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Permit PG12-220 - BOW LAKE - RECYCLING BUILDING
BOW LAKE RECYCLING BUILDING 18800 ORILLIA RD S Parcel No.: Address: Project Name: City Afukwila 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.uov PLUMBING /GAS PIPING PERMIT 3523049037 18800 ORILLIA RD S TUKW BOW LAKE - RECYCLING BUILDING Permit Number: Issue Date: Permit Expires On: PG12 -220 01/09/2013 07/08/2013 Owner:. Name: Address: Contact Person: Name: Address: Email: Contractor: Name: Address: KING COUNTY- PROPERTY SVCS ADM -ES -0800 , 500 4TH AVE 98004 TOM CREEGAN 201 S JACKSON ST, STE 701 , SEATTLE WA 98104 TOM. CREEGAN@KINGCOUNTY. GOV Phone: 206 263 -6476 LYDIG CONSTRUCTION INC Phone: 509 534 -0451 11001 E MONTGOMERY DR , SPOKANE WA 99206 Contractor License No: LYDIGC *264JC Expiration Date: 09/11/2013 DESCRIPTION OF WORK: INSTALLATION OF ELECTRIC WATER HEATER WITH THERMOSTATIC MIXING VALVES TO SUPPLY HOT WATER TO ONE LAV AND ONE EMERGENCY EYEWASH. PROJECT ON HIGHLINE WATER. (REFERENCE EXPIRED PERMIT PG09 -097) Value of Plumbing /Gas Piping: Fees Collected: Electrical Service Provided by: Permit Center Authorized Signature: $8,208.00 $202.13 Uniform Plumbing Code Edition: 2009 International Fuel Gas Code Edition: 2009 Date: ( 3 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 performance of work. I am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions on the back of this permit. Signature: IX Date: / 03 Print Name: y - 1 • AUch Z/CCI 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. Met. IIP(: -4/1f1 P(12 -99n Printers. M- fl9 -9M3 • • PERMIT CONDITIONS Permit No. PG 12 -220 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: 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. r1nr.• 1 IPC: -4/1(1 P(;17 -220 Printpd' R1- 09 -9(N3 CITY OF TUKW/L4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htt ulMwww.ci.tukwila. wa. us PLUMBING / G A S PIPING PERMIT A P P L I C A T I O N (-G ` ti t t 2- (1111" 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 Oriilia Road South, Tukwila, WA Tenant Name: Bow Lake Recycling and Transfer Station King Co Assessor's Tax No.: 3523049037/3523049124 Suite Number: Floor: New Tenant: ❑ Yes O..No Property Owners Name: King County Department of Resources and Parks - Solid Waste Division Mailing Address: 201 South Jackson St, Suite 701 Seattle WA 98104 Name: Tom Creagan Mailing Address: 201 South Jackson St, Suite 701 E-Mail Address: tom.creegan@kingcourity.gov. Cil] Stare ZIP Day Telephone: (206) 263-6476 . Seattle WA 98104 Company Name: TBD city Sete Fax Number: (206) 263 -3001 Zip Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E-Mai Address: Contractor Registration Number. Company Name: )(PG, Inc. Marling Address: 753 9th Avenue North Contact per: Charlie Conway E -Mail Address: charlfe@kpg.com Company Name: R. W. Beck, Inc. Seattle car snee Day Telephone: (206) 286 -1640 Fax Number: (206) 286 -1639 WA 98109 zip Mailing Address: 1001 4th Avenue, Suite 2500 Seattle WA 98154 Contact Peron: Karl Hufnagel E -Mail Address: khufnagel@rwbeck.com alApptlagoodkam-Ap omoe riM2MOP AWHcWoedr.IOW• Pkagivl'w Pryos Pah*App&monric Revised 1$009 bit City state Day Telephone: (206) 695-4509 Fax Number: (206) 695-4701 ZIP Page 1of2 Valuation of Project (contractor's bid price): $ , 1Q 8 Scope of Work ( please provide detailed information): Recycling Building Warming Room Includes electric water heater with thermostatic mixing valves to supply hot water to one lavatory and one emergency eyewash. Building Use (per Int'I Building Code): Occupancy (per Intl Building Code): Fl and B Utility Purveyor: Water: Highline Water District [&-f ( P( -cell) Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: , a"i Bathtub m combination bath/shower i :c3: ii. 0 . � f tiTM. `a'. .TK5.. Bidet 5c. 0 J:T! n3L, v ..i: Clothes washer, domestic 0 v A• 4 � Dental unit, cuspidor -: .I° 0 Dishwasher, domestic, with independent drain 0 Drinking fountain or water cooler (per head) 0 Food -waste grinder, commercial 0 Floor Drain 1 Showei, single had trap 0 Lavatory 1 Wash fountain 0 Receptor, indirect waste 0 Sinks 0 Urinals 0 Water Closet 0 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 over5 0 Gas piping outlets 0 EMERe CAGY E`f 6- WASH $4-04DIdm9 CNo DRAIN) i Value of Construction — In all cases, a value of constriction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Place Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING :7 OVI(NER OR AUT Signature: W'\ Print N Mailing Ad ZED AGENT: Date: �'" l_ �tf Quo 1'rLos 045,r D T 1 h �%r7 r�1 6 ,(�t'P ay a ep one: Address: ti s . Acks,� s:� tie 3 ( J'e� tfef 401- City State Zip Date Application Accepted: 2.4 1 teL Date Application Expires Staff Initials: it. KVlppikatloeUrmorAppOchtim9 On Und200p Applkvdo0A14009 • Phendry -fm PipW remit Appaea ioadoe Revised 1•2009 bh 2of2 City efitrukwilar • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 • Web site: hup / /www_ci.n,kwila wa us SET RECEIPT RECEIPT NO: R12 -03347 Initials: JEM Payment Date: 12/19/2012 User ID: 1165 Total Payment: 828.45 Payee: CYHTHIA ADAMS, KING COUNTY (BY PHONE) SET ID: 1218 SET NAME: BOW LAKE "RENWALS" SET TRANSACTIONS: Set Member Amount M12 -195 M12 -196 PG12 -219 PG12 -220 TOTAL: 233.13 139.88 253.31 202.13 23.3 1 g2$ . L{S 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 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 R42-22O Project:. Type of lo,spection: - Add ess: 1 o 0 Re t i -i--i 11 (t'. Date Called: Special Instructions: Date Wantedi &- (3 (a.m 'p- Requester: Lk) Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: \;)ein't Ltcyrvt04e. fr ;fr., 1 U \ cZL& ) v -- /6' —13 I R INSPECTION FEE REQUI�ED. Prior to ext inspection, fee must be p•_ t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670. Permit Inspection Request Line (206) 431 -2451 Project: /3 v- i.;a Type of Inspection: P,eti -in../ Address: _ /f., so CS d/43iet'4 .>.,, Date Called: Special Instructions: Date Wanted:. 3 d-1Z- a.m. P.m. Requester: (,'yip/ Phone No: ElApproved per applicable codes. ElCorrections required prior to approval: COMMENTS: f>/ndIL £J - g ecr , ie /,/f nspe tor: / 2 INSPECTION FEE R QUIRED. Prim/to next inspection; fee must be aid at 6300 Southcenter Blvd., Suite /100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 k 2- 22 Project: COv.3 —(–Pt 14E.. W.kA . Type of ``nspection: \k411c-A(e‘ -- 1 d Address: 1 ce. 8 00 OR_t_LLJJ n, Date Called: ' ,t) -A/ V Special Instructions: R.,anforvi. Date Wa nt d: ` p.m. Requester: �-i - %i�--�� C:7 Phone No: 0- 53-15 -E3ge9 ,Approved per applicable codes. El Corrections required prior to approval. COMMENTS: / / D e / — R�/A -A/ V , /..----/-- 4456(--/ R.,anforvi. 1 i% e5 ,r/1- " �' �-i - %i�--�� C:7 �.' ci /\ Y . Inspe S DatL Aiv at,/ REII SPECTION FEE REQUIRES. