CONDUIT LOCATIONS. EXISTING RETAINING WALL • F -••••••;11-5' 5 CL E 8 -INCH DI PROFILE `WA —A .(RJ) 4 —INCH DI PROFILE WA -D PIPE TRENCH ..,< DETAIL, TYP SCALE FACILITY F, � RETAINING WALL L FOOTING- / /RETAINING WALL: L —� SD SD r, KEYED NOTES co � w UTILITY YARD HYDRANTS (UYH) 1 AND 2 WILL BE PROVIDED WATER THROUGH THE TRANSFER /TSO BUILDING NON— POTABLE WATER SYSTEM. SEE DWG M112 FOR TRANSFER /TSO ti BUILDING SERVICE ENTRY LOCATIONS. 1 8—INCH . 45 BEND .(MJ) 2 — 8 -INCH MEGALUG GLANDS 8 -INCH DI PROFILE -WA-4 (RJ). • 2 —INCH PVC PROFILE WA -F . 2 -INCH PVC -. 1 1/4 INCH PVC PROFILE WA— FUTURE SCALE HOUSE 1/4 INCH PVC °A -- PROFILE WA -V 1—INCH PVC PROFILE WA -O • 8 -INCH 45' . BEND (MJ) — 8 -INCH MEGALUG GLANDS( Q ,t —INCH DI PROFILE WA—K (RJ 0 HRW —S- 100 -1.5 HT -1 HRW -T- 100 -1.5 HT--13 RETAINING :WALL. M FOOTING 2 —INCH PVC PROFILE .,WA 4$::Y..ifig'''} rte'• RECYCLING BUILDING FOR MILESTONE 2, INSTALL TEMPORARY BLOW OFF ASSEMBLY IN ACCORDANCE WITH HWD REQUIREMENTS. FOR MILESTONE 3, REMOVE EXISTING TEMPORARY BLOW OFF ASSEMBLY AND CONNECT SITE WATER SYSTEM PIPING AND. EQUIPMENT AS INDICATED. INSTALL FIRE HYDRANT ASSEMBLY PER HWD STANDARD DETAIL 9. FOUR (4) FEET CLEAR AROUND FIRE HYDRANT MUST BE UNOBSTRUCTED AND LEVEL. FIRE SERVICE LINE. MUST HAVE A MINIMUM OF FOUR (4) FEET OF COVER. PROVIDE REDUCED PRESSURE BPA (RPBPA) SIZED FOR 4 —INCH DI PIPE. INSTALL. 3 —INCH WATER METER ASSEMBLY IN ACCORDANCE WITH HWD REQUIREMENTS. SEE DWG M301 FOR SCALE HOUSE BUILDING SERVICE ENTRY LOCATION. SEE DWG M401 FOR RECYCLING BUILDING SERVICE ENTRY LOCATION. PROVIDE HEAT TRACE. SEE DWG M012 FOR HEAT TRACE SCHEDULE. MEGALUG GLANDS OR APPROVED EQUAL IN ACCORDANCE WITH HWD REQUIREMENTS. 6 —INCH DI PROFILE WA —K (RJ) m 8 WAD OH APPROVED 4- --INCH RPBPAI ~ 4 -INCH DI PROFILE WA —H (RJ) 2 -INCH PVC --� ; PROFILE WA -H r' fl� SDI == S_ sb H RP-R- 100 -1.5 HT'e311 .SS 1 -INCH. `PVC PROFILE WA -R REVIEWED FOR ODE COMPLIANCE APPROVED HRW —U -100 -1.:5 HT=14 MATCH LINE - SEE DWG C084 PEC 2 6 2012 111111•11i • City of Tukwila BUILDING DIVISION t:.;�,,r DESIGNED PLAN SITE WATER SYSTEM SCALE: 1" = 20' 0 BC • DRAWN AG VERIFY SCALE BAR IS ONE INCH QN ANSI "D" DRAWING 0 1! "I 6/10/10 1/8/10 1/8/10 7/31/09 IKS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS kv DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division W ECK An SAIC Company. R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695-4700 UTILITY KEY MAP CITY OF TWO F SCALE: NTS IlEC 18.201.2 20 PERMIT CENTER1 =2O' -0" 40 Scale BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM PLAN Feet PROJECT NUMBER: C00405C09 SHT. OF: 72 619 DRAWING NUMBER: Cost 1- 800 -424 -5555 EXISTING RETAINING WALL A SECTION 35, TOWNSHIP 23N, RANGE 4E CONSTRUCTION LIMITS, TYP . .. .,f TT- kj+ w— w— w w w AS I.00 w —.SD — — SD — _ SD --='. — -- SD So --- SD — SD — SD - - -: RETAINING WALL B. Sa SD': ° ~.,.,.;tFr, SD :EXISTING - ELECTRICAL EXISTING RETAINING`j, WALL F -trEANOUT, TYP • GENERAL NOTES 1 THE SITE WASTEWATER SYSTEM WILL BE CONSTRUCTED IN TWO PHASES -- MILESTONE 2 AND MILESTONE 3 TO PROVIDE FOR CONTINUOUS OPERATION DURING PROJECT CONSTRUCTION. ALL SITE WASTEWATER SYSTEM PIPING AND EQUIPMENT SHOWN ON THIS SHEET IS CONSTRUCTED FOR MILESTONE 3. 2 EXISTING AND NEW SITE WATER AND SURFACE WATER �i UTILITIES SHOWN FOR REFERENCE. FOR WATER AND SURFACE gra- WATER UTILITIES, SEE DWGS .0082 THRU C098 AND C111 THRU C128 RESPECTIVELY. 3. SEE DWGS C102 THRU C104 FOR SITE WASTEWATER SYSTEM PIPE PROFILES. 4. SEE DWG C110 FOR WASTEWATER EQUIPMENT SCHEDULES. P FOR PPE SPECIFICATIONS F 5. SEE APPENDIX A OF TH E PROJECT S STANDARD DETAILS APPLICABLE TO THE WASTEWATER SYSTEM DRAWINGS: 6. ELECTRICAL CONDUIT LOCATIONS SHOWN ONLY FOR MAJOR RUNS. SEE DWGS E030 AND E031 FOR, ALL ELECTRICAL CONDUIT LOCATIONS. . KEYED NOTES 3 BEFORE YOU DIG SEE SITE WASTEWATER SYSTEM PROFILES FOR OUTSIDE DROPS rt 0 CO J 0 REQUIRED. SEE DWG C102, PROFILE WW —E. 2 CAP WASTEWATER LINE. MARK. LOCATION OF END CAP FOR FUTURE USE WITH FLEXIBLE UTILITY MARKER POST • INDICATING PIPE INVERT, DIAMETER, AND MATERIAL. RETAINING •WALL L. :.. , = sly =•'i }� PW r, SSWYE- .l ,y t�rr =i.E RETAINING WALL L FOOTING LA- SS SS FUTURE; SCALE HOUSE ASS. -- anrn.. �ry LCB2B SCALE - UNDERSLAB WASTEWATER DRAIN, TYP FUTURE FACILITY WASTEWATER :, CONNECTION NO. 1, ; LCB2A HOT LOAD PAD CONTROL PANEL W/ TYPE 2 BOLLARDS' pw r HOT LOAD PAD I i PIPE TRENCH DETAIL, . TYP SOUTH PROCESSING AREA (SPA) RETAINING WALL M FOOTING RETAINING WALL M SEE DWG M301 FOR SCALE HOUSE BUILDING SERVICE ENTRY LOCATION. SEE DWG M401 FOR RECYCLING BUILDING SERVICE ENTRY LOCATION. SEE PROFILE WW —A DWG C102. SEE PROFILE WW —B DWG C102. SEE PROFILE WW —C DWG C102. SEE PROFILE WW —D DWG. C102. SEE PROFILE WW —E DWG C103. SEE PROFILE WW -F DWG C103. SEE PROFILE WW —I DWG C103. SEE PROFILE WW —J DWG C103. SEE PROFILE WW —K DWG C104. . SEE PROFILE WW -L DWG C104. SEE PROFILE WW —M DWG C104. SEE DWG S015 FOR TYPE 2 BOLLARDS. SEE DWG S309 FOR SCALE UNDERSLAB DRAIN LOCATIONS. REVIEWED FOR CODE COMPLIANCE APPROVED 0 CO 0 00 N M 0 N \ a =; MATCH LINE - SEE DWG C100 PLAN ci GREENBERGAB DESIGNED DEC 26 2012 A11 RETAINING WALL K FOOTING City of Tukwila BUILDING DIVISION SITE WASTEWATER SYSTEM SCALE: 1" = 20' . BC DRAWN CW 6/10/10 1/8/10 IKS KRH IKS KRH o •0'7.10 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 1/8/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division PG 1 " =20' -0" 20 0 20 40 Scale Feet FIEG6si ,;.) crrY OF TUKM ,... DEC 18 2012 PERMIT .CENTER UTILITY KEY MAP SCALE: NTS An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle„ WA 98154 -1004 (206) 695 -4700. BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT . SITE WASTEWATER SYSTEM PLAN PROJECT NUMBER: C00405C09. SHT, 89 OF: 619 DRAWING NUMBER: C099 0- 06 -03XF — S309.dwg 0 i v 0 — R: \Seattle \11 - 00839 -20000 Bow Lak a 0 0 (2) TIES AT TOP AIL TOC EL 268.90' SECTION PEDESTAL DIMENSIONS PER PLAN #4 TIES 1 #5 VERT J ©16" OC MAX CLR ,- SCALE SIDE RAIL CAST —IN TUBE AND CONDUITS AS REQUIRED FOR PNEUMATIC TUBE SYSTEM, COORDINATE LOCATIONS WITH ACCESSORY LAYOUT SLAB -ON- GRADE EL VARIES TYP SLAB REINF CONCRETE PEDESTAL MATCH PEDESTAL DIM, EACH WAY SCALE PIT ACCESSORY PEDESTAL 1 SCALE • FACILITY — 1" = 1' —O" 12" #4 016" OC EACH WAY LOAD CELL PEDESTAL PER FIU DRAIN LOCATIONS ELEV ........................ 266.00 ELEV 266.00 ....:: :....... . : : : ............................ ELEV NOTE 1 ELEV 266.54 ELEV 266.40 ELEV 266.40 SCALE HOUSE, SEE A/S311 FOR SLAB -ON —GRADE DRAIN LOCATIONS/ DRAIN LOCATIONS 0' -1" 38' —O" 266.00 30' -O" 66.00 33' -0" 7' - -1 ELEV 266.40 NOTE 1 UNDERSCALE SLAB. PLAN SCALE FACILITY UNDERSCALE SLAB PLAN 1/8" = 1' -0" 266.00 ELEV 266.40 S302, S305, S306 LEGEND: CTJ SLAB CONTROL. JOINT (NOTE 2) :: FLOOR DRAIN (NOTE 3) CONC PAD OR PEDESTAL ABOVE PER S301, S302 NOTES: WITH #4 © 16 OC EACH WAY, CENTERED 1. 4" -SLAB—ON—GRADE IN SLAB. # ELEVATIONS NOTED ARE TOP OF SLAB AT SLAB EDGE. JOINTS SHALL BE TYPE CTJS2, UNO CONTINUE ACROSS 2. SLAB CONTROL R EXCEPT PROVIDE ISOLATION JOINT PER 3/S307 A SLAB AS SHOWN E R LOAD AT CELL AND PLATFORM PEDESTALS. JOINT LAYOUT MAY DIFFER BASED UPON ACTUAL AL SCALES AND FOUNDATION ARRANGEMENTS PROVIDED. SUBMIT PROPO D JOINT SE LAYOUT TO PROJE C T REPRESENTATIVE FOR REV IEW . 3. SEE 1 /5308 FOR SLAB DETAIL AT FLOOR DRAINS. 4. MECHANICAL AND ELECTRICAL PENETRATIONS THROUGH SLAB —ON— GRADE, INCLUDING UTILITY VAULTS AND TEST WELLS, ARE NOT SHOWN. CONTRACTOR SHALL VERIFY AND COORDINATE REQUIRED PENETRATIONS WITH ALL TRADES. REVIEWED FOR ODE COMPLIANCE " APPROVED DEC 2.6 2012 • City of Tukwila BUILDING DIVISION 1/8 "= -0" CITY. OF TL1011" .A DEC182012 PERMIT C §NTER 0. 16' Scale Feet 1- 800 -424 -5555 DESIGNED M. LEONARD DRAWN S. HESS C 1/8/i 0 FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/810 RESPONSE TO CITY OF TUKWILA • CORRECTION LETTER #1 A REV 11/1'/09 D E ISSUED FOR FINAL INTER— DISCIPLINARY REVIEW CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division MLA' Engineering, pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY UNDERSCALE SLAB PLAN PROJECT NUMBER: C00405C09 BHT. OF: • 287 619 DRAWING NUMBER: S309 O W 0. LLJ m O cc —J J V VJ LU 0 —J 1- ILL a U C L.L.. uJ LL ELEV ELEV ELEV • . ELEV 266.00 266.00 266.00 266.00 ,........ ..... ................. .......... ............................... :::: .............. cam.. :r: 1. . ................... .. .. .............................................................................................. ELEV 266.40 NOTE 1 UNDERSCALE SLAB. PLAN SCALE FACILITY UNDERSCALE SLAB PLAN 1/8" = 1' -0" 266.00 ELEV 266.40 S302, S305, S306 LEGEND: CTJ SLAB CONTROL. JOINT (NOTE 2) :: FLOOR DRAIN (NOTE 3) CONC PAD OR PEDESTAL ABOVE PER S301, S302 NOTES: WITH #4 © 16 OC EACH WAY, CENTERED 1. 4" -SLAB—ON—GRADE IN SLAB. # ELEVATIONS NOTED ARE TOP OF SLAB AT SLAB EDGE. JOINTS SHALL BE TYPE CTJS2, UNO CONTINUE ACROSS 2. SLAB CONTROL R EXCEPT PROVIDE ISOLATION JOINT PER 3/S307 A SLAB AS SHOWN E R LOAD AT CELL AND PLATFORM PEDESTALS. JOINT LAYOUT MAY DIFFER BASED UPON ACTUAL AL SCALES AND FOUNDATION ARRANGEMENTS PROVIDED. SUBMIT PROPO D JOINT SE LAYOUT TO PROJE C T REPRESENTATIVE FOR REV IEW . 3. SEE 1 /5308 FOR SLAB DETAIL AT FLOOR DRAINS. 4. MECHANICAL AND ELECTRICAL PENETRATIONS THROUGH SLAB —ON— GRADE, INCLUDING UTILITY VAULTS AND TEST WELLS, ARE NOT SHOWN. CONTRACTOR SHALL VERIFY AND COORDINATE REQUIRED PENETRATIONS WITH ALL TRADES. REVIEWED FOR ODE COMPLIANCE " APPROVED DEC 2.6 2012 • City of Tukwila BUILDING DIVISION 1/8 "= -0" CITY. OF TL1011" .A DEC182012 PERMIT C §NTER 0. 16' Scale Feet 1- 800 -424 -5555 DESIGNED M. LEONARD DRAWN S. HESS C 1/8/i 0 FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/810 RESPONSE TO CITY OF TUKWILA • CORRECTION LETTER #1 A REV 11/1'/09 D E ISSUED FOR FINAL INTER— DISCIPLINARY REVIEW CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division MLA' Engineering, pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY UNDERSCALE SLAB PLAN PROJECT NUMBER: C00405C09 BHT. OF: • 287 619 DRAWING NUMBER: S309 O W 0. LLJ m O cc —J J V VJ LU 0 —J 1- ILL a U C L.L.. uJ LL O KEY TO OPENING SCHEDULE: 1. OPENING SCHEDULE IS PROVIDED AS A CONVENIENCE TO ASSIST IN COORDINATION OF THE WORK OF TRADES. FOR VERIFYING TYPE, NUMBER AND PLACEMENT OF OPENINGS, WHETHER LISTED ON THE OPENING SCHEDULE OR 2. LOCATION OF PENETRATION SHALL BE REVIEWED IN THE FIELD WITH PROJECT REPRESENTATIVE. 3. OPENINGS BETWEEN ROOMS OR SPACES ARE IDENTIFIED BY THE NUMBERS ASSIGNED TO THE TWO ROOMS OR OPENING NUMBER AS DESCRIBED BELOW: A. ON THE OPENING SCHEDULE, THE LOWER NUMBERED ROOM OR SPACE IS LISTED FIRST. FOR ROOMS OR SPACES ON LOWER LEVELS ARE ` LISTED FIRST: B. ON PLANS AND ELEVATIONS, THE DISCRETE OPENING NUMBER IS LISTED WITHIN A PENTAGON IC OR SPACES IS NOT EVIDENT ON THE PLAN OR ELEVATION, ITS NUMBER IS LISTED! BELOW THE PENTAGON IC C. EXTERIOR SPACES ARE INDICATED THUS: EXW OPENINGS THROUGH ABOVE- GRADE EXTERIOR WALLS EXR OPENINGS THOUGH ROOFS •EXS OPENINGS THROUGH SOFFITS SUW OPENINGS THROUGH SUB - GRADE WALLS SUF OPENINGS THROUGH SUB -GRADE FLOORS D. DISCRETE OPENING NUMBERS ARE ASSIGNED TO THE FOLLOWING SERIES: 01 -29 ARCHITECTURAL /STRUCTURAL 30 -59 MECHANICAL 60 -89 ELECTRICAL 90 -99 COMPACTOR EQUIPMENT E. EXAMPLES: 107-109-92 A COMPACTOR EQUIPMENT OPENING IN THE WALL BETWEEN THE HPU ROOM AND THE LOADING AREA C05- 102 -66 AN ELECTRICAL OPENING IN THE FLOOR BETWEEN THE ELECTRICAL ROOM AND THE MULTIPURPOSE ROOM C01- EXW =31 A MECHANICAL OPENING IN A SUBGRADE EXTERIOR WALL AT THE COMPACTOR BAY CONTRACTOR IS RESPONSIBLE NOT. SPACES AND BY A DISCRETE VERTICAL PENETRATIONS, ON. IF ONE OF THE ROOMS ON. OPENING SCHEDULE FROM — TO NO NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES NOTES rz z w a_ HEIGHT AFF PLAN /ELEVATION DETAIL ci < w z m -I J J C!) COMPACTOR LEVEL - TSO BUILDING COMPACTOR LEVEL - TSO BUILDING CONTINUED C01 -SUF 34 6" DIA FLOOR WALL M111 M114A RAINWATER SUCTION LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 35 4" DIA FLOOR WALL M111 M114 SOIL WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 36 6" DIA FLOOR WALL _ M111 M114 _ SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 37 4" DIA FLOOR WALL M111 M115 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 38 12 "x24" FLOOR M111 E/M117 BASKET DRAIN BD -1 SIZE INDICATED IS NOMINAL DUCT SIZE 39 4" DIA FLOOR M111 LEACHATE WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 40 SEE DETAIL FLOOR WALL M111 3/M109 BOOT WASH 41 12 "x24" FLOOR M111 E/M117 BASKET DRAIN BD -1 HPU FEEDER — 3 ", P008 42 SEE DETAIL FLOOR M111 . COMPACTOR BAY VAULT NO 1 HPU FEEDER - 3", P009 43 8" DIA FLOOR M 111 ,A/M117 LEACHATE WASTE CLEANOUT HPU FEEDER — 3 ", P010 44 SEE DETAIL FLOOR CEILING M111 B/M117 _ COMPACTOR BAY VAULT NO 2 45 12 "x24" FLOOR 24" DIA M111 E/M117 M115 BASKET DRAIN BD -1 46 4" DIA FLOOR 60 M111 CEILING E106 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 47 4" DIA FLOOR C01 -109 M111 4" DIA CEILING E106 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 48' 6" DIA . FLOOR FEEDER TO 2T1 - 2-1/2 , P028 M111 01 6'x10' CEILING LEACHATE WASTE SIZE INDICATED IS NOMINAL PIPE DIAMETER 49 6" DIA FLOOR M111 02 6'x10 CEILING SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 50 SEE DETAIL FLOOR M111 F/M117 30 4" DIA FLOOR HEATING WATER MANHOLE M111 51 SEE DETAIL FLOOR M111 D/M117 31 4" DIA FLOOR COMPACTOR BAY DRY VALVE VAULT M111 52 SEE DETAIL FLOOR M111 ' 3/M109 32 12 "x24" FLOOR BOOT WASH M111 53 6" DIA FLOOR M111 33 4" DIA FLOOR SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 54 4" DIA FLOOR M111 SIZE INDICATED IS NOMINAL PIPE DIAMETER CO1A —SUW 42 14" DIA SOIL WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER C01 —EXW 55 6" DIA WALL M112 VERIFY SIZE WITH SPRINKLER CONTRACTOR' 4" DIA WALL LEACHATE WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER C01 -ELEV 30 6 "x6" WALL 4" DOMESTIC WATER SERVICE M113 44 6" DIA WALL M112A SIZE INDICATED IS NOMINAL DUCT SIZE C01 -0O3 32 6 "x6" WALL SIZE INDICATED IS NOMINAL PIPE DIAMETER M113 4" DIA WALL 16' -0" [101 SIZE INDICATED IS NOMINAL DUCT SIZE C01 -004 31 6 "x6" WALL 61 M113 WALL 16' -0" E101 56 4" DIA CEILING 62 M112A WALL 16_ -0" E101 _ 4" SOIL WASTE UNISEX TOILET 104 PLUMBING CHASE C01 -005 ( > 30 6 "x6" WALL M113 37 42 x24" WALL SIZE INDICATED IS NOMINAL -DUCT SIZE 57 4" DIA CEILING DUCT SIZE INDICATED IS NOMINAL DUCT SIZE CO1A -105 36 4" RAINWATER SUCTION FLOOR CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 58 4" DIA CEILING 6" HUB DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 37 4" FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 60 5" DIA WALL 22' -0" [050 4" DOMESTIC WATER SERVICE 3" NPW INSULATED PIPE INSULATED PIPE 38 39 HPU FEEDER — 3 ", P008 61 5" DIA WALL 22' -0" E050 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 40 HPU FEEDER — 3 ", P009 62 5" DIA WALL 22' -0" E050 10" FIRE SPRINKLER RISER VERIFY SIZE WITH SPRINKLER CONTRACTOR 41 HPU FEEDER — 3 ", P010 63 5" DIA WALL 22' -0" E050 4" NPW INSULATED PIPE CO1A -120 HPU 'FEEDER — 3 ", P011 64 16 "x4" WALL 18' -0" E050 MANHOLE SIZE INDICATED IS MANHOLE SIZE BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 65 16 "x4" WALL 14' -0" E105 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 66 4" DIA WALL 16' -0" E050 _ METHANE VENT BASKET DRAIN BD -1 TOP LOAD BAY VAULT SIZE INDICATED IS NOMINAL PIPE DIAMETER FEEDER TO 4N1 — 2 ", P032 67 4" DIA WALL 16' -0" E050 31 SEE DETAIL 32 SEE DETAIL FLOOR TELECOMM TO E1.15 - 2 ", T331 68 _ 69 4" DIA w 4" DIA A WALL , WALL 16' -0" 16—'0" E050 E050 BOOT WASH 33 SEE DETAIL FLOOR TELECOMM TO' E115 - 2 ", T331 3/0109 FEEDER TO 2T1 — 2 -1/2 ", P028 OPENING SCHEDULE FROM - TO NO NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES PENET TYPE HEIGHT AFF PLAN /ELEVATION _J 1, CD . < n Q Z co -7 J C!) COMPACTOR LEVEL - TSO BUILDING CONTINUED C01 -006 40 4" DIA WALL M114A —1/4" TEPID WATER INSULATED PIPE 41 8" DIA WALL M114 4" NPW INSULATED PIPE 42 8" DIA WALL M114 4', NPW INSULATED PIPE CO6'SPACE ABOVE RESTROOMS /BREAK ROOM 48 24" DIA WALL M115 24" ROUND EXHAUST DUCT 49 13 "x13" WALL M115 9 "x9" - 2" LINED SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 24" DIA WALL M115 24 ROUND EXHAUST DUCT C06 SPACE ABOVE RESTROOMS /BREAK ROOM C01 -007 30 60 24" DIA WALL M115 5" DIA CEILING E106 HPU FEEDER — 3 ", P008 61 5" DIA CEILING E106 HPU FEEDER - 3", P009 62 5" DIA CEILING E106 HPU FEEDER — 3 ", P010 63 5„ DIA CEILING E106 HPU FEEDER - 3 ", P011 C01 -008 31 24" DIA WALL M115 C01 -108 60 4" DIA CEILING E106 2" FEEDER TO DUST COLLECTOR DISC. SW - P015 C01 -109 60 4" DIA CEILING E106 FEEDER TO 2T1 - 2-1/2 , P028 C01 -111 01 6'x10' CEILING 02 6'x10 CEILING CO1A —SUF 30 4" DIA FLOOR M111 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 4" DIA FLOOR M111 LEACHATE WASTE SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 12 "x24" FLOOR M111 BASKET DRAIN BD -1 33 4" DIA FLOOR M111 LEACHATE WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER CO1A —SUW 42 14" DIA WALL M112A 10" FIRE SPRINKLER VERIFY SIZE WITH SPRINKLER CONTRACTOR' 43 4" DIA WALL M112A 4" DOMESTIC WATER SERVICE SIZE INDICATED IS NOMINAL PIPE DIAMETER 44 6" DIA WALL M112A 6" RAINWATER SUCTION LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 60 4" DIA WALL 16' -0" [101 FEEDER TO 4N1 - 2 ", P032 61 4" DIA WALL 16' -0" E101 _ 4" NPW TELECOMM TO E115 — 2 ", T331 TELECOMM TO E115 - 2 ", T331 INSULATED PIPE 62 4" DIA WALL 16_ -0" E101 _ CO1A -STC 36 8 DIA WALL M121 37 42 x24" WALL M113 DUCT SIZE INDICATED IS NOMINAL DUCT SIZE CO1A -105 36 6" DIA CEILING M112A 6" HUB DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 37 8" DIA 6" DIA CEILING CEILING M112A M112A 4" DOMESTIC WATER SERVICE 3" NPW INSULATED PIPE INSULATED PIPE 38 39 4" DIA CEILING M112A FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 40 14" DIA CEILING M112A 10" FIRE SPRINKLER RISER VERIFY SIZE WITH SPRINKLER CONTRACTOR 41 8" DIA CEILING M112A 4" NPW INSULATED PIPE CO1A -120 01 18" DIA CEILING MANHOLE SIZE INDICATED IS MANHOLE SIZE 34 4" DIA _ CEILING M103 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 35 4" DIA CEILING M103 E/M117 C/NI117 _ METHANE VENT BASKET DRAIN BD -1 TOP LOAD BAY VAULT SIZE INDICATED IS NOMINAL PIPE DIAMETER CO2 -SUF 30 12 "x24" FLOOR FLOOR M i l 1 M111 31 SEE DETAIL 32 SEE DETAIL FLOOR M111 3/M109 BOOT WASH 33 SEE DETAIL FLOOR M111 3/0109 COMPRESSED AIR MANHOLE CAMH -1 34 SEE DETAIL FLOOR M111 3/0109 COMPRESSED AIR MANHOLE CAMH -2 CO2 —EXW 30. 