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd Suite 100. Call to schedule reinspection. Jun 09, 2010 - 2:46pm - P: \0239.2 - RWBECK 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 USTED 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 USTED WITHIN A PENTAGON I OR SPACES IS NOT EVIDENT ON THE PLAN OR ELEVATION, ITS NUMBER IS USTED 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 COT— 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, CON. IF ONE OF THE ROOMS ON. OPENING SCHEDULE OPENING SCHEDULE FROM — TO 2 NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES w z a W cD w_ PLAN /ELEVATION DETAIL HEAD JAMB SILL COMPACTOR LEVEL — TSO BUILDING CO1 —SUF 34 6' DIA FLOOR M111 RAINWATER SUCTION UNE _ SIZE INDICATED IS NOMINAL PIPE DIAMETER 35 4" DIA FLOOR M111 SOIL WASTE UNE SIZE INDICATED IS NOMINAL PIPE DIAMETER 36 6" DIA FLOOR M111 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 37 4" DIA FLOOR M111 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 38 12 "x24" FLOOR M111 E/M117 BASKET DRAIN BD -1 39 4" DIA FLOOR M111 LEACHATE WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 40 SEE DETAIL FLOOR M111 3/M109 BOOT WASH 41 12 "x24" FLOOR M111 E/M117 BASKET DRAIN BD -1 42 SEE DETAIL FLOOR M111 A/M117 COMPACTOR BAY VAULT NO. 1 43 8" DIA FLOOR M111 LEACHATE WASTE CLEANOUT 44 SEE DETAIL FLOOR 14111 B/M117 COMPACTOR BAY VAULT NO. 2 45 12"x24" FLOOR M111 E/M117 BASKET DRAIN BD -1 46 4" DIA FLOOR M111 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 47 4" DIA FLOOR 14111 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 48 6" DIA FLOOR M111 LEACHATE WASTE SIZE INDICATED IS NOMINAL PIPE DIAMETER 49 6' DIA FLOOR M111 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 50 SEE DETAIL FLOOR 14111 F /14117 HEATING WATER MANHOLE 51 SEE DETAIL FLOOR M111 D/M117 COMPACTOR BAY DRY VALVE VAULT 52 SEE DETAIL FLOOR M111 3/M109 BOOT WASH 53 6" DIA FLOOR 14111 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 54 4" DIA FLOOR 1.4111 SOIL WASTE UNE SIZE INDICATED IS NOMINAL PIPE DIAMETER C01 —EXW 55 6' DIA WALL M112 LEACHATE WASTE UNE SIZE INDICATED IS NOMINAL PIPE DIAMETER C01 —ELEV 30 6 "x6" WALL M113 SIZE INDICATED IS NOMINAL DUCT SIZE C01 —0O3 32 6 "x6" WALL M113 SIZE INDICATED IS NOMINAL DUCT SIZE C01 —004 31 6 "x6" WALL M113 56 4" DIA CEILING M112A 4" SOIL WASTE UNISEX TOILET 104 PLUMBING CHASE COI —005 i j 30 6 "x6" WALL M113 SIZE INDICATED IS NOMINAL DUCT SIZE 57 4" DIA CEILING 4' RAINWATER SUCTION FLOOR CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 58 4" DIA CEIUNG 4" FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 60 5" DIA WALL 22' -0" E050 HPU FEEDER — 3 ", P008 61 5" DIA WALL 22' -0" E050 HPU FEEDER — 3 ", P009 62 5" DIA WALL 22' -0` E050 HPU FEEDER — 3 ", P010 63 5" DIA WALL 22' -0" E050 HPU FEEDER — 3 ", P011 64 16 "x4" WALL 18' -0" E050 BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 65 16 "x4" WALL 14' -0" E105 BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 66 4" DIA WALL 16' -0" E050 FEEDER TO 4N1 — 2 ", P032 67 4" DIA WALL 16' -0" E050 TELECOMM TO E115 — 2', T331 68 4' DIA WALL 16' -0" E050 TELECOMM TO E115 — 2 ", 7331 69 _ 4" DIA _ _ WALL _16_'0 "_ E0.0 _ ` _ _ _ , FEEDER TO 2T1 — 2 -1/2 ". P028 FROM — TO NOMINAL SIZE LOCATION L, COMPACTOR LEVEL — TSO BUILDING CONTINUED C01 —006 COI —007 C01 —008 C01 -108 C01 -109 CO1 -111 40 4" DIA WALL z 0 W a M114A DETAIL /SECTION CO DESCRIPTION 1 -1/4" TEPID WATER 41 8" DIA WALL M114 4' NPW 42 8" DIA WALL M114 4" NPW 48 24" DIA WALL M115 24" ROUND EXHAUST DUCT 49 13 "x13" WALL M115 9 "x9" — 2' UNED SUPPLY DUCT 54 30 24" DIA 24" DIA WALL WALL M115 M115 24" ROUND EXHAUST DUCT NOTES RECEIVED DEC 2 0 2012 TUKWILA PUBLIC WORKS INSULATED PIPE INSULATED PIPE INSULATED PIPE C06 SPACE ABOVE RESTROOMS /BREAK ROOM SIZE INDICATED IS NOMINAL DUCT SIZE CO6 SPACE ABOVE RESTROOMS /BREAK ROOM 60 5" DIA CEILING E106 61 5" DIA CEIUNG E106 62 5" DIA CEILING E106 63 31 60 60 01 5" DIA 24" DIA 4" DIA 4" DIA 6'x 10' CEILING WALL CEIUNG CEILING CEIUNG E106 M115 E106 HPU FEEDER — 3', P008 HPU FEEDER — 3', P009 HPU FEEDER — 3', P010 HPU FEEDER — 3 ", P011 2" FEEDER TO DUST COLLECTOR DISC. SW — P015 E106 FEEDER TO 271 — 2 -1/2 ", P028 02 6'x 10' 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 64111 BASKET DRAIN BD -1 33 4" DIA FLOOR M111 LEACHATE WASTE CLEANOUT CO1A —SUW 42 14" DIA WALL M112A 10" FIRE SPRINKLER 43 4" DIA WALL M112A 4" DOMESTIC WATER SERVICE 44 6" DIA WALL M112A 6" RAINWATER SUCTION LINE 60 4" DIA WALL 16' -0" E101 61 4" DIA WALL 16' -0" E101 62 4" DIA WALL 16' -0" E101 CO1A —STC 36 8" DIA WALL M121 4" NPW 37 42 "x24" WALL M113 DUCT CO1A -105 36 6" DIA CEILING M112A 6' HUB DRAIN 37 8" DIA CEILING M112A 4" DOMESTIC WATER SERVICE 38 6" DIA CEILING M112A 3' NPW 39 4" DIA CEILING M112A FLOOR DRAIN 40 14" DIA CEIUNG M112A 10" FIRE SPRINKLER RISER 41 8" DIA CEILING M112A 4" NPW CO1A -120 01 18" DIA CEILING MANHOLE 34 4" DIA CEILING M103 FLOOR DRAIN SIZE INDICATED IS NOMINAL PIPE DIAMETER VERIFY SIZE WITH SPRINKLER CONTRACTOR SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED 5 NOMINAL PIPE DIAMETER FEEDER TO 4N1 — 2 ", P032 TELECOMM TO E115 — 2 ", 7331 TELECOMM TO E115 — 2', T331 INSULATED PIPE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS DRAIN PIPE SIZE INSULATED PIPE INSULATED PIPE SIZE INDICATED IS DRAIN PIPE SIZE VERIFY SIZE WITH SPRINKLER CONTRACTOR INSULATED PIPE SIZE INDICATED IS MANHOLE SIZE SIZE INDICATED IS DRAIN PIPE SIZEr tUtI V IM.) . 35 4" DIA CEILING M103 METHANE VENT CO2 —SUF 30 12 "x24" FLOOR M111 E/M1 17 BASKET DRAIN BD -1 SIZE INDICATED 5 NOMINAL PE 4 P4OF TUKlAm_ A CO2 —EXW 31 32 33 34 30 SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL 6" DIA FLOOR FLOOR FLOOR FLOOR WALL M111 M111 M111 14111 C /M117 3/M109 3/C109 3/C109 TOP LOAD BAY VAULT BOOT WASH COMPRESSED AIR MANHOLE CAMH -1 DEC 18 20 COMPRESSED AIR MANHOLE CAMH -2 M112 2' NPW CO2 —006 C05— SUW —SUF C05 —SUW 39 52 53 30 32 60 6" DIA 48 "x36" 12 "x12" 4" DIA 6" DIA 6" DIA WALL WALL WALL WALL WALL WALL 12' -0" M1149 M115 M114A M112 M112 E050 3' NPW EXITAUST GRILLE /PLENUM EXHAUST LOUVER 4" RAINLEADER 6" RAINLEADER 6049 INSULATED PIPE INSULATED PIPE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL LOUVER SIZE SUB —GRADE WALL UP THROUGH FLOOR — BLOCKOUT SUB —GRADE WALL UP THROUGH FLOOR — BLOCKOUT ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 PERMIT CENTER 1 61 62 63 64 65 6" DIA 6" DIA 6" DIA 6" DIA 6" DIA WALL WALL WALL WALL WALL 12' -0" 12' -0" 13' -0" 13' -0" 13' -0" E050 E050 E050 E050 E050 E049 E049 E049 E049 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 TT CODE COMPLIANCE ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 66 6' DIA 67 6" DIA WALL WALL 13' -0" E050 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 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 70 6" DIA WALL 12' —O" E050 E049 Q CC 6 2012 TELECOMM SERVICE ENTRANCE CONDUIT, 4" TELECOMM CONDUIT, 4" — SCALEHOUSE, T305 71 6" DIA WALL 12' -0" E050 E049 TELECOMM CONDUIT, 4' — SCALEHOUSE, T305 72 6" DIA WALL 12' -0" E050 E049 73 6" DIA WALL 12' -0 E050 E049 74 6" DIA WALL 12' -0" E050 E049 C05 -102 60 6" DIA CEIUNG E050 E049 Tukwila 61 6" DIA CEILING E050 E049 CONTINUED ON A017 TELECOMM CONDUIT, 4" — FUTURE MAINTENCE, T328 TELECOMM CONDUIT, 4" — FUTURE MAINTENCE, 1328 TELECOMM CONDUIT, 4' — FUTURE S PROCESSING BLDG, 7327 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, 7332 TELECOMM CONDUIT, 4" CONDUIT AUGNS INSIDE WALL, 7332 i 1) 6079 'REGISTERED I ARCHITECT 170 L BRMLEY ATE OF WASAINGTEN DESIGNED C. CONWAY DRAWN J. PALMER D 6/10/10 CC DB FINAL ISSUED FOR CRY OF TUKWILA PERMITS C 1/8/10 CC DB MODIFICATIONS SUBSEQUENT TO PERMIT APPUCATION VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 1" REV A 1/8/10 Cc DB RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS 7/31/09 CC 08 ISSUED FOR CRY OF TUKWILA PERMITS DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division KPG 75398 Avenue N Seattle, WA 98109 (208)286-1640 1117 Broadway Suite 501 Tacoma, WA98402 (253)627-0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE PROJECT NUMBER: C00405C09 SNT. OF 323 619 DRAWING NUMBER: L Pi7 12-22o • 0 i 8 gd d SCHEDULE FROM — TO NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES w CL S z 0 w Z LaJ N EOUIPMENT LEVEL — TSO BUILDING CONTINUED FROM A017 103 -218 31 8" DIA CEILING M124 FIRE SPRINKLER ALLOCATED SPACE FOR SPRINKLER RISER OPENING SCHEDULE FROM — TO NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES t5 Z LEVEL 2 — TSO BUILDING CONTINUED 208 32 6 "x6" CEILING M133 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 104 105 -110 105 -112 32 33 34 30 30 31 32 33 8" DIA 8' DIA 2" DIA 13"x10" 8'x6" 4 "DIA 4' DIA 8 "DIA CEILING CEILING CEILING CEIUNG WALL WALL WALL WALL M124 M124 M124 M122 M122 MI24 M124 M193 FIRE SPRINKLER FIRE SPRINKLER FLOOR DRAIN CEILING EXHAUST FAN EXHAUST DUCT 2" NPW 1 -1/2' TEPID WATER FIRE SPRINKLER ALLOCATED SPACE FOR SPRINKLER RISER ALLOCATED SPACE FOR SPRINKLER RISER SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL FAN SIZE SIZE INDICATED IS NOMINAL DUCT SIZE INSULATED INSULATED SUBJECT TO ARE SPRINKLER DESIGN 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 15 NOMINAL GRILLE SIZE 210 —EXR 31 6" DIA CEILING 61132 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' CEIUNG M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 34 106 -215 107 -109 30 30 108 —EXW 108 —EXR 108 -109 108 -111 108 -205 31 30 31 31 32 31 32 33 30 31 32 33 34 30 8° DIA 2" DIA 36 "x36" 36'x20" 48" DIA 36" DIA 4" DIA 40" DIA 36" DIA 8" DIA 4" DIA 4" DIA 8" DIA 4" DIA 8 "DIA 8" DIA 6" DIA WALL CEILING WALL WALL CEILING CEILING CEILING CEILING WALL WALL WALL WALL WALL WALL WALL WALL WALL 61193 M124 M126 M126 M127 M127 M105 M104 M126 M125" M125 M103 M125 M124 M194 M194 M137 FIRE SPRINKLER SHOWER DRAIN TRANSFER GRILLE OPENING EXHAUST GRILLE OPENING DUST COLLECTOR EXHAUST OUT COMPACTOR LEVEL EXHAUST OUT SUBJECT TO FIRE SPRINKLER DESIGN SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE 4" METHANE VENT THRU ROOF DUST COLLECTOR INTAKE IN EXHAUST DUCT 4" NPW 1 -1/2" TEPID WATER 2" NPW 4" NPW 1 -1/2' TEPID WATER FIRE SPRINKLER FIRE SPRINKLER 2 CWR SIZE INDICATED IS NOMINAL DUCT SIZE INSULATED PIPE INSULATED PIPE INSULATED PIPE INSULATED PIPE INSULATED PIPE SUBJECT TO FIRE SPRINKLER DESIGN SUBJECT TO FIRE SPRINKLER DESIGN INSTALL THRU WALL W/ ACOUSTIC WALL SEAL 211 —EXR 31 14" DIA CEIUNG 61105 M132 DUCT RISER TO EF —T4 SIZE INDICATED IS NOMINAL DUCT SIZE 212 30 8 "x8" CEIUNG M133 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 31 6" DIA CEIUNG 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" E116 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" E116 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 64132 WALL SUPPLY REGISTER SIZE INDICATED IS NOMINAL REGISTER SIZE 33 14" DIA WALL 61132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 214 -215 30 8' DIA WALL 61132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 31 109 —EXW 30 6" DIA SEE NOTE WALL WALL M137 2' CWS INSTALL THRU WALL W/ ACOUSTIC WALL SEAL M126 ,4/A17( 3/A176 2/A173 INTAKE LOUVER 19' -6" WIDE x 5' -2° HIGH 215 31 8 "x8" CEIUNG M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 216 -217 30 12" DIA WALL 61132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 109 -116 109 -119 109 -202 109 -207 110 —SUF 110 110 -111 31 32 30 60 32 30 30 31 SEE NOTE 13 "x10" 6' DIA 4" DIA 4" DIA 2" DIA 13 °x10" 4" DIA WALL CEILING CEIUNG CEIUNG WALL FLOOR CEIUNG WALL M126 M126 M126 E109 M124 M112A M122 M124 1/A176 3/A176 2/A176 EXHAUST LOUVER CEIUNG EXHAUST FAN SUPPLY DIFFUSER 4° SOIL WASTE FLOOR DRAIN CEIUNG EXHAUST FAN 1 -1/2" TEPID WATER 28' -1" WIDE x 8' -0" HIGH SIZE INDICATED IS NOMINAL FAN SIZE SIZE INDICATED IS NOMINAL DUCT SIZE FEEDER TO 2T1 — 2 -1/2 ", P028 INTO ROOM 207 PLUMBING CHASE SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL FAN SIZE INSULATED PIPE 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 CRAWL 30 6" DIA 31 12 "x12" SLEEVE WALL M302 REFRIGERATION SLEEVE M302 DUCT OPENING SIZE INDICATED IS NOMINAL DUCT SIZE 32 4" DIA 110 -120 31 12 "x12" 116 —UP 30 8" DIA 31 8" DIA LEVEL 2 — TSO BUILDING WALL M124 WALL 7' -0" M122 CEILING M124 CEILING M124 2° NPW EXHAUST LOUVER 4" NPW UP THRU CHASE UD 4° VENT UP THRU CHASE LID INSULATED PIPE SIZE INDICATED IS NOMINAL DUCT SIZE INSULATED PIPE INSULATED PIPE 201 -202 30 18' DIA 31 24°x24" 202 —CH1 37 16" DIA 202 -203 38 202 -220 32 33 34 35 203 —CH1 203 -220 204 -205 204 -220 16" DIA 14' DIA 16' DIA 14" DIA 12" DIA WALL WALL WALL WALL WALL WALL WALL WALL M133 M134 M133 M133 M133 M133 M133 M133 SUPPLY DUCT RETURN AIR OPENING VENTILATION AIR SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SUPPLY DUCT SUPPLY DUCT RETURN DUCT SUPPLY DUCT SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE 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 39 16 "x8" FLOOR M302 FLOOR REGISTER FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 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 CEIUNG 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 205 -206 g } 205 -220 5,206-220 207 36 60 30 31 30 31 32 33 33 26"x18" 4" DIA 16" DIA 26 "x18" 10" DIA 10" DIA 12" DIA 10" DIA 16' DIA WALL WALL WALL WALL WALL WALL WALL WALL WALL 10' -6° M133 E116 M133 M133 M133 M133 M133 M133 M133 RETURN AIR DUCT VENTILATION AIR SUPPLY DUCT TRANSFER AIR OPENING RETURN DUCT SUPPLY DUCT RETURN DUCT SUPPLY DUCT RETURN DUCT SIZE INDICATED IS NOMINAL DUCT SIZE FEEDER TO 2T1 — 2 -1/2 ", P028 SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE 503 —ATTIC 503 -505 504 —ATTIC 505 —ATTIC 506 —ATTIC 507 —ATTIC ATTIC —EXW w 207 -208 34 60 61 62 63 64 30 31 14° DIA 5" DIA 5" DIA 5" DIA 5' DIA 4" DIA 6 "x6" 6" DIA WALL WALL 9' -6" WALL 9' -6" WALL 9' -6' WALL 9' -6" WALL 10' -6" CEILING WALL M133 E116 E116 E116 E116 E116 M133 M133 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE TELECOMM CONDUIT, 4" SLEEVE, T332 TELECOMM CONDUIT, 4' SLEEVE, T332 TELECOMM CONDUIT, 4' SLEEVE, T332 TELECOMM CONDUIT, 4' SLEEVE, T332 FEEDER TO 2T1 — 2 -1/2 ", P028 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 6079 \REGISTERED ARCH DOUGLAS L BRINLEY STATE OF WASHINGTON DESIGNED S. ASCHER DRAWN J. PALMER EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 6/10/10 CC DB FINAL ISSUED FOR CITY OF TUKWILA PERMITS C B A 1/8/10 VERIFY SCALE BAR IS ONE INCH ON ANSI D' DRAWING 0 1" REV 1/8/10 7/31/09 CC cc CC DB MODIFICATIONS SUBSEOUENT TO PERMR APPLICATION DB RESPONSE TO CRY OF TUKWILA CORRECTION LETTERS DB ISSUED FOR CITY OF TUKWILA PERMITS DATE CHK'D APP'D REVISION DESCRIPTION 01 51 52 47 48 49 50 45 46 2'- 6 "x4' -6" 20 "x20" 20 "x20" 6'x6" 16 "x16" 6 "x6" 6 "x6" 24 "x24" 24 "x12" ATTIC —EXR 44 14" DIA RECYCLING BUILDING 601 —SUF 601 —EXR ' King County Department of Natural Resources and Parks Solid Waste Division CEIUNG DOOR DOOR CEIUNG CEIUNG CEIUNG CEILING WALL WALL ROOF EV' DF OR DOOR GRILLE RkUtivtai DOOR GRILLE ar q A 1.T GRILLE OPENING GRILLE OPENING 31 SEE DWG FLOOR 32 2" DIA FLOOR 33 4" DIA FLOOR 34 4" DIA FLOOR 35 4" DIA CEIUNG 36 4° DIA CEIUNG 0302 tlFr 96 lumormyi Lux 4" METHANE VENT THRU ROOF 20 iZ SIZE INDICATED IS NOMINAL GRILLE SIZE EXHA GRILLE OPENING SIZE INDKWED IS NOMINAL GRLLE EXHA T GRILLE OPENING LO LO SIZE INDICATED IS NOMINAL GRILLE SIZE • FRES AIR INTAKE DUCT SIZE INDICATED IS NOMINAL SIZE INDICATED IS NOMINAL elfERM IT CENTER SIZE INDICATED IS NOMINAL DUCT SIZE DRAIN DRAIN SIZE INDICATED IS DRAIN PIPE SIZE E VENT E VENT NE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER KPC 153 90 AvDUe N Seattle, WA 98109 (206) 286 -1640 WeN.199.wm 1117840804y Su1e 501 Tacoma, WA 98402 (253) 621-0720 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE PROJECT NUMBER: C00405C09 SHT. 325 619 AO 1 7A • • LIJ LL- rPERMIi' COORq COP? PLAN REVIEW /ROUTING SLIP • ACTIVITY NUMBER: PG12 -220 DATE: 12/18/12 PROJECT NAME: BOW LAKE - RECYCLING BUILDING SITE ADDRESS: 18800 ORILLIA RD S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AloG Building Division Public Works ■ Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I:A