6" DIA WALL M112 2" NPW INSULATED PIPE INSULATED PIPE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL LOUVER SIZE CO2 —006 39 6" DIA WALL _ WALL WALL M114A M115 .M114A 3" NPW _ EXHAUST GRILLE /PLENUM EXHAUST LOUVER 52 �48 "x36" 53 12 "x12" C05 -SUW —SUF 30 4" DIA WALL M112 4" RAINLEADER SUB —GRADE WALL UP THROUGH FLOOR — BLOCKOUT 32 6" DIA WALL M112 6" RAINLEADER SUB -GRADE WALL UP THROUGH FLOOR — BLOCKOUT C05 -SUW 60 6" DIA WALL 12' -0" E050 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 61 6" DIA WALL 12' -0" E050 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 62 6" DIA _ WALL _ WALL 12' -0" 13' -0" E050 E050 E049 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 63 6" DIA REVIEWED FOR 64 6" DIA WALL 13'_0„ E050 E049 „ OE COMPLIANCE ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 , P001 65 6" DIA WALL 13' -0" [050 E049 `'' APPROVED ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 66 6" DIA WALL 13' -0" E050 E049 , ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 67 _ 6" DIA WALL 12' -0" E050 E049 TELECOMM SERVICE ENTRANCE CONDUIT, 4" 68 6" DIA WALL 12' -0" E050 E049 TELECOMM SERVICE ENTRANCE CONDUIT, 4" 69 6" DIA WALL 12' -0" E050 E049 T ' ' , , , TELECOMM SERVICE ENTRANCE CONDUIT, 4" 70 6" DIA WALL 12' -0" E050 E049 _ ' . TELECOMM CONDUIT, 4" — SCALEHOUSE, T305 TELECOMM CONDUIT, 4" — SCALEHOUSE, T305 TELECOMM CONDUIT, 4" — FUTURE MAINTENCE, T328 .. t hCi rA 71 6" DIA WALL 12' -0" E050 E049 72 6" DIA WALL 12' -0" E050 E049 73 6" DIA WALL 12' =0" E050 E049 Ot�fYOFTO �•� = TELECOMM CONDUIT, 4" — FUTURE MAINTENCE, T328 74 6" DIA WALL 12' -0" E050 E049 (1FC 1 8.2012 TELECOMM CONDUIT, 4" - FUTURE S PROCESSING BLDG, T327 C05 -102 60 6" DIA CEILING E050 E049 _ / ... TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 61 6" DIA CEILING E050 E049 s - ' .° TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 CONTINUED ON A017 'i 6079 REGISTERED ARCHITECT DO LAS L. BRINLEY STATE OF WASHINGTON DESIGNED C. CONWAY DRAWN J. PALMER 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 CC DB• MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 CC DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division KPG 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE PROJECT NUMBER: C00405C09 SHT. OF: 323 619 DRAWING NUMBER: A0.16 0 W U) z_ 1 _ _ a a _ - _ - _ OPENING SCHEDULE FROM — TO N NO N NOMINAL SIZE L LOCATION D DETAIL /SECTION D DESCRIPTION N NOTES PENET TYPE PENET TYPE HEIGHT AFF PLAN /ELEVATION J Z Q Q 1 J EQUIPMENT L LEVEL ' TSO BUILDING CONTINUED FROM A017 103 -218 3 31 8 8" DIA C CEILING M M124 F FIRE SPRINKLER A ALLOCATED SPACE FOR SPRINKLER RISER 32 8 8" DIA C CEILING M M124 F FIRE SPRINKLER A ALLOCATED SPACE FOR SPRINKLER RISER 33 8 8" DIA C CEILING M M124 F FIRE SPRINKLER A ALLOCATED SPACE FOR SPRINKLER RISER 34 2 2" DIA C CEILING M M124 F FLOOR DRAIN S SIZE INDICATED IS DRAIN PIPE SIZE 104 , , 30 1 13 "x10" C CEILING M M122 C CEILING EXHAUST FAN S SIZE INDICATED IS NOMINAL FAN SIZE 105 -110 3 30 8 8 "x6" W WALL M M122 E EXHAUST DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 31 4 4 "DIA W WALL M M124 2 2" NPW I INSULATED 32 4 4" DIA W WALL M M124 1 1-1/2" /2" TEPID WATER I INSULATED 105 -112 3 33 8 8 "DIA W WALL M M193 F _ FIRE SPRINKLER S SUBJECT TO FIRE SPRINKLER DESIGN 34 8 8" DIA W WALL r M193 F FIRE SPRINKLER S SUBJECT TO FIRE SPRINKLER DESIGN 106 -215 3 30 2 2" DIA C CEILING M r M SHOWER DRAIN S SIZE INDICATED IS DRAIN PIPE SIZE 107 -109 3 30 3 36 "x36" W WALL _ M126 T TRANSFER GRILLE OPENING S SIZE INDICATED IS NOMINAL GRILLE SIZE 31 3 36 "x20" W _ M M126 E EXHAUST GRILLE OPENING S SIZE INDICATED IS NOMINAL GRILLE SIZE 108 =EXW 3 30 4 48" DIA C CEILING M M127 D DUST COLLECTOR EXHAUST OUT S SIZE INDICATED IS NOMINAL DUCT SIZE 31 3 36" DIA C CEILING M M127 C COMPACTOR LEVEL EXHAUST OUT S SIZE INDICATED IS NOMINAL DUCT SIZE 108 —EXR 3 31 4 4" DIA C CEILING M M105 4 4" METHANE VENT THRU ROOF 32 4 40" DIA C CEILING M M104 D DUST COLLECTOR INTAKE IN 108 -109 3 31 3 36" DIA W WALL M M126 E EXHAUST DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 32 8 8" DIA W WALL M M125 1 - - 4 4" NPW I INSULATED PIPE 33 4 4" DIA W WALL M M125 1 1-1/2" TEPID WATER I INSULATED PIPE 108 -111 3 30 4 4" DIA W WALL M M103 2 2" NPW I INSULATED PIPE 31 8 8" DIA W WALL M M125 4 4" NPW I INSULATED PIPE 32 4 4" DIA W WALL M M124 1 1-1/2" TEPID WATER I INSULATED PIPE 33 8 8 "DIA W WALL M M194 F FIRE SPRINKLER S SUBJECT TO FIRE SPRINKLER DESIGN 34 8 8" DIA W WALL M M194 F FIRE SPRINKLER S SUBJECT TO FIRE SPRINKLER DESIGN 108 -205 3 30 6 6" DIA W WALL M M137 ` 2 2" CWR I INSTALL THRU WALL W/ ACOUSTIC WALL SEAL 31 6 6" DIA W WALL M M137 2 2" CWS I INSTALL THRU WALL W/ ACOUSTIC WALL SEAL 109 —EXW 3 30 S SEE NOTE W WALL M M126 1 1,4/A176 3 3/A176 2 2/A173 I INTAKE LOUVER 1 19' -6" WIDE x 5' -2" HIGH 31 S SEE NOTE W WALL M M126 1 1/A176 3 3/A176 2 2/A176 E EXHAUST LOUVER 2 28' -1" WIDE x 8' -0" HIGH 109 -116 3 32 1 13 "x10" C CEILING M M126 C CEILING EXHAUST FAN S SIZE INDICATED IS NOMINAL FAN SIZE 109 -119 3 30 6 6" DIA C CEILING M M126 S SUPPLY DIFFUSER S SIZE INDICATED IS NOMINAL DUCT SIZE 109 -202 6 60 4 4" DIA C CEILING E E109 F FEEDER TO 2T1 - 2 -1 /2 ", P028 109 -207 3 32 4 4" DIA W WALL M M124 4 4" SOIL WASTE I INTO ROOM 207 PLUMBING CHASE 110 —SUF 3 30 2 2" DIA F FLOOR M M112A F FLOOR ` DRAIN S SIZE INDICATED IS DRAIN PIPE SIZE 110 3 30 1 13 "x10" C CEILING M M122 C CEILING EXHAUST FAN S SIZE INDICATED IS NOMINAL FAN SIZE 110 -111 3 31 4 4" DIA W WALL M M124 1 1 -1/2" TEPID WATER ` I INSULATED PIPE 32 4 4" DIA W WALL M M124 2 2" NPW , I INSULATED PIPE 110 -120 3 31 1 12 "x12" W WALL 7 7' -0" M M122 E EXHAUST LOUVER S SIZE INDICATED IS NOMINAL DUCT SIZE 116 —UP 3 30 8 8" DIA C CEILING M M124 4 4" NPW UP THRU CHASE LID I INSULATED PIPE 31 8 8" DIA C CEILING M M124 4 4" VENT UP THRU CHASE LID I INSULATED PIPE LEVEL 2 - TSO BUILDING 201 -202 3 30 1 18" DIA W WALL M M133 S SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 31 2 24 "x24" W WALL M M134 R RETURN AIR OPENING S SIZE INDICATED IS NOMINAL DUCT SIZE 202 -CH1 3 37 1 16" DIA W WALL _ M133 V VENTILATION AIR SUPPLY DUCT . S SIZE INDICATED IS NOMINAL DUCT SIZE 202. -203 3 38 1 16 DIA W WALL M _ M SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 202 -220 3 32 1 14" DIA W WALL M M133 S SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 33 1 16" DIA W WALL M M133 _ RETURN DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 34 1 14" DIA W WALL M M133 _ _ R SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 35 1 12 DIA W WALL M M133 S _ S SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 36 2 26 "x18" W WALL M M133 R RETURN AIR DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 60 4 4" DIA W WALL 1 10' -6' E E116 F FEEDER TO 2T1 — 2 -1/2 ", P028 203 —CH1 3 30 1 16" DIA W WALL M M133 V VENTILATION AIR SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 203 -220 3 31 2 26 "x18" W WALL M M133 T TRANSFER AIR OPENING S SIZE INDICATED 1S NOMINAL DUCT SIZE 204 -205 3 30 1 10" DIA W WALL M M133 R RETURN DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 204 -220 3 31 1 10" DIA W WALL M M133 S SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 205 -206 3 32 1 12" DIA W WALL M M133 R RETURN DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE ce cc N V N OPENING SCHEDULE FROM — TO NO NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES _� '� n m J t: W < _I C� Z ¢ v LEVEL 2 - TS0 BUILDING CONTINUED 208 32 6 "x6" CEILING M133 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 208 -209 33 10" DIA WALL M133 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 208 -210 34 12" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 35 6" DIA WALL M133 EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 208 -220 36 14" DIA WALL M133 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 209 -210 36 12 "x8" WALL M134 TRANSFER OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 210 -EXR 31 6" DIA CEILING M132 M132 EXHAUST DUCT UP TO ROOF CAP RC —T1 SIZE INDICATED IS NOMINAL DUCT SIZE 210 -211 30 6" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 211 30 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 211 —EXR 31 14" DIA CEILING M105 M132 DUCT RISER TO EF —T4 SIZE INDICATED IS NOMINAL DUCT SIZE 212 30 8 "x8" CEILING M133 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE I 31 6" DIA CEILING M133 SUPPLY DIFFUSER SIZE INDICATED IS NOMINAL DUCT SIZE 212 —EXR 32 4" DIA CEILING M105 M136 4" PLUMBING VENT THRU ROOF SIZE INDICATED IS VENT PIPE SIZE 212 -213 33 12" DIA - WALL M132 EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 34 14" DIA WALL M133 SUPPLY DUCT SIZE INDICATED IS NOMINAL `DUCT SIZE 212 -219 35 16" DIA WALL M132 '- SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 36 8 "x6" WALL M132 WALL SUPPLY REGISTER SIZE INDICATED IS NOMINAL REGISTER SIZE 60 6" DIA WALL 9' -6" El 16 TELECOMM CONDUIT, 4 ", T332 61 6" DIA WALL 9' -6" E116 TELECOMM CONDUIT, 4", T332 62 6" DIA WALL 9' -6" E116 TELECOMM CONDUIT, 4 ", T332 63 6" DIA WALL 9' -6" El 16 TELECOMM CONDUIT, 4 ", T332 213 30 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 31 6" DIA CEILING M132 4" PLUMBING VENT THRU ROOF SIZE INDICATED IS VENT PIPE SIZE 213 -219 32 8 "x6" WALL M132 WALL SUPPLY REGISTER SIZE INDICATED IS NOMINAL REGISTER SIZE 33 14" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 214 -215 30 8" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 215 31 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 216 -217 30 12" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 217 31 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 218 31. 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE SCALE FACILITY — SCALEHOUSE SUF —CRAWL 30 2" DIA FLOOR M301 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 31 2" DIA FLOOR M301 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 32 4" DIA FLOOR M301 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER CRAWL —SUW 30 6" DIA SLEEVE M302 REFRIGERATION SLEEVE CRAWL 31 12 "x12" WALL M302 DUCT OPENING SIZE INDICATED IS NOMINAL DUCT SIZE CRAWL —CHASE 32 20 "X10" FLOOR M302 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE CRAWL -501 33 9" DIA FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 34 9" DIA FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 35 9" DIA FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 36 9" DIA FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE CRAWL -503 01 2'x2' FLOOR 37 9" DIA FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 38 16 "x8" FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 39 16 "x8" FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 40 16 "x8" FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER . SIZE 501 —EXR 33 4" DIA CEILING M301 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 501 —ATTIC 41 10" DIA CEILING M302 DUCT RISER SIZE INDICATED IS NOMINAL DUCT SIZE 42 10" DIA CEILING M302 DUCT RISER SIZE INDICATED IS NOMINAL DUCT SIZE 503 —ATTIC 01 2'- 6 "x4' -6" CEILING 503 -505 51 20 "x20" DOOR M302 DOOR GRILLE 52 20 "x20" DOOR M302 DOOR GRILLE - - - .VED 504 —ATTIC 47 6 "x6" CEILING M302 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZ �� 1 505 —ATTIC 48 16 "x16" CEILING M302 RETURN 'GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 506 —ATTIC 49 6 "x6" CEILING M302 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE • 507 —ATTIC 50 6 "x6" CEILING M302 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE City o u''"' ATTIC —EXW 45 24 "x24" WALL M302 LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZ = 46 24 "x12" WALL M302 LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE ATTIC —EXR 44 14" DIA ROOF M302 FRESH AIR INTAKE DUCT SIZE INDICATED IS NOMINAL DUCT SIZE RECYCLING BUILDING 601 —SUF 31 SEE DWG FLOOR M401 A M401 TRENCH DRAIN 32 2" DIA FLOOR M401 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 33 4" DIA FLOOR M401 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER CITY OFti10111.," 34 4" DIA FLOOR M401 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 601 —EXR 35 4" DIA . CEILING M401 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 36 4" DIA CEILING M401 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER PENET TYPE HEIGHT AFF PLAN /ELEVATION 6079 REGISTERED ARCHITECT DO LAS L. BRINLEY STATE OF WASHINGTON DESIGNED S. FISCHER DRAWN J. PALMER 6/10/10 CC DB FINAL • ISSUED FOR CITY OF TUKWILA PERMITS 1/8/10 CC DB MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 1/8/10 VERIFY SCALE BAR IS ONE INCH ON A ANSI "D" DRAWING 0 1" REV DATE CC DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS 7/31/09 CC DB ISSUED FOR CITY OF TUKWILA PERMITS CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division A A A A KPG 7539th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE PROJECT NUMBER: C00405C09 SHT. OF: 325 619 DRAWING NUMBER: AO 17A J z Ins004 June 3, 2010 - 9:34 AM - P: \cad\ 2007 \07785.bow — lake —ts \BOW- LAKE — PERMIT— ABC — NEW \F_M011.dwg DESIGNED LNS MECHANICAL LEGEND MECHANICAL LEGEND SYMBOL DESCRIPTION e III COMPRESSED AIR CA 0 . • I PRESSURE GAUGE WITH SNUBBER AND ISOLATION VALVE UNDERGROUND PNEUMATIC RACEWAY A • CA PS COMPRESSED AIR OUTLET --- COLD WATER — th OPENING NUMBER (SEE OPENING NON— POTABLE WATER NPW A ROOF TOP DUCT SUPPORT (ANCHORED) HOT WATER (120 °) - - MOTORIZED CONTROL VALVE 111' 11 HOT WATER (140 °) — —140 MOTORIZED. BUTTERFLY VALVE HOT WATER CIRCULATING (120°) — — 3 WASTE NUMBER, POUND VENT �M.W w�rEwNw � NW, + wPW W SERVED. ©A # RAIN WATER RW ®R # REVERSE ACTING THERMOSTAT # INDICATES EQUIPMENT SERVED LEACHATE WASTE .. LW CD CARBON MONOXIDE SENSOR # INDICATES EQUIPMENT SERVED RAINWATER SUCTION RWS CARBON DIOXIDE SENSOR # INDICATES EQUIPMENT SERVED # TEPID WATER (85 0) TW SPEED CONTROLLER # INDICATES EQUIPMENT SERVED TEPID WATER RETURN TWR 16x10 CONDENSER WATER SUPPLY CWS CFM .CONDENSER WATER RETURN CWR HEATING WATER SUPPLY HWS HEATING WATER RETURN HWR .. 20/12L FUEL OIL SUPPLY (B20) FOS k 1 FUEL OIL RETURN (B20) FOR DUCT SECTION (EXHAUST, RETURN, OR OUTSIDE AIR) MEDIUM PRESSURE HIGH VOLUME MISTING MPHV -- • • HIGH PRESSURE LOW VOLUME MISTING HPLV OLU E ! P ' FIRE SPRINKLER F VOLUME DAMPER (MANUAL) W/ REMOTE OPERATOR HYDRAULIC OIL . HO PSU Sb— CONDENSATE C 8;rj C CD -# # INDICATES TYPE OF DIFFUSER PER SCHEDULE FIRE •DEPARTMENT PUMPER CONNECTION p POST INDICATIOR VALVE W/ TAMPER SWITCH ..„,—,1,..... CRG CFM —111—. • UNION --NI— COMBINATION FIRE /SMOKE DAMPER CHECK VALVE �1 SR *— ♦ BUTTERFLY VALVE BALL VALVE (� RELIEF OR SAFETY VALVE GATE VALVE D4 BALANCE VALVE �� REDUCED PRESSURE BACKFLOW PREVENTER PRESSURE REGULATOR SOLENOID VALVE 9 PDI —'A' WATER HAMMER ARRESTOR. ' LETTER INDICATES PLUMBING & DRAINAGE INSTITUTE SIZE. —• POC POINT OF CONNECTION THRUST BLOCK SEE DWG C093 DESIGNED LNS MECHANICAL LEGEND SYMBOL DESCRIPTION WATER FLOW METER e III VELOCITY SENSOR THERMOMETER IN THERMOWELL 0 . • I PRESSURE GAUGE WITH SNUBBER AND ISOLATION VALVE WCO PRESSURE SWITCH FCO PS CO SURFACE CLEANOUT v v m v PRESSURE SENSOR th OPENING NUMBER (SEE OPENING NOTES THIS SHEET) TEMPERATURE SENSOR IN THERMOWELL A ROOF TOP DUCT SUPPORT (ANCHORED) M S MOTORIZED CONTROL VALVE 111' 11 ROOF TOP DUCT SUPPORT (SUP) - M MOTORIZED. BUTTERFLY VALVE S W��'`�w � w ' W - FLOW CONTROL VALVE FCV NUMBER, POUND w `m. .� •... ® # �M.W w�rEwNw � NW, + wPW W SERVED. ©A # TEMPERATURE SENSOR WITH LOCAL ADJUSTMENT. _ # INDICATES EQUIPMENT SERVED THERMOSTAT, # INDICATES EQUIPMENT SERVED 0 # ®R # REVERSE ACTING THERMOSTAT # INDICATES EQUIPMENT SERVED CO # MOTION SENSOR # INDICATES EQUIPMENT SERVED CD CARBON MONOXIDE SENSOR # INDICATES EQUIPMENT SERVED (011 fr CARBON DIOXIDE SENSOR # INDICATES EQUIPMENT SERVED # NITROUS OXIDE SENSOR # INDICATES EQUIPMENT SERVED 0 # SPEED CONTROLLER # INDICATES EQUIPMENT SERVED —� CFM n SIDEWALL SUPPLY REGISTER 16x10 SWR SIDEWALL RETURN REGISTER CFM 0 1O/4L DUCT (WIDTH, HEIGHT), L INDICATES LINED DUCT (DIMENSIONS CLEAR INSIDE) DUCT (FIRST FIGURE, SIDE SHOWN) 4 20/12 + LINED DUCT, INSIDE DIMENSION (FIRST FIGURE, SIDE SHOWN) 1 UNER EXCEPT WHERE INDICATED, I.E. 20/12L (2") 20/12L k 1 DUCT SECTION (SUPPLY) DUCT SECTION (EXHAUST, RETURN, OR OUTSIDE AIR) 0 ROUND DUCT,. ROUND OLU E ! P ' '' -mow VOLUME DAMPER (MANUAL) W/ REMOTE OPERATOR R 7�-.ow —w....-w.w W W w W w W.N FLEXIBLE CONNECTION PSU Sb— FLEXIBLE DUCT 8;rj C CD -# # INDICATES TYPE OF DIFFUSER PER SCHEDULE Ff II ..„,—,1,..... CRG CFM CEIUNG RETURN, EXHAUST OR TRANSFER GRILLE OR REGISTER --.• FIRE DAMPER S �--- COMBINATION FIRE /SMOKE DAMPER CORRIDOR COMBINATION FIRE /SMOKE DAMPER SR *— ♦ MECHANICAL LEGEND SYMBOL DESCRIPTION REFRIGERANT LINE SET _ — • ♦ _.....s:._ fai _ _. ......�..� lir VELOCITY SENSOR �-w, POC POINT OF CONNECTION WCO WALL CLEANOUT FCO FLOOR CLEANOUT CO SURFACE CLEANOUT METHANE VENT th OPENING NUMBER (SEE OPENING NOTES THIS SHEET) A ROOF TOP DUCT SUPPORT (ANCHORED) 1 S ROOF TOP DUCT SUPPORT (SUP) - S W��'`�w � w ' W - DRAWN NBD 6/10/10 JAR LNS FINAL ISSUED FOR CITY OF TUKWILA PERMITS C B VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" REV A 1/8/10 1/8/10 7/31/09 JAR JAR JAR LNS LNS LNS MODIFICATIONS SUBSEQUENT TO . PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS DATE CHK'D APP'D REVISION DESCRIPTION GENERAL NOTES WHERE CONNECTIONS TO EXTERIOR UTILITIES ARE INDICATED, RESPECTIVE DIV. 21, DIV. 22, DIV. 23 CONTRACTOR SHALL VERIFY POINT OF CONNECTION AND MAKE CONNECTION TO EXTERIOR UTILITY. 2. EQUIPMENT SHALL BE PROVIDED AS SCHEDULED /INDICATED BY MANUFACTURER AND MODEL NUMBER OR APPROVED EQUAL. OPENING DESIGNATION SEISMIC ISOLATION NOTES . SEE DWG A103 AND ASSOCIATED REFERENCED DRAWINGS. FOR SEISMIC ISOLATION NOTES AND REQUIREMENTS. 