Comments: Incomplete ❑ DUE DATE: 12/20/12 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUESITHURS ROUTING: Please Route [41 REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 01/17/13 Approved ❑ Approved with Conditions isk 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: L SEPARATE PERMIT REQUIRED FOR: petherdoel Ounbloia City ,of Tukiiia BUILDING DIVISION rtment of Natural Resources and Par Solid Waste Division ! E COPY Pe It No. P wt rrr' .w approval is subject to errors and omissions. i construction documents does not authorize : w to =.E of any adopted code or ordinance. Receipt cit..ridroved Fic id Copy and conditions itions a9knowlodged: By A-3-4i-, P� Dor 4,1 14 City of TLikwila BUILDING DIVISION 1009 Kirkland Redmond REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOM s Revisions will require a new plan submittal and may include additional plan review fees. Bainbridge Island KING COUNTY OFFICIALS: • Vashon Island Renton CEDAR HILLS REGIONAL LANDFILL DISPOSAL LOCATION'. Cedar BOW LAKE RECYCLING AND TRANSFER STATION PROJECT. LOCATION KING COUNT( EXECUTIVE' DOW CONSTANTINE Fox Is land \- TACOMA REVIEWED FOR DAP COMPLIANCE DEC 2 6 2012 City ofiulewila. BUILDING DIVISION COUNCIL MEMBERS KATHY LAMBERT LARRY PHILLIPS PETE VON REICHBAUER LARRY GOSSETT JANE HAGUE JULIA PATTERSON BOB FERGUSON REAGAN DUNN JAN DRAGO 'RECEIVED Diu 202012 �TUCKWII� Enumclaw REQt.ivE cmTY OF TUKbAWI .. DEC .1 8 2012 PERMIT CENTER BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWN 6/10/10 1/8/10 IKS, IKS KRH KRH VERIFY SCALE BAR IS ONE INCH • ` ON ANSI "D" DRAWING 0 1" B 1/8/10. IKS KRH FINAL ISSUED. FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE.. TO CITY OF TUKWILA CORRECTION :LETTERS IKS ISSUED FOR CITY OF TUKWILA PERMITS APP'D. REVISION DE. SCRIPTION. R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 6954700 0 PROJECT NUMBER: C00405C09. SHT. OF: 619 COVER SHEET, VICINITY, `.AND LOCATION MAPS An SAIC Company DRAWING NUMBER: * •cC 171 ansion Project \Dat GENERAL 10 SERIES - GENERAL G011 - COVER SHEET', VICINITY AND LOCATION MAPS G012 - DRAWING INDEX G013 - DRAWING INDEX G014 - LEGEND G015 - ABBREVIATIONS G016 - GENERAL NOTES AND PROJECT AREA BOUNDARY G017 G018 G019 •0020 G021 G022 - FXISTING CONDITIONS: AND SURVEY CONTROL GENERAL ARRANGEMENT' SITE PLAN AND BUILDING CONTROLS MILESTONES 2 AND 3 . SITE ENTRANCE TRAFFIC MANAGEMENT PLAN MILESTONE 2 TRAFFIC MANAGEMENT PLAN MILESTONE 2 TRAFFIC MANAGEMENT. PLA MILES;TONE. 3 TRAFFIC MANAGEMENT PLAN 0023 - MILESTO.NE 3 :TRAFFIC MANAGEMENT PLAN.: 0024 MILESTONE : 3A TRAFFIC MANAGEMENT • PLAN 0025 - MILESTONE 38 'TRAFFIC MANAGEMENT PLAN G026.- MILESTONE, • 30 TRAFFIC'. MANAGEMENT PLAN 0027 MILESTONE 3D TRAFFIC MANAGEMENT PLAN • 00281- MILESTONE 4 EXISTING SCALE FACILITY REMOVAL 1RArrI C MANAGEMENT PLAN • G029 CHRL HAUL ,AND DISPOSAL PLAN CIVIL . 10-.40 SERIES • - DEMOLITION, GRADING: AND IET _EIR( )Lt0 AND 5EDIREILMETED1 • • 001 1 - SITE :DEMOLITION" PLAN AND NOTES, 0012 7 SITE 'DEMOLITION. PLAN AND- NOTESIR 0013 • - EXISTING SCALE FACILITY DEMOLITION . PLAN AND NOTES 0015 MILESTONE 3A/B/0/D DEMOLITION. PLAN AND NOTES. C016 • MILESTONE 2 SITE. GRADING PLAN 0017 PRE-LOAD. AND EAST SLOPE GRADING PLAN 00.18 --. PRE LOAD AND EAST SLOPE GRADING PLAN. 0019 : PRE-LOAD AND EAST SLOPE GRADING SECTIONS 0020 . PRE-LOAD AND EAST SLOPE .GRADING SE.CTIONS CO2.1. PRE-LOAD AND EAST 'SLOPE GRADING CONTROL CFfEDULL AN DETAILS 0022 - OVERALL FINAL SITE GRADING PLANE 0023 :FINAL SITE GRADING PLAN CO24 FINAL SITE GRADING PLAN CO25 -- FINAL SITE • GRADING PLAN •0026 CO27 0028. CO29 0030 C031 • :FINAL SITE GRADING PLAN FINAL SITE GRADING PLAN FINAL SITE GRADING PLAN FINAL SITE GRADING PLAN •CURBS E & DEPR.OFILES CURBS F & 0 PROFILES 0032. FINAL SITE GRADING' S.EGTIONS.: 0033 .7 .. FINAL SITE. GRADING' SECTIONS 0.034 N- FINAL SITE • GRADING ESECTIONS 0035 . • FINAL 'SITE- GRADINQ• •SECTIONS .0036' • FINAL .SITE • GRADING CONTROL pow ,$0H•E,DQL.F. 0037 .-•-• TEMPORARY EROSION AND . SEDIMENT ECONTROL. :GENERAL ..NOIES .0.038 • TEMPORARY -EROSION AND '..SEDIMENTECONTROL ..GENERAL • NOTES. •0039.: • INITIAL 'TEMPORARY EROSION .--AND..SEDEMENT.-CONTROL 'PLAN:: • .Qcmg•:. tRITIAL TEMPORARY -EROSION. AND.-5.E,DIMENT:CONITROL AN 0041 -PRE-7L0AD (N PLACE) IEVORARY -EROSION- AND SEDIMENT- • CONTROL 'PLAN • • . •• 0042...- • PRE-LOAD (IN-PLACE) TEM ORARY EROSION AND c-',MIIMENT CONTROL PLPN. • 0043- FINAL • TEMPORMY 'EROSION AND SEDIMENT 'CONTROL .PLAN .- 0044 - FINAL. • TEMPORARY EROSIO \I AND SEDIMENT. CONTROL :PLAN 0045 - TEMPORARY EROSION AND SEDIMENT •.CONTROL : DETAILS • 0046 - .TEMPORARY EROSION .AND SEDIMENT .CONTROL: DETAILS.. 50-70. SERIEa - PAVING 0051 - MILESTONE 2 SITE PAVING PLAN. 0052 .-- OVERALL FINAL SITE PAVING PLAN 0053 7 FINAL. SITE PAVING PLAN . 0054' .FINAL SITE PAVING PLAN 0055...H FINAL SITE. PAVING PLAN 0055 - FINAL. •SITE PAVING PLAN 0057 -- FINAL SITE PAVING PLAN C058 FINAL SITE PAVING PLAN : 0059 - ROAD A PROFILE m- STA' R-A5+00 TO STA A15()0 .0060 - -ROAD A PROFILE •- SA 15+00 10 TA 32+00 0061A - :ROAD ,B PROFILE - STA 0+00 TO STA 13+00 00.62 - • FINAL :SITE PAVING CURB RETURN TABLES 0063 Fl \AL. SITE PAVING CURB • RETURN • TABLES C064 PAVEMENT AND SURFACE SECTIONS 0065 MISCELLANEOUS PAVING DETAILS. 0066 -A, TYPICAL ROAD OVERLAY SECTIONS C087'. 0088 C0.89 0090 CO92 0.093. .0095 .0096 . C097 0098 E 0099 •• .C100 0101 0102. • 010.3. • ..C104, 0106 0108 E- • 010.9 E.0110 SITE .1WATER SITE WATER SITE . WATER SITE WATER SITE -WATER :SITE.'" WATER SITE. WATER SITE: ...WATER. SITE WATER SITE ...WATER SITE WATER -'5f,-,(E • WATER SITE ••.WATER sysTEm PROFILES SYSTEM R.ROFILES SYSTEM PROFILES • SYSTEM PROFILES -SYSTEM PROFILES SYSTEM DETAILS SYSTEM DETAILS' SYSTEM HIGHLINE WATER DISTRICT •STANDARD DETAILS. • SYSTEM HIGHLINE WATER • DISTRICT .STANDARD DETAILS • SYSIEVI HGHLINE WATER DISTRICT. STANDARD DETAILS SYSTEM HIGHLINE- WATER DISTRICT STANDARD DETAILS SYSTEM HIGHLINE WATER .DISIRICT .STANDARD DETAILS SYSTEM NC/TES. AND SCHEDULE SITE WASTEWATER • .SYSTEM PLAN • • . SITE • INASIEWATER: SYSTEM PLAN F. :WASTEINAlIER Sr LM PLA-N• • ITL •WASTEWATER ...SYSTEM... PROFILES' SITE..WASTEWATER SYSTEM .PROFIL.E5. SITE WASTEWATER • • SYSTEM.. PROFILES. WASTEWATER LIFT.- arAT1ON:AND WASTEW.AIER: VALVE' •PLAN, SEC:1710.MS; AND •DEFAILS • • .. •- . • • • • • RITE' WASTEWATER SYSTEM • SITE VALVE PLAN'. AND SCHEDULE SITE .WASTEWATER . SYSTEM SITE - .VALVE. • DETAILS • • • • SITE WASTEWATER & •S'TORMWATE•13 • COMPRESSED 'AIR MANHOLES. .• -L.T1'.,IDERGROOND .muLTI-PIPE CONDUIT DETAILS - • SITE. WA‘STEWATERE SYSTEM NOTES AND .8C-IEDULES . SERIES. A -.- UTILITIES .(,SURFACE WATERY .W1.kTER SYSTEM. PLAN WATER SYSTEM. PLAN WATER. SYSTEM PLANE WATE.R SYSTEM PLAN WATER SYSTEM PLAN. • WATER sysTEm PLAN WATER •SYSTEM PLAN WATER .SYSTEM PLAN. WATER SYSTEM PROFILES .WATER SYSTEM RROFILES WATER SYSTEM PROFILES' s: WATER ;2T:3'1E1A PROFILES.- WATER SYSTEM .PROFILES • WATER -SYSTEM: PROFILES. WATER SYSTEM DETAILS • WATER SYSTEM 'DETAILS... WATER SYSTEM OIL/WATER. SEPARATOR DETAILS WATER SYS:TEM STRUCTURE SCHEDULE 0.111 SURFACE 011.2 • SURFACE 01.1. - SURFACE • ••. 0114 SURFACE - ..0 1.15 SURFACE 01 17 - • SURFACE - SURFACE 0•11.8 .SURFACE C1•19. SURFACE 0120 SURFACE 01.21 :SURFACE. - • SURFACE. :123 SU R.FAC 0124 SURFACE .0125 -.- SURFACE 0126 -7 SURFACE 0127 7•- 5-LIRE:ACE 0128 SURFACE -160 SERIES' SITE TIVIPROVEMENTS . 131 .• - • OVERAI„.L.• 'PAVEMENT S1RPNG FENCING.,:: AND • GUARDRAIL PLAN STRIPING; FENCING., -.AND :GUARDRAIL PLAN 0133 PAVEMENT .STRIPINQ, . FENCING,.. 'AND GUARDRAIL - PLAN 01-34 • *PAVEMENT ;STRIPING, 'FENCING, AND GUARDRAIL PLAN. •EG1.35' PAVEly ENT STRIPING•;-. :FENCING, AND . GUARDRAIL PIA -:- ...PAVEMENT STRIPING, FENCING,- AND 'GUARDRAIL PLAN • • c1.