2. IN ALL LOCATIONS WHERE MECHANICAL ITEM PENETRATE THROUGH SEISMIC JOINTS, WHETHER SPECIFICALLY INDICATED ON THE DRAWINGS OR NOT PROVIDE FLEXIBLE TRANSITIONS WHICH PERMITS THE MOTIONS SET FORTH IN THE STRUCTURAL DRAWINGS AND MAINTAINS THE FIRE RATINGS OF THE WALL, FLOOR OR ROOF ASSEMBLIES PENETRATED. NOTES: . 1 • OPENINGS BETWEEN ROOMS OR SPACES ARE IDENTIFIED BY THE SYMBOL Q WITH DISCRETE OPENING NUMBERS ASSIGNED TO THE TWO ROOMS OR SPACES. 2. REFER TO OPENING SCHEDULE ON SHEETS A016 AND A017 FOR NUMBERING NOMENCLATURE. 3. OPENINGS ARE SCHEDULED FOR PENETRATIONS WHICH ARE. FOUR (4) INCHES OR GREATER IN SIZE. 4. OPENINGS FOR CEIUNG . REGISTERS, GRILLES AND DIFFUSERS ARE NOT INCLUDED IN THE OPENING SCHEDULE. 5. OPENINGS FOR PENETRATIONS LESS THAN FOUR (4) INCHES IN SIZE ARE NOT INCLUDED IN THE OPENING SCHEDULE. 6. OPENINGS FOR PENETRATIONS IN CONCRETE SHALL BE CAST —IN -PLACE . FOR SIZES EIGHT (8) INCHES OR GRATER. OPENINGS LESS THAN EIGHT (8) INCHES MAY BE CAST—IN--PLACE OR DRILLED. King County Department of Natural Resources and Parks Solid Waste Division LINE SIZE DESIGNATION 1 FIRST # LEFT TO LAST # RIGHT LNS FIRST # TOP TO LAST # BOTTOM FIRST # TOP T0. LAST # BOTTOM FIRST # LEFT TO LAST # RIGHT. LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C . GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 PG BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL LEGENDS REVIEWED FOR CODE PROVED COMPLIANCE DEC 26 2012 t, • City of Tukwila BUILDING DIVISION 4 CITY OF TLIKM I.. A DEC 18 2012 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 454 619 DRAWING NUMBER: MO 1 1 1- 800 -424 -5555 u 0 U. O LL. LIJ z LL N 0 La_I w a. cad \2007 \07785.bow — lake —ts \BOW —!AK N 3; ns004 — June 3, 2010 PLUMBING FIXTURE SCHEDULE SYMBOL DESCRIPTION W V CW HW REMARKS ELECTRICAL P-1 WALL HUNG FLUSH VALVE WATER CLOSET 4 2 1 - DUAL FLUSH 1.6/1.1 GAL FLUSH CP -T1 P -1A WALL HUNG FLUSH VALVE WATER CLOSET 4 2 1 - DUAL FLUSH ADA COMPLIANT 1.6/1.1 GAL FLUSH 0 P -18 FLOOR MOUNT FLUSH VALVE WATER CLOSET 4 2 1 - DUAL FLUSH ADA COMPUANT 1.6/1.1 GAL FLUSH - P -2 WALL HUNG URINAL -1 PINT FLUSH 2 1 -1/2 1/2- 20 SENSOR FLUSH 1 -PINT FLUSH DIV 26 DIV p_2A WALL HUNG URINAL -1 PINT FLUSH 2 1 -1/2 1/2. • - SENSOR FLUSH ADA COMPUANT 1 -PINT FLUSH - P -3 . WALL HUNG LAVATORY 1 -1/2 1 -1/2 1/2 1/2 ADA COMPLIANT SENSOR FAUCET 0.5 GPM 3,26 WATTS /FT 014° F AMBIENT P -3A COUNTERTOP LAVATORY 1 -1/2 1 -1/2. 1/2 1/2 ADA COMPLIANT SENSOR FAUCET 0:5 GPM' HT -4 P -4. SINGLE COMPARTMENT SINK W/ DISHWASHER HOOK UP, DISPOSAL & HOT WATER DISPENSER 2 1 -1/2 1/2 1/2 ADA COMPLIANT 1.5 3/4HP 75 W 0W PH P -4A SINGLE COMPARTMENT SINK W/ DISHWAHER HOOKUP & HOT WATER DISPENSER 2 1 -1/2 1/2 1/2 ADA COMPLIANT 1.5 GPM 750W 120/1 PH P-5 FLOOR MOUNT UTILITY SINK 3 2 1/2 1/2 2.5 GPM COMPACTOR BAY CO1 • P-. 6 DUAL LEVEL DRINKING FOUNTAIN 1 -1/2 1 -1/2 1/2 - ADA COMPUANT -7 P-6A DUAL LEVEL DRINKING WATER COOLER 1 -1/2 1 -1/2 1/2 - ADA COMPLIANT 1/3 HP 11/3 PH P -7 SHOWER 2 1 -1 /Z 1/2 1/2 ADA COMPLAINT 2.0 GPM INTEGRAL DN. 22 rir"-q BW T1. . REFRIGERATOR ICE MAKER SUPPLY. T T�'1fumy- MI HT -9 RTAS WITH SRF 3 -1C TOP LOAD LEVEL - SPA T T W/ BACKFLOW 15 ASSEMBLY BOOT WASH 2 1 -1/2 3/4• _ NPW SUPPLY BAS CONTROL NM 500 W 120/1 PH 3.260 WATTS /FT ®14 F AMBIENT EMERGENCY SHOWER /EYEWASH •11/4 INTEGRAL DIV. 22 DIV. 26 _ TEPID WATER - - ellEMERGENCY SHOWER / EYEWASH EMERGENCY EYEWASH - 3.26 WATTS /FT ®14° F AMBIENT 15 1 -1/4' TEPID WATER OWNER FURNISHED . CONTRACTOR INSTALLED DIV. 26 NO 0 1/2" TEPID WATER C 3.26 WATTS /FT ®14° F AMBIENT - FREEZE PROOF HOSE BIBB INTEGRAL DIV. 22 DIV. 26 • NO - W/ INTEGRAL VACUUM BREAKER RTAS WITH SRF 3 -1C WEST TRUCK PAD HOSE BIBB mo,- 120/1 -,,. --. T -v.- - - NO VACUUM C 2 BREAKER FD -1 FLOOR DRAIN * * - - SIZE AS NOTED ON DRAWINGS W/ TRAP PRIMER & TRAP SEAL NO FD -2 FLOOR DRAIN HEAVY DUTY * * - - SIZE AS NOTED ON . DRAWINGS W/ TRAP PRIMER & TRAP SEAL INTEGRAL DIV. 22 FD -3 FLOOR DRAIN W/ SEDIMENT BASKET * * - - SIZE AS NOTED ON DRAWINGS W/ TRAP PRIMER - FFD -1 FUNNEL FLOOR DRAIN * * - - SIZE AS NOTED ON DRAWINGS W/ TRAP PRIMER & TRAP SEAL EAST TRUCK : PAD FS -1 rairillirliWilirillrig FLOOR SINK 4 INTEGRAL DIV. 22 DIV. 26 NO V C FPLSM 20212(15)100 HD -1 HUB DRAIN 6" 208/3 INTEGRAL DIV. 22 DIV. 22 W/ TRAP PRIMER BD -1 BASKET DRAIN 500 ill INTEGRAL DI-CT1- C -A BAY VAULTS NO.1 OR NO.2 BD -2 BASKET DRAIN 6" . 120/1 N,- ,- TO COMPACTOR BAY VAULT NO,2 C NO AD -1 AREA DRAIN 6" AASHTO HS20 COMPLIANT TRENCH DRAIN - - - - ASHTO HS20 COMPLIANT DOMESTIC WATER PUMP SCHEDULE SYMBOL MANUFACTUERER MODEL NO. LOCATION SERVICE TYPE SIZE GPM HEAD (FT) 20 20 ELECTRICAL LOAD SHEDDING NO NO - REMARKS 01 - 01 - HP 1/6 1/6 VOLTAGE /PH 115/1 115/1 STARTER DIV. 23 - DIV. 23 DISCONNECT DIV. 26 -- DIV. 26 - CP -T1 GRUNDFOSS - UPS 26 99 -BF MIND2F6°S9S9-BF TSO RISER ROOM 105 TSO RISER ROOM 105 DOMESTIC HOT WATER TEPID WATER IN UNE IN UNE 1" 1 " 5 5 - CP -T2 0 MV -R1 MODEL MODEL 5 -210 WARMING ROOM 206 0.5 2.0 10 120 V MV -R2 SPEAKMAN MODEL 5E -370 WARMING ROOM 206 O.5 5.0 REMARKS: 0 DIV. 23 BAS CONTRACTOR SHALL PROVIDE AND INSTALL A MOTOR RATED RELAY FOR CONTROLS INTERLOCK. UNE VOLTAGE WIRING BY DIV. 26. MIXING VALVE SCHEDULE SYMBOL MANUFACTURER MODEL NO. LOCATION MIN. FLOW GPM PEAK FLOW GPM MAX PRESSURE DROP PSI TEMP. SETPOINT ° F REMARKS MV -T1 MODEL 5 -400 MODEL TSO RISER ROOM 105 0.5 W/. RECIRCULATION 27.0 10 120 MV -T2 SPEAKMAN MODEL SE -352 TSO RISER ROOM 105 3.0 W/ RECIRCULATION 60.0 30 85 0 MV -R1 MODEL MODEL 5 -210 WARMING ROOM 206 0.5 2.0 10 120 V MV -R2 SPEAKMAN MODEL 5E -370 WARMING ROOM 206 O.5 5.0 20 85 DIV 26 DIV MV-S1 SYMMONS MODEL 5 -220 ATTIC SCALEHOUSE ATTIC 0'S 2.5 10 120 O 6 KW 208/1 DIV 22 MANUF. DIV. 26 NO O1 SELF HAUL TIPPING FLOOR 112 -SOUTH 3,26 WATTS /FT 014° F AMBIENT REMARKS: 0 3/4 -INCH INLETS, 1 -INCH OUTLET. ® 1 1/4-INCH INLETS AND OUTLET, ANSI Z358.1 COMPUANT. V 3/8 -INCH INLETS AND OUTLET. 0 1/2 -INCH INLETS AND OUTLET, ANSI Z358.1 COMPLIANT. 0 1/2 -INCH INLETS AND OUTLET. WASTEWATER VALVE SCHEDULE SYMBOL LOCATION MANUFACTURER MODEL NO. NORMAL POSITION FAIL POSITION VALUE SIZE VALVE TYPE REMARKS WV-1 COMPACTOR LEVEL DRY VALVE VAULT DEZURK PEC,8,F1,CI,NBR,CR W/ GS- 12 -SC1OA PNEUMATIC ACTIVATOR OPEN OPEN 8" ECCENTRIC PLUG CONTROL VALVE, SPRING-TO-OPEN, AIR -TO -CLOSE o 0 0 0 0 REMARKS 0 CONTROL VALVE TYPE- ECCENTRIC PLUG, SPRING -TO -OPEN, AIR -TO- CLOSE. 0 MAXIMUM WASTEWATER PRESSURE - 10 PSI. V AVAILABLE AIR PRESSURE - 80 PSI. 0 PROVIDE WITH POSITION LIMIT SWITCHES (OPEN AND CLOSE CONTACTS). 0 INSTALL VALVE SO PLUG ROTATES UPWARD IN OPEN POSITION AND VALVE PLUG FACES FLOW IN CLOSED POSTTION. WATER HEATER SCHEDULE SYMBOL +� WH -T1 • DESCRIPTION `w■ HEATER 1 9 GAL LOCATION - RISER ROOM 105 CW HW _ ELECTRICAL LOAD SHEDDING REMARKS ` + - PH STARTER DISCONNECT - 1 -1/4 r ' 1 -1/4 30 KW -■ 480/3 DN. U MAN T-TT DIV. 26 r-� T YES T T 0OV® WH -T2 ELECTRICAL WATER HEATER 119 GAL TSO RISER ROOM 105 1 -1/4 1 -1/4 30 KW 480/3 DM 22 MANUF. DN. 26 YES 00®3 0 WH -S1 ELECTRICAL WATER HEATER 20 GAL SCALE HOUSE ATTIC 3/4 3/4 2500 KW 120/1 DIV' MANUF. DIV 26 DIV NO 0 ® B _ , WH -R1 ELECTRICAL WATER HEATER 50. GALLON WARMING ROOM 602 CLOSET 3/4 3/4 6 KW 208/1 DIV 22 MANUF. DIV. 26 NO O1 REMARKS: 0 WATER HEATER SHALL BE SET AT 145'F. ® WATER HEATER SHALL BE PROVIDED WITH 2 -STAGE STEP. CONTROL WATER HEATER SHALL INCLUDE STEP CONTROL RELAYS FOR INTERFACE WITH DIV. 23 BAS TO PROVIDE LOAD SHEDDING. ER STEP. PROVIDE SEISMIC RESTRAINT OF WATER HEATER IN CONFORMANCE WITH UPC. C REVIEWED FOR ;ODE COMPLIANCE APPROVED DEC 2 6 2012 City of Tu ila BUILDING DIV G ROOF DRAIN SCHEDULE SYMBOL MANUFACTURER MODEL NO. SIZE • REMARKS RD -1 JR SMITH FIG. 195 4 " PROVIDE. WITH UNDER •DECK CLAMP AND ADJUSTABLE EXTENSION DOMESTIC WATER PURVEYOR JURISDICTION STATIC PRESSURE TRANSFER BUILDING WATWER SUPPLY FIXTURE UNITS SCALEHOUSE WATER SUPPLY FIXTURE UNITS RECYCLE BUILDING WATER SUPPLY FIXTURE UNITS HIGHUNE WATER DISTRICT 111 PSI * 209 PLUS 180 GPM 45 45 (INCLUDES FUTURE WATER CLOSET) * PSI STATIC PRESSURE 0 ENTRANCE TO SITE WITH SEPARATE PRESSURE REDUCING VALVES (SET AT 70 PSIG) IN SCALE HOUSE AND IN TRANSFER BUILDING. TRANSFER BUILDING PRESSURE REDUCING VALVE ALSO SERVES RECYCLE BUILDING. C HEAT TRACE SCHEDULE SYMBOL CHROMALOX MODEL NO. LOCATION ELECTRICAL LOAD SHEDDING REMARKS WATTAGE FLA V /PH STARTER DISCONNECT HT -1 RTAS WITH SRF 3 -1C SELF HAUL TIPPING FLOOR 112 -SE 3.26 WATTS /FT ° ®14 F AMBIENT 15 120/1 INTEGRAL DIV. 22. DIV. 26 NO HT -2 RTAS WITH SRF 5 -1C COMMERCIAL RECEIVING FLOOR ;.?,7,) WATTS /FT F AMBIENT 15 120/1 INTEGRAL D1% 22 DIV. 26 NO U1 RTAS WITH SRF 5 -1 C C COMMERCIAL RECEIVING FLOOR 111 -NORTH 3'26 WATTS /FT ° ®14 F AMBIENT 120/1 INTEGRAL OIV. 22 DIV. 26 140 _ , C S WITH 1 SR5 3.26 WATTS /FT ®14° F AMBIENT - - - RTAS WITH SRF 5-1C SELF HAUL TIPPING FLOOR 112 -SOUTH 3,26 WATTS /FT 014° F AMBIENT 120 1 / INTEGRAL DIV. 22 DIV. 26 NO HT -4 RTAS WITH SRF 3-1C TOP LOAD BAY CO2 3.26 WATTS /FT 014° F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO �1 HT -5 RTAS WITH SRF 5 g OMPACTOR AY EXTENSION C01A 3.26 WATTS /FT 014 °F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO -1C _6 RTAS WITH SRF 5-1C COMPACTOR BAY CO1 • 3.26 WATTS /FT 014° F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO 0 -7 RTAS WITH SRF 5-1C MECHANICAL C06 3.26 WATTS /FT 014° F AMBIENT 15 120/1 INTEGRAL DN. 22 DIV 26 NO O HT -8 RTAS WITH SRF 5 -1C LOADING AREA 109 3.26° WATTS /FT X14 F AMBIENT 15 120/1 INTEGRAL DN. 22 DIV. 26 NO HT -9 RTAS WITH SRF 3 -1C TOP LOAD LEVEL - SPA 3.260 WATTS /Ff 014 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO 0� l.:/ HT -10 RTAS WITH SRF 3-1C FUELING STATION 3.260 WATTS /FT ®14 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 •. NO HT -11 RTAS WITH SRF 3 -1 C HOT LOAD PAD 3.26 WATTS /FT ®14° F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO 0 HT -12 RTAS WITH SRF 3 -1 C WEST TRUCK PAD 3.26 WATTS /FT ®14° F AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 • NO HT -13 RTAS WITH SRF 3 -1C WEST TRUCK PAD 3.26 WATTS /FT . 