-37.. PAVEMENT STRIPING, FENCING, AND GUARDRAIL • PLAN AND DE AILS • .C138. PAVE:.MENT •STRIPING DETAILS.: • CURB:,:: • GUTTER. -ANp..SIDEWALK . DETAILS • 01 4(3 GUTTER AND SIDEWALK DETAILS. .C141 GUARDRAIL DETAILS C•142:I • - GUARDRAIL DETAILS 0143 FENCE AND • GATE • DETAILS 0144 FENCING AND • GATE DETAILS- • .0145 - MISC•ELLANEOU$ DETAILS 0146 SIGNAGE.:INVENTORY 0147 SIGNAGE INVENTORY. : 0 1,48. .'i.SIGNAG•E..-INVENTORY 80-fl0p •:SERIES -- UTILITIES OVAIFR1AND WASTEWATER) :0081: ---. SITE UTILITY SYSTEMS AND KEY .M.AP- -0082 SITE WATER SYSTEM PLAN 0083 - SITE WATER. SYSTEM PLAN 8 "T SITE WA ER SYSTEM .PLAN DESIGNED IKS INVENTORY .o ut U\r , s, i r LAN - ENTRY AREA :. 0152 ..- .SIGNAGE.. LOCATION • PLAN. ACCESS 'ROAD & • MAIN SiLE • Q153 8CALUAREA SIGNAGE . •C 154 LAYOUT DETAILS 0155 •LAYOLIT DETAILS 0156- NA ASIGNAGE LAYOUT .• DETAILS. • C157 • : SIGNAGE LAYOUT • DETAILS. C158 SIGNAGE :LAYOUT DETAILS, 0159 -A :SIGNAQE LAYOUT D.ETAILS .0160 SIGNAGE LAYOUT. DETAILS • • 01.61 .SIGNAGE -INSTALLATION DETA LS 'STRUCTURAL 10_SERIES GENERAL 311 -.5011 STRUCTURAL NOTES • E801-2 STRUCTURAL QUALITY ASSURANCE ..8013 STANDARD.. STRUCTURAL DETAILS • .S014 RA 'STANDARD. "SIR•UCTURAL DETAILS .:. -.5015 - :STANDARD STRUCTURAL DETAILS STANDARD STRUCTURAL DE I AILS 5 ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 INNIMMOMMIN1" 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS 1/8/10- 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION IKS KREI RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A REV 7/31/09 •DATE IKS .KRH ISSUED FOR CITY OF TUKVVILA PERMITS CHK D APP'D REVISION DESCRIPTION , A Ira 5022 - GUARDRAIL/HANDRAIL DETAILS AND LIGHT' GAUGE FRAMING. DETAILS S023 -- LIGHT GAUGE FRAMING DETAILS • 100 SERIES TRANSFER AND ISO BUILDING 5101 •-• TRANSFER/TS° BUILDING -• COMPACTOR BAY PLAN 3102 TRANSFER/ISO BUILDING - COMPACTOR BAY PLAN REINFORCEMENT AND JOINT LAYOUT • 5103 - TR.ANSFER/T50 BUILDING - TIPPING. AND RECEIVING. LEVELS FLOOR PLAN S104 TRANSFER/ISO BUILDING - TIPPING AND RECEIVING LEVELS FLOOR ELEVATIONS . • 5105 TRANSFER/ISO BUILDING - TIPPING AND RECEIVING LEVELS MISCELLANEOUS METAL PLAN . . 5106 TRANSFER/ISO BUILDING GENERAL ARRANGEMENT SECTIONS S107 TRANSFER/ISO BUILDING - ISO FLOOR 'PLAN DETAIL 5108 TRANSFER/ISO BUILDING - ISO FLOOR [DEAN DETAIL - REINFORCEMENT 3109 TRANSFER/TS° BUILDING TIPPING AND 'RECEIVING LEVELS FLOOR PLAN DETAILS $110 • - TRANSFER/ISO BUILDING 5111 TRANSFER/ISO BUILDING S112 TRANSFER/ISO BUILDING 511.3 -- TRANSFER/ISO BUILDING 3114 TRANSFER/ISO BUILDIN.G 5115 - TRANSFER/ISO BUILDING 51-16 TRANSFER/T50 BUILDING • 5117 - TRANSFER/TS0 BUILDING S118 - TRANSFER/TS° BUILDING 5119 TRANSFER/ISO BUILDING 5120 TRANSFER/ISO BUILDING S121- TRANSFER/TS° BUILDING 5122 - TRANSFER/TS0 BUILDING 5123 - TRANSFER/TS° BUILDING 5124 - TRANISFER/ISO. BUILDING S125. - TRANSFER/ISO BUILDING 5126 TRANSFER/TS0 BUILDING 5127 TRANSFER/ISO BUILDING 5128 TRANSFER/ISO BUILDING S129 TRANSFER/TS° BUILDING BUILDING 5130 TRANSFER/ISO- S131 - TRANSFER/ISO BUILDING - MAIN FRAME FOOTINGS 5132 - .TRANSFER/ISO BUILDING R- MOMENT FRAME' FOOTINGS S133 - TRANSFER/TS° BUILDING - ISO COLUMN FOOTINGS . 8134 TRANSFER/ISO BUILDING A-LINE WALL, 19-LINE WALL. S135 - TRRANSFER/ISO BUILDING - P-ALINE WALL, 20-LINE WALL, AND Q-LINE WALL S136 TRANSFER/TS0 : BUILDING - M-LINE WALL 8137 • - TRANSFER/1.SO BUILDING - SOUTH PUSH WALL 8138 - TRANSFER/ISO BUILDING - TIPPING WALL 5139 - TRANSFER/ISO BUILDING - MISCELLANEOUS SECTIONS 5140 NPA LOADING. DOCK RETAINING' WALLS S141 NIPA LOADING DOCK RETAINING WALLS 5142 TRANSFER/TS° .BUILDING - SPA WALLS 5143 -- TRANSFER/ISO BUILDING - TOP LOAD BAY WEST WALL 5144 TRANSFER/1SO 'BUILDING - TOP LOAD BAY EAST WALL S145 7 . TRANSFER/ISO BUILDING -- MISCELLANEOUS METAL ARMOR PLATE 5146 - TRANSFER/ISO BUILDING - MISCELLANEOUS METAL -- TOP LOAD & COMPACTOR CHUTES S147 TRANSFER/TS0 BUILDING - MISCELLANEOUS METAL TOP. LOAD BAY BACK PLATE S148 -R TRANSFER/ISO: BUILDING MISCELLANEOUS METAL . POST AND CHAIN 3149 - TRANSFER/ISO BUILDING 7 MISCELLANEOUS METAL - POST AND CHAIN. 5150 TRANSFER/ISO BUILDING - MISCELLANEOUS METAL - MISCELLANEOUS DETAILS S151 TRANSFER/TS° BUILDING: -.- TRUCK WASH BULL RAIL, NPA• DEBRIS WALL - COMPACTOR BAY SECTIONS COMPACTOR BAY SECTIONS -- COMPACTOR BAY SECTIONS - COMPACTOR BAY SECTIONS -- COMPACTOR BAY SECTIONS • - COMPACTOR BAY :WALL SECTIONS - COMPACTOR BAY WALL SECTIONS - COMPACTOR BAY WALL SECTIONS - COMPACTOR BAY COLUMNS - WALL SECTIONS AND ELEVATIONS - BEAM ELEVATIONS - BEAM ELEVATIONS - BEAM ELEVATIONS BEAM ELEVATIONS - BEAM :ELEVATIONS 7 BEAM ELEVATIONS - BEAM ELEVATIONS . MISCELLANEOUS SE:CTIONS MISCELLANEOUS SECTIONS - MOMENT FRAME FOOTINGS MOMENT FRAME FOOTINGS 200 SERIES - •TRANSFER AND ISO BUILDING 5201 - TRANSFER/ISO BUILDING TIPPING & • RECEIVING LEVEL, PLAN 3202. - TRANSFER/ISO. BUILDING ISO LEVEL PLAN 5203 - ; .TRANSFER/ISO BUILDING. ROOF LEVEL PLAN • 5204 TRANSFER/ISO BUILDING ENLARGED FLOOR PLAN EQUIPMENT & LOADING LEVELS • 5205 - ISO BUILDING 'ENLARGED FLOOR PLAN ISO LEVEL PLAN 5206 - 1-50 -BUILDING ENLARGED FLOOR PLAN ROOF LEVEL PLAN S207 ISO BUILDING -PENTHOUSE .ROOF AND MECHANICAL PLAN 5208 • TRANSFER BUILDING EAST & WEST WALL FRAMING ELEVATIONS S209 TRANSFER BUILDING NORTH & SOUTH WALL FRAMING ELEVATIONS 5210 TRANSFER BUILDING MNENI FRAME • ELEVATIONS 5211 TRANSFER • BUILDING MOMENT FRAME ELEVATIONS King County -Department of Natural . Resources and Parks. Solid Wast6:DiVition.: 5212 TRANSFER BUILDING MOMENT FRAME ELEVATIONS 5213 TRANSFER BUILDING 110•MENI FRAME ELEVATIONS S214 TRANSFER BUILDING MOMENT FRAME DETAILS S215.-- TRANSFER BUILDING MOMENT FRAME DETAILS 5216 TRANSFER BUILDING MOMENT FRAME DETAILS S217 TRANSFER BUILDING .MOMENT • FRAME DETAILS .5218 - TRANSFER BUILDING MOMENT FRAME DETAILS . S219 - TRANSFER BUILDING , BRACED FRAME ELEVATIONS $220 TRANSFER BUILDING BRACED FRAME DETAILS • 5221 - ISO BUILDING. WALL ELEVATIONS • 5222 - -ISO BUILDING BRACED FRAME ELEVATIONS 5223 ISO BUILDING BRACED FRAME ELEVATIONS S224 ISO BUILDING BRACED -FRAME DETAILS • 5225 ISO BUILDING ERACED FRAME .DETAILS 5226 - ISO BUILDING BRACED FRAME DETAILS S227 - ISO BUILDING BRACED FRAME DETAILS' • S228 - ISO BUILDING FAN COLUMN ELEVATIONS AND • DETAILS S229 - TRANSFER BUILDING HORIZONTAL BRACING PlANS 3230 - TRANSFER BUILDING. HORIZONTAL BRACING . DETAILS 5231 - TRANSFER BUILDING HORIZONTAL BRACING: DETAILS 5232 TRANSFER BUILDING HORIZONTAL _BRACING. DETAILS S233 - TRANSFER BUILDING SKYLIGHT .PLANS AND [DETAILS S234 RE TRANSFER BUILDING SKYLIGHT PLAN AND ):ETAILS• S235 • TRANSFER/TS° BUILDING SKYLIGHT PLAN AND •DETAILS S236 TRANSFER BUILDING FRAMING DETAILS S237 - TRANSFER BUILDING FRAMING DETAILS. S238 T TRANSFER •BUILDING-• FRAMING 'DETAILS S239 TRANSFER BUILDING FRAMING DETAILS S240 - TRANSFER/T50 BUILDING FRAIING .DETAILS_ S241 TRANSFER BUILDING FRAMING DETAILS S242 - TRANSFER- BUILDING FRAMING DETAILS S243 - TRANSFER BUILDING FRAMING DETAILS 5244 - TRANSFER/TS° BUILDING S245. - TRANSFER/TS0 BUILDING S246 TRANSFER/TS0 BUILDING 5247 TRANSFER/TS° f3UILDING 5248 - TRANSFER/TS0 -BUILDINIG 5249 - TRANSFER/TS0 BUILDING 5250 TRANSFER/TS° BUILDINIG 5251 - TRANSFER/ISO. BUILDING S252 - TRANSFER/T$0 BUILDING NORTH. ac WEST • . .5253 •TRANSFER/TS0 BUILDING ELEVATIONS WIND LOADING SOUT EAST 5254' ISO BUILDING .BREAK. ROOM PLAN & DETAILS 5255 ISO BUILDING STAIR FRAMING STAIR 'A' 5256 - TRANSFER/TSO. BUILDING STAIR FRAMING STAIR AND 1C' • S257 TRANSFER/TS° BUILDING STAIR DETAILS 5258.