014 °F AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO 2 HT-14 RTAS WITH SRF 3 -1C WEST TRUCK PAD 3.26 WATTS /FT 014 °F AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO 2 . HT -15 RTAS WITH SRF 3 -1 C EAST TRUCK PAD 3;26 WATTS /FT 014° ®14 ©14°F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO V HT -16 RTAS WITH SRF 3 -1 C EAST TRUCK PAD 3.26 WATTS /FT 014° F AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO V HT -17 RTAS WITH SRF 3 -1C EAST TRUCK : PAD 3.26 WATTS /FT 014 °F AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO V HTP -1 FPLSM 20212(15)100 MECH. ROOM C06 21,600 - 208/3 INTEGRAL DIV. 22 DIV. 22 NO ' COMPACTOR BAY 500 INTEGRAL MEI C01 120/1 DIV. 22 DIV. 26 NO REMARKS 0 INDIVIDUAL BRANCH CIRCUIT WITH SINGLE UNE SENSING THERMOSTAT. 0 MULTIPLE LOCATIONS (HT -11, HT -12, HT -13 & HT -14) ON COMMON BRANCH CIRCUIT WITH SINGLE UNE SENSING THERMOSTAT. V MULTIPLE LOCATIONS (HT -15, HT -16 & HT -17) ON COMMON BRANCH CIRCUIT WITH SINGLE UNE SENSING THERMOSTAT RL9fd9:.:a EAT TRACE PANEL INCLUDES 100AMP MAIN DISCONNECT SWITCH WITH 15 INDIVIDUAL 20 AMP 120VAC 1 -POLE BRANCH CIRCUIT g �S g .IKIAIP ? DEC 1 6 2012 PERMIT CENTER ESEW -2 INCLUDES FACTORY HEAT TRACE AND SHALL BE PROVIDED BY OWNER FOR INSTALLATION BY CONTRACTOR. 1- 800 -424 -5555 DESIGNED LNS DRAWN NBD 6/10/10 JAR LNS FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 JAR LNS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 1" A 1/8/10' 7/31/09 JAR JAR LNS LNS RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division L N LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES - SHEET 1 PROJECT NUMBER: C00405C09 SHT. OF: 455 619 DRAWING NUMBER: M012 0 0 w,/ 0 w I..L. 0 00 0 rt w 0 U cc 0 w 0) 0) 'Cr z s004 — June 3, 2010 REMARKS: . 1. PROVIDE WEATHERPROOF START /STOP CONTROLLER. MISCELLANEOUS EQUIPMENT SCHEDULE HOSE REEL SCHEDULE DESCRIPTION MANUFACTURER, MODEL CAPACITY EQUIP NO DESCRIPTION MANUFACTURER, MODEL LOCATION ELECTRICAL LOAD SHEDDING REMARKS HEAT TRACE PROTECTION DISCONNECT POWER VOLT PHASE STARTER DISCONNECT HRP -A- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR SOUTH 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO VENDOR COMPONENTS HT -1 HRP -B- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR WEST 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO HT -3 HRP -C- 100 -125 HOSE. REEL- 100FTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR WEST EXTERIOR 1�2' HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 -1 /2 HP HT -3 HRP -D- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR WEST 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 460 HT -3 HRP -E- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR NORTH 1/2 HP 120 1 DIV. 22 MANUF. DN. 26 NO 1 3 HT -3 HRP -F- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR NORTH 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 15 FLA HT -3 HRW -G- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR SOUTH 1/2 HP 120 1 DN. 22 MANUF. DIV. 26 NO 120 HT -2 HRP -H -75 -1.25 HOSE REEL- 100FTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR EAST 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -2 HRP -I- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR EAST 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO HT -2 HRP -J -75 -1.25 HOSE REEL- 75FTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR EAST EXTERIOR 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO MANUF DIV. 11 HT -2 HRP -K- 100 -125 HOSE REEL- 100FTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TOP LOAD LEVEL SOUTH EXTERIOR 1/2 HP 120 f DIV. 22 MANUF. DIV: 26 NO DIV. 26 DIV. 26 DIV. 26 HT -9 HRW -L -1 QO -1.25 HOSE REEL- 100FTx1.25" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL EAST EXTERIOR 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 FLA HT -4 HRW- M- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL WEST TOP LOAD BAY 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 120 HT -4 HRW- N- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 =25 -26 COMPACTOR LEVEL COMPACTOR BAY #1 SOUTH 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 .■ HT -6 HRW- 0- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL .7528 -25 -26 COMPACTOR LEVEL rElksTACTOR BAY #1 1/2 HP 120 1 DIV. 2 DIV. 26 NO HT -5 HRW- P- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 =26 COMPACTOR LEVEL WEACTOR BAY #2 ST 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO HT-5 HRW- Q- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL .INC MODEL 7528 -25 -26 COMPACTOR LEVEL COMPACTOR BAY #2 NORTH 1/2 HP 120 1 DIV. 22 MANUF. DN. 26 NO HT -5 HRP -R- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 HOT LOAD PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO HT -11 HRW -S- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 =25 -26 WEST TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO HT -12 HRW -T- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 WEST TRUCK PAD 1/2 HP 120 1 DIV. 22 MAME. DIV. 26 NO HT -13 HRW -U- 100 -1.5 HOSE REEL- 100FTx1. r " NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 WEST TRUCK PAD 1/2 HP 120 1 DN. 22 MANUF. DN. 26 NO HT -14 HRP -V- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 EAST TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 N0. HT -15 HRP -W- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 EAST TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO HT -16 HRP -X- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 EAST TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO HT -17 REMARKS: . 1. PROVIDE WEATHERPROOF START /STOP CONTROLLER. MISCELLANEOUS EQUIPMENT SCHEDULE EQUIP NO DESCRIPTION MANUFACTURER, MODEL CAPACITY ELECTRICAL LOAD SHEDDING REMARKS POWER VOLT PHASE STARTER DISCONNECT _ BP -T1 BOOSTER PUMP C GRUNDFOS MPC EF4 CRN20 -fi w / 320 GPM ® 136 PSI W/ _ 3 PUMPSw (4) • 15 HP 460 3 VFD DIV. 22 DIV. 26 YES 6, 7 WATER SYSTEM MS -T1 COMPACTOR CHUTE LPHV MISTING SYSTEM VENDOR COMPONENTS 3. HP 480 .3 VENDOR YES NO 7 MS -T2 TIPPING /RECEIVING HPLV FLOOR MISTING SYSTEM VENDOR COMPONENTS 15 HP 480 3 VENDOR VFD YES NO 7 MS -T3 SPA HPLV MISTING SYSTEM VENDOR COMPONENTS 1 -1 /2 HP 480 3 VENDOR YES NO 7 AC -T1 AIR COMPRESSOR QUINCY NORTHWEST QNW -F20 20 HP 460 3 INTEGRAL DIV. 22 DN. 26 NO RAF -Ti REFRIGERATED AIR DRIER ZEKS C `�� ^,.moo. 36,000 CFM 1/2 HP - 125 HP 120. 460 1 3 INTEGRAL DIV. 22 VFD DIV. 23 DIV. 26 - DIV. 26 NO YES 5 100 HSG AMERICAN AIR FILTER MODEL 4RC96 DST -T1 DUST COLLECTOR • • BSF -T1 BOOSTER WATER SYSTEM FILTRATION MILLER - LEAHMAN ATD3(4)X6- 130M- A -MOD1 320 GPM 200 MICRON 15 FLA 120 1 INTEGRAL DIV. 22 DIV. 26 NO 1 PVCP -T1 PNEUMATIC VALVE CONTROL MANIFOLD BAS PANEL DIV. 23 _ 15 FLA 120 1 DIV. 26 NO 4 SWVP -T1 STORM./ WASTE WATER VALVE PANEL COMPACTOR LEVEL BAS PANEL DIV. 23 - 15 FLA 120 1 DIV. 26 NO 8 WVP -T1 WASTE WATER VALVE CONTROL PANEL LOADING AREA 109 BAS PANEL DN. 23 - 15 FLA 120 1 DIV. 26 NO TW -T1 TIRE WASH SYSTEM VENDOR COMPONENTS - - 14.8 HP 460 3 MANUF DIV. 11 DIV. 26 NO FM -T1 POTABLE WATER FLOW METER NEPTUNE TRU /FLO COMPOUND METER ( 2" SIZE 0 - 65 GPM 2 -1/2" SIZE 0 - 320 GPM ( 1 -1/2" SIZE 0 - 60 GPM 1 FLA i FLA 1 FLA 120 120 120 1 1 1 - - - DIV. 26 DIV. 26 DIV. 26 NO NO NO 2, 10 2, 9 2 9 FM _ TZ NPW SYSTEM FLOW METER SIEMENS SITRANS ( MODEL FM MAGFLO ( SIEMENS. SITRANS MODEL FM MAGFLO FM -T3 NPW MISTING SYSTEM FLOW METER FM -T4 NPW BOOSTER SYSTEM FLOW METER SIEMENS SITRANS \ MODEL FM MAGFLO 2 -1/2" SIZE 0 - 320 GPM 1 FLA 120 1 - DIV. 26 NO 2 9 FM -T5 NPW TIRE WASH FLOW METER SIEMENS SITRANS MODEL FM MAGFLO 2" SIZE 0 - 110 GPM 1 FLA 120 1 - DIV: 26 NO FM-S1 POTABLE WATER FLOW METER .► - - SIEMENS SITRANS MODEL FM MAGFLO .._ t o v 1" SIZE 0 - 25 GPM 1 - �. 1 FLA . L s 120 ... 1 .■ - t L r DIV. 26 �. NO J. 2 eA C. REMARKS: 1. PROVIDE 3/4" COMPRESSED AIR FROM MECHANICAL ROOM C06 COMPRESSED AIR SYSTEM TO FILTRATION SYSTEM, 4 SCFM 0 80 PSIG. 2. PROVIDE 4 - 20 ma OUTPUT FROM METER TO DIV. 40 SCADA SYSTEM. 3. PROVIDE FOUR(4) RUBBER IN SHEAR ISOLATORS ANCHORED TO CONCRETE FLOOR. 