- TRAN5FER/TS0 BUILDING -STAIR •DETAILS, 5259' - TRANSFER/TS° BUILDING EXTERIOR STAR FRAIvING STAIR S260. TRANSFER/TSO. BUILDING .EXTERIOR STAIR DETAILS 5261. - TRANSFER/ISO BUILDING EXTERIOR STAIR DETAILS S262 TRANSFER/T$0: BUILDING !MISCELLANEOUS DETAILS S271 NORTH PROCESSING AREA FLOOR PLAN 5272 - NORTH PROCESSING. AREA ROOF PLAN . 5273 .NORTH PROCESSING AREA WALL .ELEVATIONS 5274 .- NORTH PROCESSING AREA BRACED FRAME ELEVATIONS 5275 - NORTH PROCESSING AREA DETAILS . S276 • NORTH PROGESSINC AREA DETAILS. • 300 5ERES .-E..SITE -.WALLS $5.0.1E. R- :RETAINING; WALL G. . S502....-- • RETAINING WALL .H 5503 7 'REIAININGEWALL . S504 RETAINING WALL E5505 RETAINING WALL j -- 5506 RETAINING WALL K. 5507 RETAINING WALL L. .600 •SERIES •MISCELLANEOUS STRUCTURES 5601. -.-. TRAILER YARD -.TRUCK PADSE • • 5602N- GENERATOR/FUELING STATION' F.QU.NDATION • 5603 7 5604 - SIGN E BRIDGE FOUNDATION 5605 SIGN -BRIDGE • • - UCTURES • S607 CONCEITE BARRIER S608 • CONCRETE ;BARRIER' FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS ROOF • MECHANICAL SUPPORT PLAN Ku MECHANICAL SUPPORT DEJA113 ROOF PLAN WIND LOADING ELEVATIONS - WIND &: SNOW LOAD! M( .300 SERIES SCALE FACILITY . 5301 - SCALE FACILITY. GENERAL ARRANGEMENT PLAN WEST S302 - SCALE FACILITY GENERAL ARRANGEMENT PLAN EAST S303 - SCALE FACILITY GENERAL ARRANGEMENT SECTIONS 5304 SCALE FACILITY GENERAL ARRANGEMENT SECTIONS 5305 - SCALE FACILTIY. FOUNDATION PLAN - WEST' SCALE FACILITY FOUNDATION PLAN- A, EAST SCALE FACILITY FOUNDATION DETAILS SCALE FACILITY FOUNDATION DETAILS SCALE FACILITY ,UNDERSCALE SLAB' PLAN SCALE FACILITY FOUNDATION DETAILS SCALE FACILITY .SCALE HOUSE. PLANS SCALE FACILITY SCALE HOUSE PLANS SCALE FACILITY SCALE HOUSE SECTIONS SCALE FACILITY SCALE HOUSE DETAILS SCALE FACILITY SCALE HOUSE DETAILS SCALE FACILITY SCALE HOUSE DETAILS , SCALE FACILITY SCALE: HOUSE DETAIL'S • SCALE FACILITY SCALE HOUSE DETAILS SCALE FACILITY SCALE. HOUSE DETAILS S306 - S307 - 5308 5309 5310 5311 5312 - S313 S314 S315 $316 -- 5317 - S318 - 5319 REVIEWED FOR gpDE COMPLIANCE 4'. APPROVED DEC 2 6 2012 • City of Tukwila , BUILDING DIVISION 400 SERIES - RECYCLING BUILDING 5401 - SOUTH PROCESSING AREA SLABS PLAN S402 . SOUTH PROCESSING AREA SLAB DETAILS S403 - RECYCLING BUILDING FOUNDATION & ROOF PLAN 5404 RECYCLING BUILDING DETAILS 5405. RECYCLING BUILDING. DETAILS An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 ARCHITECTURAL COID,E SUMMARY 05101 - - IS-0 BUILDING CODE SUMMARY-- COMPACTOR LEVEL 0$201 m TRANSFER/ISO: BUILDING • - CODE SUMMARY - TIPPING AND RECEIVING; LEVELS • • CS103 7 TO BUILDING - CODE SUMMARY EQUIPMENT AND LOONS LEVELS • CS104: - ISO i3UILDING - CODE SUMMARY - ISO: LEVEL CS301 - SCALE: FACILITY & RECYCLING BUILDING CODE SUMMARY FLOOR PLANS . 10 SERIES - ARCHITECTURAL GENERAL A011 - ARCHITECTURAL GENERAL ARCHITECTURAL. GENERAL NOTES • CODE NOTES .8c. LEGEND • A012 ARCHITECTURAL GENERAL - • WALL TIYPES • SCHEDULE • AO , A-RCHITECTURAL GENERAL - WALL, FLOOR & ROOF TYPES SCHEDULE • • • - .A014 -- ARCHITECTURAL .GENERAL. DOOR TYPES & SCHEDULE •A015 . ARCHITECTURAL GENERAL -- WINDOW TYPES & SCHEDULE. A016 - ARCHITECTURAL. .GENERAL - OPENINGS SCHEDULE. • L-• A017A -- ARCHITECTURAL: -GENERAL :OPENINGS .SCHEDULE - A.019 • AD20 -- A021E AQ22. • A0.23,7 A024 AQ25 • 100 SI:P1 • 'Ai.01 7 • A101C -A102 .A103 Al 04. • A105 A106 PIN:J! . ! N ARCHITECTURAL GENERAL - RECESS . SCHEDULES ARCHITECTURAL GENERAL ARCHITECTURAL GENERAL ARCHITECTURAL :GENERAL 7 ARCHITECTURAL GENERAL - ARCHITECTURAL GENERAL - ARCHITECTURAL GENERAL A PULE FIRE EXTINGUISHER t.&. FLOOR ti . INTERIOR SIGNAGE SCHEDULE • INTERIOR SIGNAGE TYPES - INTERIOR SICAIAGE•TYPES & DETAILS CASEWORK DETAILS - CASEWORK DETAILS • CASEWORK DETAILS TRANSFER. ISO. BUILDING • - ISO BUILDING - LEVEL TRANSFER/TS0 LEVELS • , 350 BUILD! \ -- ISO BUILDING TRANSFER/ISO T50 .BUILDING' - TRANSFER/74 :AST:. • AND ISO BUILDINGS FLOOR PLAN 7 COMPACTOR 'LEVEL • • . HORIZONTAL CLEARANCE PLAN -- COMPACTOR BUILDING 7- FinpR PLAN •- TIPPING 8c RECEIVING FLOOR PLAN 7 EQUIPMENT 8c " LOADING LEVELS • FLOOR _PLAN .-- ISO LEVEL BUILDING- ROOF PLAN ENLARGED ROOF & PENTHOUSE PLANS • BUILDING - EXTERIOR ElEVATIONS - SOUTH .•& • TRANSFER/ISO BUILDING - EXTERIOR ELEVATIONS NORTH & WEST • • A113 150 BUILDING & PENTHOUSE ENLARGED EXTERIOR ELEVATIONS A114 - TRANSFER/ISO BUILDING ENLARGED • EXTERIOR ELEVATIONS. A115 TRANSFER •BUILDING - ENLARGED EXTERIOR ELEVATIONS Al 21- TRANSFER BUILDING BUILDING. SECTIONS - NORTH & SOUTH A122 7 TRANSFER BUILDING BUILDING SECTIOIS - EAST 4 WEST A123 -.- ISO BUILDING - 'LONGITUDINAL BUILDING SECTIONS -A COMPACTOR BAYS • A.123( 7- ISO BUILDING LONGITUDINAL COMPACTOR SECTIONS VERTICAL CLEARANCE PROFILES. • .A124 - ISO BUILDING LATERAL BUILDING SECTION • A125 150. BUILDING 7. LATERAL • BUILDING SECTION A126 ISO. BUILDING_ - LATERAL BUILDING. SECTION .A1'27 ISO BUILDING H,BUILDING SECTIONS. A128 ISO BUILDING BUILDING SECTIONS A129- TS° BUILDING 'PENTHOUSE' SECTIONS 84 'DETAILS A131 TRA SEER • BUILDING - 'WALL • SECTIONS . A132 TRANSFER BUILDING -E WALL- SECTIONS 133 IRANSFER/T5Q. BUILDING WALL SECTIONS A135 TRANSFER/ISO •BUILDING - WALL SECTIONS ,A136 TRANSFER/ISO BUILDING -• WALL SECTIONS • PERMIT CENTER DEC 1 8:2012 RECtiv :•A134 TRANSFER/ISO. .BUILDING - WALL SECTIONS CITYOFTUKWi TRANSFER/TS0 BUILDING- - .WALL SECTIONS' A137 A138 BUILDING - FASCIA • SECTIONS & DETAILS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWING INDEX PROJECT NUMBER: CO0405C09 1 -$00 -424 -5555 SHT. OF: 2 619 IMAYING.NUMBMk: G012 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 C 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 PREVENTOR 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 DESIGNED IKS DF DI DIA DIM DO DPR DS DT DWG DWLS E EA EC ED EEWS EF EFCP EL, ELEV ELEC ENTR EOP EPD•M 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 FIR EPROOF 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 ..BIBS HOLLOW CORE, HANDICAP HIGH DENSITY POLYETHYLENE HIGH HK HMA HM HORIZ HPU HRP HRW HT HW HWD HWT HWY HYD 1 -5 ID IE IN INC INFO INSUL INT INV ISR• 1W. IWWTF JAN JT L LA LAV LB LCB LCK LF LG LL LLH LLV LP LSL LT. LVR MAN MATL MAX MB MBC MCC MCP MDO 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 INCLUDING INFORMATION INSULATION INTERIOR 0 INVERT INTRINSICALLY SAFE RELAY IRRIGATION WATER INDUSTRIAL 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 ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 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 IKS• KRH MODIFICATIONS SUBSEQUENT. TO PERMIT APPLICATION KRH. RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS IKS KRH ISSUED FOR ;CITY OF TUKWILA PERMITS CHK'D APP'D REVISION DESCRIPTION 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 S:H SHR SHT SIM SJ SK SL SLDG. SMH King County Department of `Natural Resources and Parks Solid Waste Division 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: RESTR. OOM 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 �ti1�IjECi� An SAIL Company 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/0 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 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 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 Rizuti to CITY OF TUK1,, 1 'A DEC 18 2012 PERMIT CENTER PROJECT NUMBER: CALL 48 140UFSBE C00405C09 SHT. OF: 5 .619 DRAWING NUMBER: G0`15 SSUEDFOR 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. 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 UTIUTY INSPECTION AT LEAST 72 HOURS (3 WORKING DAYS) IN ADVANCE BY CALLING 206-592-8944. CONSTRUCTION LIMITS 8 6 0 0 0 CONSTRUCTION LIMIT POINTS e& POINT NORTHING EASTING DESCRIPTION 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 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 1284870.35 5 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. LW • 2455+00.0 9. (215 RT) LW 2455+00.0 (700' RT) REVIEWED FOR CODE COMPLIANCE • APPROVED DEC 2 6 2012 6/10/10 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING • 0 1" MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 1/8/10 1 :iKS 1 KRH RESPONSE TO CITY OF TUKWILA CORRECTION. LETTERS • ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION' R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 City of Tukwila BUILDING DIVISION REPLACE OR RELOCATE ALL ISIGNS 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. 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 TO CLOSE AN ACCESS. D. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. 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. "%tx-daDwo n=100,-0" REGLi CITY OF 11/V.T, nEC 1 8 2012 100 0 Q12. 100 ER Scale BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT Feet PROJECT NUMBER: C00405C09 1- 800 -424 -5555 An SAIC Company GENERAL NOTES AND PROJECT AREA BOUNDARY DRAWING NUMBER: G016 • 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. SEE UTILITES DWGS FOR APPROXIMATE EXISTING UTILITIES LOCATIONS. 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). 3. SOURCE OF MAPPING:. SURVEYS PERFORMED BY DUANE HARTMAN AND ASSOCIATES: ON MAY 4, 2007; AUGUST 16, 2007; FEBRUARY it 2008; AND OTHERS. 4. 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. '17-7 (WSDOT) __.,. APPROX 1 /2 MILE . NORTH EXISTING" ° WALL D 280 ---- CONTROL POINT TABLE ID # NORTHING EASTING HC 17 -7 (WSDOT)* 165,203.5902 1285,446.2510 HC 17 -8 (WSDOT) . • 161,774.6040 1,285,016.9050 * NOT SHOWN ON PLANS ELEV. 286.500' 290.711' C 0 >- w 0 LL uJ cc' co - J U O O ;CONSTRUCTION_ LIMITS -' SEWER ::VAULT .�.,� ._.... , .., .140. r' CITY OF TLIK'oP' .� 8!4 0_'11 2 PERMReINTEP DRIVING : RANGE EXISTING .CONDITIONS AND r SURVEY CONTROL ! SCALE: 1 80' DESIGNED IKS 6/10/10 1/8/10 VERIFY SCALE 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, 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 61.9 An SAIC Company EXISTING CONDITIONS AND SURVEY CONTROL DRAWING NUMBER: G017 LL GENERAL NOTES BUILDING LOCATIONS ARE AS FOLLOWS. BUILDING SURVEY CONTROLS TRANSFER/1SO BUILDING: GRID REFERENCE INTERSECTION A/11 N 162085.845, E 1285191.512 GRID ROTATION: 73.39 SCALE FACILITY: GRID. GRID REFERENCE INTERSECTION A/1 N 161535.380, E 1285094.790 GRID ROTATION: 87.21 RECYCUNG BUILDING: SOUTHWEST CORNER N 161754.555, E 1285241.611 NORTHWEST CORNER N 161794.764, E 1285286.144 LO LC) L() 1 1g1- C\i 1 C.0 CD co 1 ,431,41. SOUP OCESSINi w Ct 0 w co (1) fD CO '14r° .1 —.J .25t1.1 245. :240: 0 0 0 0 0) 0 E co 0 0 1- VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS 7/31/09 ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 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 RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT PROJECT NUMBER: w 0 0 ct LL w GENERAL ARRANGEMENT SITE PLAN AND BUILDING CONTROLS LL. 0 W iDG N N O 0 2010 - 2:46pm KEY TO OPENI\G SCHEDULE: 1. OPENING SCHEDULE IS PROVIDED AS A CONVENIENCE TO ASSIST IN COORDINATION OF THE WORK OF TRADES. CONTRACTOR IS RESPONSIBLE FOR VERIFYING TYPE, NUMBER AND PLACEMENT OF OPENINGS, WHETHER LISTED ON THE OPENING SCHEDULE OR NOT 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 SPACES AND BY A DISCRETE OPENING NUMBER AS DESCRIBED BELOW: A. ON THE OPENING SCHEDULE, THE LOWER NUMBERED ROOM OR SPACE IS LISTED FIRST. FOR VERTICAL PENETRATIONS, ROOMS OR SPACES ON LOWER LEVELS ARE LISTED FIRST. B. ON PLANS AND ELEVATIONS, THE DISCRETE OPENING NUMBER IS LISTED WITHIN A PENTAGON ICON. IF ONE OF THE ROOMS OR SPACES IS NOT EVIDENT ON THE PLAN OR ELEVATION, ITS NUMBER IS LISTED BELOW THE PENTAGON ICON. 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 30 -59 60 -89 90 -99 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 ARCHITECTURAL /STRUCTURAL MECHANICAL ELECTRICAL COMPACTOR EQUIPMENT OPENING SCHEDULE FROM - TO NO NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES CD CD < J -J _ v� COMPACTOR LEVEL = TSO BUILDING C01 -SUF ` 34 1 6" DIA FLOOR M111 RAINWATER SUCTION LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 35 4" DIA FLOOR M111 ` SOIL WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 36 6" DIA FLOOR M111 SOIL ` WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 37 4" DIA FLOOR M111 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 38 12 "x24" FLOOR M111 E/M117_ BASKET DRAIN BD -1 39 4" DIA FLOOR M111 LEACHATE WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 40 SEE DETAIL FLOOR M111 3/M109 BOOT WASH 41 12 "x24" FLOOR Mill E/M117 BASKET DRAIN BD -1 42 SEE DETAIL -FLOOR M111 A/M117 COMPACTOR BAY VAULT NO 1 43 8" DIA FLOOR M111 _ LEACHATE WASTE CLEANOUT 44 SEE DETAIL FLOOR M1.11 B/M117 COMPACTOR BAY VAULT NO 2 45 12 "x24" FLOOR M111 E/M117 BASKET DRAIN BD -1 46 4" DIA FLOOR M111 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER • 47 4" DIA FLOOR M111 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 48 6" DIA FLOOR M111 LEACHATE WASTE SIZE INDICATED IS NOMINAL PIPE DIAMETER 49 . 6" DIA FLOOR M111 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 50 SEE DETAIL FLOOR M111 F/M117 HEATING WATER MANHOLE 51 SEE DETAIL FLOOR M111 D/M117 COMPACTOR BAY DRY VALVE VAULT 52 SEE DETAIL FLOOR M111 _3/M109 BOOT WASH 53 6" DIA FLOOR M111 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 54 4" DIA FLOOR _ M111 SOIL WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER C01 —EXW 55 6" DIA WALL M112 LEACHATE WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER C01 —ELEV 30 6 "x6" WALL M113 SIZE INDICATED IS NOMINAL DUCT SIZE C01 —0O3 32 6 "x6" WALL , M113 , SIZE INDICATED IS NOMINAL DUCT SIZE C01 -004 31 6 "x6" WALL M113 56 4" DIA CEILING M112A 4" SOIL WASTE UNISEX TOILET 104 PLUMBING CHASE C01 -005 30 6 "x6" WALL M113 SIZE INDICATED IS NOMINAL DUCT SIZE 57 4" DIA CEILING 4" RAINWATER SUCTION FLOOR CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER .1 58 4" DIA CEILING 4" FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 60 5" DIA WALL 22' -0" E050 HPU FEEDER — 3 ", P008 61 5" DIA WALL 22' -O" E050 HPU FEEDER — 3 ", P009 62 5" DIA WALL 22' -0" E050 HPU FEEDER - 3 ", P010 > 63 5" DIA WALL 22' -0" E050 HPU FEEDER — 3 ", P011 64 16 "x4" WALL 18' -0" E050 BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 65 16 "x4" WALL 14' -0" E105 BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 66 4., DIA WALL 16' -0" E050 FEEDER TO 4N1 — 2 ", P032 - 67 4" DIA WALL 16' —O" E050 — TELECOMM TO E115 - 2 ", T331 68 4" DIA WALL 16' -0" E050 TELECOMM TO E115 — 2 ", T331 _ 69 4" DIA WALL 16 —'0" E050 FEEDER TO 2T1 - 2-1/2", P028 FROM — TO N NO N NOMINAL SIZE L LOCATION D DETAIL /SECTION D DESCRIPTION N NOTES PENET TYPE HEIGHT AFF PLAN /ELEVATION DETAIL _ m J 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 OPENING SCHEDULE FROM — TO N NO N NOMINAL SIZE L LOCATION D DETAIL /SECTION D DESCRIPTION N NOTES PENET TYPE HEIGHT AFF PLAN /ELEVATION __I Iin m _ m J i King County Department of Natural Resources and Parks Solid Waste Division 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 tx•-?...).0 PROJECT NUMBER: C00405C09 SHT. OF: 323 619 )) DRAWING NUMBER: A016 -J z LL r ' , j • OPENING SCHEDULE FROM — TO NO NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES PENET TYPE z HEIGHT AFF PLAN /ELEVATION DETAIL < co LEVEL 2 — TSO BUILDING CONTINUED EQUIPMENT LEVEL — TSO BUILDING CONTINUED. FROM A017 103 -218 31 8" DIA CEILING M124 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 208 -209 FIRE SPRINKLER ALLOCATED SPACE FOR SPRINKLER