4. PROVIDE 1" COMPRESSED AIR FROM MECHANICAL ROOM C06 COMPRESSED AIR SYSTEM TO PNEUMATIC VALVE CONTROL MANIFOLD. . 5. PROVIDE 2" COMPRESSED AIR FROM MECHANICAL ROOM C06 COMPRESSED AIR SYSTEM TO DUST COLLECTOR. SEE DWG M020. 6. PROVIDE SHUTDOWN RELAY FOR INTERFACE WITH DIV. 40 SCADA SYSTEM FOR SHUTDOWN OF NPW SYSTEM. 7. PROVIDE BAS RELAY FOR LOAD SHEDDING. 8. INTERFACE WITH DIV. 40 SCADA SYSTEM 9. MAG 5100W SENSOR W/ MAG 6000 SIGNAL CONVERTER. 10. PROVIDE WITH NEPTUNE TRICON /E3 TRANSMITTER. MOVED FROM MO16 G l � REVIEWED FOR CODE COMPLIANCE APPROVED DEC 262012 City of Tukwila BUILDING DIVISION CITY OF ItW ?1!.; DEC 18 2012 • PERMIT CENTER 1- 800 -424 -5555 C DESIGNED LNS DRAWN NBD D 6/10/10 JAR LNS FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 JAR LNS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1 /8/10 JAR LNS RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A REV 7/31/09 DATE JAR LNS ISSUED FOR CITY OF TUKWILA PERMITS CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES - SHEET 2 PROJECT NUMBER: C00405C09 SHT. OF: 456 - 619. DRAWING NUMBER: M013 V 0 w O w m a Co -J G w 0 L.L 0 LL - P: \cad \2007 \07785. bow — Take —ts \BOW— LAKE — PERMIT —ABC- NEW \F_M016.dwg InsO04 — June 3, 2010 — 9:48 EXPANSION TANK SCHEDULE HEAT EXCHANGER SCHEDULE MANUFACTURER MODEL NO LOCATION LOCATION . SERVICE HOT SIDE COLD SIDE FULL WEIGHT (POUNDS) REMARKS REMARKS SYMBOL MANUFACTURER MODEL NO FLOW RATE (GPM) ENTERING FLUID TEMP (°F) LEAVING FLUID TEMP ( °F) FLUID TYPE MAX. PD. (FT -H20) FLOW RATE (GPM) ENTERING FLUID TEMP ( °F) LEAVING FLUID TEMP (`F) FLUID TYPE MAX. PD. (FT -H20) WEIGHT HX -F1 MUELLER ACCU -THERM FUEL STORAGE FUEL STORAGE TANK HEATING 5 110 95 30% GLYCOL 10.0 10 40 48 B20 DIESEL 10.0 JOHN WOOD JOPR -22 -413 TSO C06 NON- POTABLE BOOSTER PUMP 264 264 BLADDER 3050 1, 2 DET -T1 AMTROL THERM -X -TROL ST -42 TSO 105 DOMESTIC DODOM WATER 20 8.6 BLADDER 260 1 DET -R1 AMTROL THERM- X -TROL ST -12 WARMING 602 DOMESTIC DOROOM HOT WATER 4.4 1.9 BLADDER 70 24 DET -51 AMTROL THERM- X -TROL ST -5 SCALE HOUSE ATTIC DOMESTIC HOT WATER 2.0 0.9 BLADDER 45 350 1.25 0.25 0.038 29 27 EXPANSION TANK SCHEDULE SYMBOL MANUFACTURER MODEL NO LOCATION SERVICE TANK VOL (GAL) ACCEPTANCE VOL (GAL) TYPE FULL WEIGHT (POUNDS) REMARKS ET-T1 AMTROL EXTROL AX -200V TSO LOADING AREA 109 CONDENSER WATER SYSTEM 110 34 BLADDER 1175 1. - ET -T2 AMTROL EXTROL AX -15V TSO LOADING AREA 109 MAKEUP AIR HEATING 8 2.4 BLADDER 120 1 ET -T3 ZIF MOL EXTROL 15 V TSO C06 FUEL HEATER 8 2.4 BLADDER 120 VAV -T2 ET -T4 JOHN WOOD JOPR -22 -413 TSO C06 NON- POTABLE BOOSTER PUMP 264 264 BLADDER 3050 1, 2 DET -T1 AMTROL THERM -X -TROL ST -42 TSO 105 DOMESTIC DODOM WATER 20 8.6 BLADDER 260 1 DET -R1 AMTROL THERM- X -TROL ST -12 WARMING 602 DOMESTIC DOROOM HOT WATER 4.4 1.9 BLADDER 70 24 DET -51 AMTROL THERM- X -TROL ST -5 SCALE HOUSE ATTIC DOMESTIC HOT WATER 2.0 0.9 BLADDER 45 350 REMARKS: 1. ANCHORED TO CONCRETE FLOOR WITH FOUR (4) ANCHOR BOLT. SEE DETAIL 6/M018. 2. EXPANSION TANK ET-T4 SHALL BE CHARGED TO. MATCH THE DISCHARGED PRESSURE OF BP -T1. AIR SEPARATOR SCHEDULE SYMBOL MANUFACTURER MODEL NO. LOCATION SERVICE CAPACITY GPM REMARKS AS -T1 AMTROL. FILTER 3AS -L TSO LOADING AREA 109 CONDENSER • WATER SYSTEM 82 MAX : AS AMTROL FILTER 109 TSO MECH • RM 118 MAKEUP AIR HEATING 30 DIS AS -T3 AMTROL FILTER 109 MECH. RM C09 FUEL STORAGE TANK HEATING 7 7 "0 VAV TERMINAL UNIT SCHEDULE TAG TITUS SIZE CFM STATIC PRESSURE NC LEVELS CONTROL POWER REMARKS -- UNIT INLET OUTLET MAX : MIN. INLET DOWN MIN. oP RAD. DIS VOLTS PH VAV-T1 DESV 7 7 "0 12X10 600 80 1.25 0.25 0.124 27 27 24 - 1 VAV -T2 DESV 9 9 "0 14X12 870 870 1.25 0.25 0.035 24 22 24 - 1 VAV-T3 DESV 5 5 "0 12X8 200 65 1.25 0.25 0.032 25 22 24 - 1 VAV-T4 DESV 8 8"� 12X10 770 350 1.25 0.25 0.038 29 27 24 - 2 VAV-T5 DESV 6 6 110 12X8 400 400 1.25 0.25 0.130 28 25 24 - 2 VAV-T6 DESV �` 8 e 8 "s6 r 12 � ■ �� 710 .0 10 �` i► 1.25 �r� ` �.2 • .�. 0.038 27 27 - � 24 . AMR. w .�.. - ..ft. rift. ' Y 29 VAV-T7 DESV 4 4 "1 6 "0 50 50 1.25 0.25 0.032 25 22 24 - 2 VAV-T8 DESV 4 4 "0 6 "0 50 50 1.25 0.25 0.032 25 22 24 - 2 HYDRONIC SYSTEM PUMP SCHEDULE SYMBOL DESCRIPTION SYMBOL MANUFACTURER MODEL N0. LOCATION SERVICE TYPE CEIUNG SUPPLY DIFFUSER - TITUS MODEL TMRA-M, ALUMINUM, ROUND WITH ADJUSTABLE CONE GPM HEAD AT) ELECTRICAL LOAD SHEDDING MOTOR (MIN) REMARKS HP RPM VOLTAGE /PH STARTER DISCONNECT P -T1 GRUNDFOS UPS 80 -160 F TSO EQUIPMENT L HYDRONIC HEAT PUMP OOP PRIMARY IN-LINE L 82 I 40 3 ( 1800 1 460/3 DIV. 26 DIV. 26 NO 4 86.5% FROM .NREC P-T2 GRUNDFOS UP 43 -75 F EQUIPMENT EQUIPMENT LEVEL HYDRONIC HEAT PUMP BOILER LOOP IN -UNE 15 12 1/6 6 / 1800 ' 115 1 / BAS RELAY DIV.' 23 DIV. 26 NO NA P-T3A GRUNDFOS UPS 40 -80/2 F TS° EQUIPMENT LEVEL HYDRONIC HEAT PUMP HPU HEAT EXCHANGE IN =UNE 30 20 3 4 ( 1800 r 115 1 / , BAS RELAY DIV. 23 DIV. 26 NO ' NA i P-T3B GRUNDFOS UPS 40 -80/2 F TSO EQUIPMENT EQ P LEVEL HYDRONIC HEAT PUMP HPU HEAT EXCHANGE IN -UNE 30 20 3/4 ( 1800 i 115/1 ■ BAS RELAY DIV. 23 DN. 26 NO NA ' P-T4 GRUNDFOS UPS 40 -240 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP ROOFTOP HEAT COIL IN -UNE 30 45 " \ . ( 1 -1 / ( ( 3/4 ( 1800 1800 1 460/3 1 115/1 I DIV. 26 BAS RELAY DIV. 23 . DIV. 26 DIV. 26 ' 84.OX NO I FROM NREC NO NA 4 P -T5 GRUNDFOS UPS 32 -160 F • TS0 EQUIPMENT LEVEL HYDRONIC HEAT PUMP DRY COOLER IN-UNE : 30 Y•• 30 P -T6 GRUNDFOS UP 26 -99 F TSO EQUIPMENT LEVEL FUEL STORAGE TANK HEATER IN -UNE 5 29 ( 1/6 I. 11 115/1 f BAS RELAY DIV. 23 DN. 26 NO , NA L REMARKS: 1, MINIMUM EFFICIENCY PER THE 2006 NREC. c REMARKS: 1. PROVIDE ONE, 110V CIRCUIT FOR TSO UPPER LEVEL VAV UNITS T1, T2 &T 3. BAS CONTRACTOR SHALL PROVIDE TRANSFORMER FOR CONTROL POWER TO EACH VAV. 2. PROVIDE ONE 11OV CIRCUIT FOR TSO EQUIPMENT LEVEL VAV UNITS T4, T5, T7 & T8. BAS CONTRACTOR SHALL PROVIDE TRANSFORMER FOR CONTROL POWER TO ALL VAV UNITS. C . PROVIDE ONE 110V CIRCUIT FOR TSO COMPACTOR LEVEL VAV UNIT T6. BAS CONTRACTOR SHALL PROVIDE TRANSFORMER FOR CONTROL POWER TOVAV UNIT. AIR TERMINAL SCHEDULE SYMBOL DESCRIPTION CD -1 CEIUNG SUPPLY DIFFUSER - TITUS MODEL MCD, BORDER TYPE 3, 24X24 MODULE FOR LAY -IN CEIUNG CD -2 CEIUNG SUPPLY DIFFUSER - TITUS MODEL MCD, BORDER TYPE 1 FOR HARD -UD CEIUNG CD -3 CEIUNG SUPPLY DIFFUSER - TITUS MODEL TMRA-M, ALUMINUM, ROUND WITH ADJUSTABLE CONE FR -1 FLOOR REGISTER - TITUS MODEL TAF -D FLOOR DIFFUSER FR -2 _ .".._ FLOOR REGISTER - TITUS MODEL TAF -R FLOOR DIFFUSER SR-1 SIDEWALL SUPPLY REGISTER - TITUS MODEL 17OORL, ALUMINUM . W/ TYPE, C BORDER AND DIRECTIONAL BLADES SG -1 SIDEWALL SUPPLY GRILLE - TITUS MODEL 301FS, ALUMINUM, 1/2" BLADE SPACING, ADJUSTABLE EG -1 EXHAUST GRILLE - TITUS MODEL 355RL. STEEL, 1/2" BLADE SPACING, 35' FIXED DEFLECTION EG -2 _ EXHAUST GRILLE - TITUS MODEL 355FL ALUMINUM, 1 /2" BLADE SPACING, 35' FIXED DEFLECTION, SURFACE -MOUNT FOR HARD LID CEIUNG OR WALL EG -3 EXHAUST GRILLE - TITUS MODEL 63FL HEAVY DUTY ALUMINUM, 1/2" BLADE SPACING, 30' DEFLECTION RG -1 RETURN GRILLE - TITUS MODEL 355FL. ALUMINUM, 1/2 ". BLADE SPACING, 35• FIXED DEFLECTION TG -1 FILTER TRANSFER GRILLE, DOOR MOUNT - TITUS MODEL 350FLF2 - 2" FILTER C TG -2 TRANSFER GRILLE - TITUS MODEL 355FL. ALUMINUM, 1/2" BLADE SPACING, 35' FIXED DEFLECTION .@EMARKS: 1. ALL TERMINALS: SIZE AS NOTED ON DRAWINGS 1)& C REVIEWED FOR ODE COMPLIANCE APPROVED DEC 2 6 2012 • City of Tukwila BUILDING DIVISION DESIGNED LNS DRAWN NBD D C VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 6/10/10 1/8/10 1/8/10 JAR JAR JAR LNS LNS LNS FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS 7/31/09 JAR LNS ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King. County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES SHEET 5 4 RREGEa+� CITY OF 11/Kl lfi'.. A DEC 1$ 2012 PERMIT CENTER. 1 -500 -424 -5555 PROJECT NUMBER: C00405C0.9 SHT. OF: 459 619. DRAWING NUMBER: M016 Q 2 LJ_ Ins004 - June 3, 2010 — 9:49 AM - P: \cad\ 2007 \07785. bow — lake —ts \BOW —LAKE— PERMIT — ABC — NEW \F_M017.dwg ABBREVIATION SYMBOL DESCRIPTION WHA WATER HAMMER ARRESTOR EV EMERGENCY VENT O.C. • ON CENTER B20 BIODIESEL (20%) lYP TYPICAL 0 ROUND W,H,L WIDTH, HEIGHT, LENGTH CFM CUBIC FEET PER MINUTE W/ WITH 0 AT AFF ABOVE FINISHED FLOOR IE INVERT ELEVATION GAL GALLON GPM GALLONS PER MINUT PSI POUND PER SQUARE INCH PSIG . POUNDS PER SQUARE INCH (GAUGE) STAT DEFL STATIC DEFLECTION SCADA SUPERVISORY CONTROL AND DATA ACQUISITION BAS BUILDING AUTOMATION SYSTEM DDC • DIRECT DIGITAL CONTROL MANUF. MANUFACTURER DIV. DMSIION HP HORSE POWER FLA FULL LOAD AMPS KW /W KILOWATTS/WATTS FT, FT2 FEET, SQUARE FEET NC NORMALLY CLOSED NO NORMALLY OPEN, NUMBER, NO TPV TRAP PRIMER VALVE RPM REVOLUTIONS PER MINUTE SP STATIC PRESSURE ESP EXTERNAL STATIC PRESSURE IN INCH V VOLT PH PHASE ° F DEGREE FAHREHEIT EAT ENTERING AIR TEMP LAT LEAVING AIR TEMP EWT ENTERING WATER TEMP LWT LEAVING WATER TEMP DB DRY BULB . ABBREVIATION SYMBOL DESCRIPTION WB WET BULB P.D. PRESSURE DROP MCA MAXIMUM CURRENT AMPS RIA RUN LOAD AMPS MOCP MAXIMUM OVER CURRENT PROTECTION MCP MAXIMUM CURRENT PROTECTION O.A. OUTSIDE AIR LBS POUNDS W.G. WATER GAUGE HSPF , HEATING SEASONAL PERFORMANCE FACTOR SEER ENERGY EFFICIENCY RATIO COP COEACIENT OF PERFORMANCE. MBH THOUSAND BRITISH THERMAL UNITS PER HOUR BTUH BRITISH THERMAL UNITS PER HOUR MV METHANE VENT NREC - 2006 1. MECHANICAL EQUIPMENT MINIMUM EFFICIENCIES SHALL COMPLY WITH THE 2006 NREC AS SCHEDULED ON THE DRAWINGS. 2. THE CONDITIONED AREAS OF THE BUILDING ARE PROVIDED WITH INDIVIDUAL SPACE TEMPERATURE CONTROL FOR EACH PIECE OF EQUIPMENT WITH A MINIMUM OF ONE TEMPERATURE CONTROL ZONE ON EACH OCCUPIED FLOOR OF THE BUILDINGS. 3. PROVIDE TEMPERATURE CONTROL CAPABIUTIES THROUGH THE BUILDING DIRECT DIGITAL CONTROL SYSTEM FOR A MINIMUM DEADBAND CONTROL OF 5 DEGREES F FOR ALL CONDITIONED AREAS WITH HEATING AND COOUNG CAPABIUTY AND PROVIDE LOCKOUT OF AUXIUARY OR SUPPLEMENTAL HEATING DURING THE COOUNG MODE. 4. THE BUILDING DIRECT DIGITAL CONTROL SYSTEM PROVIDES 7 -DAY PROGRAMMABLE CONTROL WITH NIGHT SETBACK CAPABILITY. THE BUILDING WILL BE CONTINUOUSLY OCCUPIED SUNDAY THROUGH SATURDAY EXCEPT FOR. A SCHEDULED SHUTDOWN WHICH WILL OCCUR ON SATURDAY EVENING. 5. EACH MECHANICAL SYSTEM SHALL BE PROVIDED WITH OUTSIDE AIR WITH 100% SHUTDOWN CAPABILITY DURING UN- OCCUPIED PERIODS WITH MOTORIZED DAMPER CONTROL ON OUTSIDE AIR INTAKES. MOTORIZED DAMPERS SHALL HAVE A MAXIMUM LEAKAGE OF 10 CFM /SF OF DAMPER AREA AT 1.0 INCHES W.G. AND GRAVITY BACKDRAFT DAMPERS SHALL NOT EXCEED 40 CFM /SF (ALL UNDER 24 INCHES IN EITHER DIRECTION) WHEN TESTED IN ACCORDANCE WITH AMCA STANDARD 500: 6. BALANCING DAMPERS SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS FOR EACH SUPPLY, RETURN AND EXHAUST AIR TERMINAL 7. MULTI - PURPOSE ROOM .102 AND CONFERENCE ROOM 203 IN THE TSO BUILDING ARE EACH PROVIDED WITH CARBON DIOXIDE MONITORING FOR DEMAND VENTILATION CONTROL. 8. PROVIDE DUCT SEALING PER NREC 1414.1 AND SECTION 23 3113 - HVAC METAL DUCTS. 9. PROVIDE DUCT INSULATION PER NREC 1414.2 AND SECTION 23 07 00 - HVAC INSULATION. 10. PROVIDE HVAC HEATING' WATER, CONDENSATE AND REFRIGERANT PIPE INSULATION PER NREC 1415.1 AND SECTION 23 07 00 -- HVAC INSULATION. 11. PROVIDE PLUMBING PIPE INSULATION PER NREC 1415.1 AND SECTION 22 07 00 - PLUMBING INSULATION. 12. COMMISSIONING OF THE HVAC SYSTEMS IS BEING PROVIDED AS REQUIRED BY NREC SECTION 1416.2: "ALL OTHER MECHANICAL SYSTEMS ", TO VERIFY EQUIPMENT PERFORMANCE AND SEQUENCE OF OPERATION. COMMISSIONING WILL INCLUDE: 1. COMMISSIONING PLAN 2. SYSTEM TESTING AND BALANCING 3. EQUIPMENT FUNCTIONAL PERFORMANCE TESTING . 4. CONTROLS PERFORMANCE TESTING COMMISSIONING REPORTS WILL BE PROVIDED PER NREC 1416.4.2.5: "COMMISSIONING REPORTS" AND WILL COMPLY WITH THIS NREC SECTION BY. INCLUDING: 1. A PRELIMINARY COMMISSIONING REPORT 2. POST CONSTRUCTION DOCUMENTATION 3. A FINAL COMMISSIONING REPORT 13. DOMESTIC HOT WATER CIRCULATING LOOPS SHALL BE PROVIDED WITH DDC PROGRAMMED RETURN WATER TEMPERATURE CONTROL TO SHUT -OFF PUMPS DURING PERIODS ON NON -USE. 14. ELECTRIC WATER HEATERS INSTALLED ON . CONCRETE FLOORS SHALL BE PLACED ON R10 (MINIMUM) RIGID INSULATION. 1)6 (.1-,..1.141 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 6 2012 City of Tukwila BUILDING DIVISION REC4.ata CITY OF TiiK< W1 A DEC 18 2012 PERMIT CENTER 1-800-424-5555 0 w rt 0 L w m y� 0 00 wcr U DESIGNED LNS DRAWN NBD 6/10/10 1/8/10 JAR LNS FINAL ISSUED FOR CITY OF TUKWILA PERMITS JAR LNS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY • SCALE B BAR IS ONE INCH ON A ANSI "D DRAWING 0 1" REV 1/8/10 7/31/09 DATE JAR LNS RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS JAR LNS ISSUED FOR CITY OF TUKWILA PERMITS CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division L N. S LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT NREC COMPLIANCE AND MECHANICAL ABBREVIATIONS 0 PROJECT NUMBER: C00405C09 SHT. OF: 460 619 DRAWING NUMBER: M017. U 0 w —J Z LL NEW \F_M018.dwg June 3, 2010 0 0 WELD TO STUDS EACH END SUPPORT ARM WALL BRACKET SUPPORT ARM PAIL HOOK 3x1 -7/8 "x3/16" CHANNEL SERVICE SINK FAUCET INSULATION HOLD DOWN PIPE CLAMP W/ RUBBER GASKET 3 "x4 "x 1 /4 "L WELD TO STUDS EACH END FIN GRADE OR PAVING C.I. COVER 24 "x24 "x6" THICK CONCRETE PAD WHERE NOT IN CONCRETE FINISH GRADE 1 LENGTH AS REQ'D i ADJUSTABLE C.I. VALVE BOX WATER LINE GATE VALVE. SERVICE SINK FAUCET SUPPORT VALVE BOX INSTALLATION DETAIL NOT TO SCALE NOT TO SCALE TANK DIAMETER ANCHOR BOLT HOLES 1/8" OVER ANCHOR BOLT SIZE. HOLES SHALL BE EVENLY SPACED AROUND PERIMETER. TANK SIZE (GAL) TANK DIA (IN) RING DIAM -A (IN). • HEIGHT (AFF) (!N) EXPANSION BOLT DIA (IN) IMBED DEPTH (IN) # OF BOLTS 2,000 70 62 8 3/4 5" 6 475 39 31 8 5/8 4" 4 FLOOR MOUNT TANK ANCHORAGE 5 NOT TO SCALE 125 ANCHOR WEIGHT (LBS) EXPANSION BOLT DIA (IN) IMBED. DEPTH (IN) 500 1/2 3 < 1000 5/8 4 FLOOR MOUNT EQUIPMENT ANCHORAGE �6 \ 125± NOT TO SCALE NOTE: WHERE EQUIPMENT IS ANCHORED TO CONCRETE PAN DECK CONSTRUCTION, PROVIDE THROUGH BOLTING WITH 1 /8" STEEL PLATE AND WASHER ON UNDERSIDE OF PAN DECK. TYPICAL A AIR 3/4" DROP DISTRIBUTION MAIN STRUT CLAMP. FILTER REGULATOR UNISTRUT CLAMP 1C)1. QUICK COUPLER TO MATCH OWNER REQUIREMENTS. STRUT CLAMP 3/8" DRAIN /__• FINISHED FLOOR TYPICAL AIR DROP NOT TO SCALE 6:71 11101(11 11101(11 11■ .1,. UNION FOR CONTINUATION AND SIZE, SEE FLOOR PLAN GATE (OR BALL) VALVE CHECK VALVE IN -LINE CIRCULATING PUMP (SEE PUMP SCHEDULE) CIRCULATING PUMP NOT TO SCALE 7-- COLD WATER SUPPLY LINE TO FLUSH VALVE FIXTURE 5 rni 20" UNLESS NOTED OTHERWISE r ISOLATION BALL VALVE IOI _- ACCESS. DOOR & FRAME �- TRAP PRIMER VALVE FLOOR DRAIN ��- FINISHED FLOOR WASTE TRAP PRIMER CONNECTION (CONCEALED PIPING AREAS) NOT TO A TRAP PRIMER GENERAL NOTES 1. IN FINISHED AREAS, LOCATE TRAP PRIMER VALVES WITHIN • WALL FRAMING. 2. IN UN- FINISHED AREAS, TRAP PRIMERS AND PIPING MAY BE EXPOSED. 3. IN AREAS • WITHOUT POTABLE WATER, CONNECT TO NEW NPW SUPPLY AND PROVIDE 1- MICRON FILTER BETWEEN BALL VALVE AND TRAP PRIMER. REDUCING TEE WITH TEST PLUG AND CAP FOR INSERTION OF TEST GAUGE OR TEMPERATURE PROBE (TYP EACH SIDE OF PUMP) DDC TEMP SENSOR FLOW ANCHOR TO FLOOR W/ TWO 1-1/4 2" EXPANSION BOLTS INSULATE AND HEAT TRACE TO OPERATING VALVES REVIEWED FOR CODE COMPLIANCE APPROVED DEC 26 2012 City of Tukwila BUILDING DIVISION FILGtd CITY OF T DEC 1:8 2 PERMIT CENTE EMERGENCY SHOWER DETAIL NOT TO SCALE 1 - inn -4.24 -5555 c 4R 1-101 IRS RFFORF Y(7 DESIGNED LNS DRAWN NBD 6/10/10 JAR LNS' FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 VERIFY SCALE' BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 JAR JAR LNS LNS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 JAR LNS ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE 0 GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL DETAILS PROJECT NUMBER: C00405C09 SHT. OF: 461. 619 DRAWING NUMBER: M018 C!; LL a LL c c LL c LL cr, C/r z LL June 3, 2010 — WASTE & VENT RISER DIAGRAM THERMOMET EXPANSION TANK DET -S1 3/4", ROUTE RELIEF VALVE AND DRAIN PAN LINES TO DISCHARGE TO EXTERIOR 12" AFF 3/4" MV —S1 SET AT 120 *F WH —S1 SET AT 140•F DRAIN PAN 3/4 ", 3/4" �-1 /2 "• 1 /2" �---� PDI -A & TRAP PRIMER P -1 -1/4 ". MANIFOLD W/ ACCESS DOOR IN WALL TRAP PRIMERS 0 -200 PSIG GAG TRAP PRIMER LINES TO FLOOR DRAINS FD -1 IN CRAWL SPACE �� M01 S� ISOLATION VALVE & SNUBBER PRESSURE REGULATOR SET AT 70 PSIG DOMESTIC WATER RISER DIAGRAM NO SCALE 1 M301 d r L J 3/4" CW UP TO WH —S1 IN. ATTIC 3 4" HW FROM WH —S1 PENETRATIONS TO ATTIC FOR TWO 3/4" PIPES WITH INSULATION 1 /2 ", 1 -1 /2", 1/2" — 2' i r u r_ r � L --47-- CONDENSATE TRAP SEAL UP TO HVAC -S1 COOLING COIL 504. 114„ HALL 503 J 1 r L - FL ROUE ABOVE OEILIN BE •W ATTIP DOCK t— /2" 1 506 507 3" L__ PLUMBING SYSTEM FLOOR SCALEHOUSE SOUTH SCALE FACILITY SCALE: 1/4" = 1' -0" PRESSURE REGULATOR SET AT 70 PSIG �2 SUW POC IE = .260.5. 4" CO 1 -1/4" 3/4 ", SUW SUF 2 "FD -1 ROUTE CONDENSATE ABOVE CRAWL SPACE FLOOR LEVEL ON SUPPORT CHANNEL 4" METHANE VTR -3/4" CW UP TO HB —2 "V UP —3 "W UP 3" VTR PENETRATIONS FOR VENT LINES INTO ATTIC & THRU ROOF ROOM . KEY RM NO RM NAME 501 CONTROL ROOM 502 BREAK AREA 503 HALL 504 TOILET 505 SERVER CLOSET 506 STORAGE 507 ELECTRICAL 1 -1/2 "W UP 4 "CO • IE = 259.34 1 -iII P -1B 2,, I I1„ '.I I _ 1104-71 —1/4" 3/4"C i BUR. _ j __, __ I p II II Li 1 -1/2 "V UP CW UP Q,C L2 "FD -1 4" METHANE VENT CONNECT TO 4" ABS VENT BELOW CRAWL SPACE FLOOR. SEE SHEET A -303 CONCRETE WALL TO TOP OF FLOOR JOISTS. ROUTE PIPING WITHIN BLOCKOUTS OR THROUGH SLEEVES. SEE STRUCTURAL DWGS FOR BLOCKOUTS PLUMBING SYSTEM FOUNDATION SCALEHOUSE SOUTH SCALE FACILITY SCALE: 1/4" = 1' -0" PG 2 0 1/4 " =1' -0" q Scale 10 Feet REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 fi 2012 City of Tukwila BUILDING DIVISION RECEi Va.) CITY OF TI.II W1'. DEC 18 2012 PERMIT CENTER 1 -A00 -424 -5555 DESIGNED LNS DRAWN NBD 6/10/10 JAR LNS FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 JAR LNS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B A REV 1/8/10 7/31/09 DATE JAR JAR CHK'D LNS LNS APP'D RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE 0 GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY PLUMBING PLANS PROJECT NUMBER: C00405C09 SHT. OF:. 529 619 DRAWING NUMBER: M301 cr) LL 0 —J LE_ -J z LL