RISER • 32 8" DIA CEILING M124 SUPPLY DUCT 'SIZE INDICATED IS NOMINAL DUCT SIZE FIRE SPRINKLER ALLOCATED SPACE FOR SPRINKLER RISER 33 8" DIA CEILING M132 M124 SUPPLY DUCT FIRE SPRINKLER ALLOCATED SPACE FOR SPRINKLER RISER 34 2" • DIA CEILING M133 M124 EXHAUST DUCT FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 104 30 13 "x10" CEILING M133 M122 SUPPLY DUCT CEILING EXHAUST FAN SIZE INDICATED IS NOMINAL FAN SIZE 105 -110 30 8 "x6" WALL M134 M122 TRANSFER OPENING EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 31 4 "DIA WALL . M124 M132 2" NP.W INSULATED 32 4" DIA WALL WALL M124 M132 1-1/2" TEPID WATER INSULATED 105 -112 33 8 "DIA CEILING M193 _ FIRE SPRINKLER FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN SUBJECT TO FIRE SPRINKLER DESIGN 34 8" DIA --WALL WALL CEILING M193 M105 106 -215 30 2" DIA CEILING DUCT RISER TO EF -T4 M124 212 30 8 "x8" CEILING SHOWER DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 107 -109 30 36 "x36" WALL EXHAUST GRILLE OPENING M126 31 6" DIA CEILING TRANSFER GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 31 36 "x20" WALL SUPPLY DIFFUSER M126 212 -EXR 32 4" DIA CEILING EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 108 —EXW 30 48" DIA CEILING 4" PLUMBING VENT THRU ROOF M127 _ 33 12" DIA WALL DUST COLLECTOR EXHAUST OUT SIZE INDICATED IS • NOMINAL DUCT SIZE 31 36" DIA CEILING M127 SIZE INDICATED IS NOMINAL DUCT SIZE 34 14" DIA WALL COMPACTOR LEVEL EXHAUST ` OUT SIZE INDICATED IS NOMINAL DUCT SIZE 108 —EXR 31 4" DIA CEILING SUPPLY DUCT M105 212 -219 35 16" DIA WALL 4" METHANE VENT THRU ROOF M132 32 40" DIA CEILING M104 SIZE. INDICATED IS NOMINAL DUCT SIZE 36 8 "x6" DUST COLLECTOR INTAKE IN 108 -109 31 36" DIA WALL M126 SIZE INDICATED IS NOMINAL REGISTER SIZE 60 6" DIA WALL EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 32 8" DIA WALL _ M125 TELECOMM CONDUIT, 4 ", T332 , 61 6" DIA WALL 4" NPW INSULATED PIPE 33 4" DIA WALL M125 TELECOMM CONDUIT, 4 ", T332 62 6" DIA WALL 1-1/2" TEPID WATER INSULATED PIPE 108 -111 30 4" DIA WALL M103 63 6" DIA WALL 9' -6" 2" NPW INSULATED PIPE 31 8" DIA WALL M125 213 _ 30 8 "x8" CEILING 4" NPW INSULATED PIPE 1 32 4" DIA WALL M124 SIZE INDICATED IS NOMINAL GRILLE SIZE 31 6" DIA CEILING 1 -1/2" TEPID WATER INSULATED PIPE 33 8 "DIA WALL M194 SIZE INDICATED IS VENT PIPE SIZE SIZE INDICATED IS NOMINAL REGISTER SIZE 213 -219 _ 8 "x6" FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN 34 8" DIA WALL M194 FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN 108 -205 30 6" DIA WALL M137 2" CWR INSTALL THRU WALL W/ ACOUSTIC WALL SEAL 31 6" DIA WALL CEILING M137 M132 2" CWS INSTALL THRU WALL W/ ACOUSTIC WALL SEAL 109 -EXW 30 SEE NOTE WALL WALL M126 M132 1,4/A17E 3/A176 2/A173 INTAKE LOUVER 19' -6" WIDE x 5' -2» HIGH 31 SEE NOTE WALL 8 "x8" M126 ` 1/A176 3/A176 2/A176 EXHAUST LOUVER 28' -1" WIDE x 8' -0" HIGH 109 -116 32 13 "x10" 31 8 "x8" M126 M132 CEILING EXHAUST FAN SIZE INDICATED IS NOMINAL FAN SIZE 109 -119 30 6" DIA _CEILING CEILING 30 M126 FLOOR M301 ` SUPPLY DIFFUSER SIZE INDICATED IS NOMINAL DUCT SIZE 109 -202 60 4" DIA CEILING 2" DIA E109 M301 _FEEDER TO 2T1 — 2 -1/2 ", P028 109 -207 32 ' 4" DIA WALL FLOOR M124 M301 4" SOIL WASTE INTO ROOM 207 PLUMBING CHASE 110 —SUF 30 2" DIA . FLOOR SLEEVE M112A M302 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 110 30 13 "x10" CEILING WALL M122 M302 ` CEILING EXHAUST FAN SIZE INDICATED IS NOMINAL FAN SIZE 110 -111 31 4" DIA WALL FLOOR M124 M302 1-1/2" TEPID WATER INSULATED PIPE 32 4" DIA WALL 9" DIA M124 M302 2' NPW • INSULATED PIPE 110 -120 31 12 "x12" WALL. 7' -0 " M122 M302 EXHAUST LOUVER SIZE INDICATED IS NOMINAL DUCT SIZE 116 -UP 30 8" DIA CEILING M124 _ 4" NPW UP THRU CHASE LID INSULATED PIPE 31 8" DIA CEILING M124 4" VENT UP THRU CHASE LID _ INSULATED PIPE LEVEL 2 — ISO BUILDING 201 -202 30 ' 18" DIA WALL • M133 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE FLOOR 31 24 "x24" WALL M134 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 38 RETURN AIR OPENING SIZE INDICATED IS NOMINAL DUCT SIZE 202 —CH1 37 16" DIA WALL M133 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 39 16 "x8" VENTILATION AIR SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 202 -203 38 16" DIA WALL M133 SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 40 16 "x8" FLOOR SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 202 -220 32 14" DIA WALL _ M133 501 —EXR 33 , 4" DIA CEILING SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 33 16" DIA WALL 4" METHANE VENT THRU ROOF , M133 501 -ATTIC 41 10" DIA CEILING RETURN DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 34 14" DIA WALL DUCT RISER M133 42 10" DIA CEILING DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 35 12" DIA WALL SIZE INDICATED IS NOMINAL DUCT SIZE . M133 01 2'- 6 "x4' -6" CEILING _SUPPLY SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 36 . 26 "x18" WALL M133 51 20 "x20" DOOR RETURN AIR DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 60 4" DIA WALL ' 10' -6" E116 52 20 "x20" DOOR M302 FEEDER TO 2T1 — 2-1/2", P028 203 —CH1 30 16" DIA WALL M133 47 6 "x6" CEILING VENTILATION AIR SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 203 -220 31 26 "x18" WALL SIZE INDICATED IS NOMINAL GRILLE SIZE M133 48 16 "x16" CEILING TRANSFER AIR OPENING SIZE INDICATED IS NOMINAL DUCT SIZE 204 -205 30 10" DIA WALL SIZE INDICATED IS NOMINAL GRILLE SIZE., M133 506 -ATTIC 49 6 "x6" CEILING RETURN DUCT , SIZE INDICATED IS NOMINAL DUCT SIZE 204 -220 31 10" DIA • WALL EXHAUST GRILLE OPENING M133 t 507 —ATTIC 50 6 "x6" SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE ;) ' 4 > r 205 -206 32 12" DIA WALL EXHAUST GRILLE OPENING M133 ATTIC —EXW 45 24 "x24" RETURN DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 205 -220 33 10" DIA WALL , M133 SIZE INDICATED IS NOMINAL LOUVER SIZE BUILDING DIVISICII 46 24 "x12" SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 206 -220 33 16" DIA WALL M133 SIZE INDICATED IS NOMINAL LOUVER SIZE ATTIC —EXR 44 RETURN DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 34 14 DIA 14" WALL M133 FRESH AIR INTAKE DUCT SIZE INDICATED IS NOMINAL DUCT SIZE RECYCLING BUILDING SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE SEE DWG 60 5" DIA WALL „ 9'-6" El 16 _ TRENCH DRAIN -.. TELECOMM CONDUIT, 4" SLEEVE, T332 FLOOR 61 5" DIA WALL 9' -6" El 16 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE EG.6v DEC 1 8 2012 CENTER 33 TELECOMM CONDUIT, 4" SLEEVE, T332 FLOOR 62 5" DIA WALL 9' -6" El 16 METHANE VENT y SIZE INDICATED IS NOMINAL PIPE DIAMETEK "�FT�tKtlTfl SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETEEERIUIIT 34 4" DIA TELECOMM CONDUIT, 4" SLEEVE, T332 63 5" DIA WALL 9' -6" El 1 6 METHANE VENT 601 -EXR 35 4" DIA CEILING TELECOMM CONDUIT, 4" SLEEVE, T332 M401 64 4" DIA WALL 10' -6" E116 36 4" DIA CEILING M401 FEEDER TO 2T1 — 2-1/2", P028 207 30 6 "x6" CEILING M133 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE ) 207 -208 31 6" DIA WALL _ M133 EXHAUST DUCT _ SIZE INDICATED IS NOMINAL DUCT SIZE C'1 0 N 0 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED S. FISCHER 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 OPENING SCHEDULE FROM — TO NO NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES PENET TYPE HEIGHT AFF PLAN /ELEVATION _1 : I-- LLJ CJ d < S m . -_H C/) LEVEL 2 — TSO 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 SIZE INDICATED IS NOMINAL DUCT SIZE 1 210 -211 30 6" DIA WALL M132 SUPPLY DUCT 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 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" El 16 TELECOMM CONDUIT, 4 ", T332 62 6" DIA WALL 9' -6" E116 TELECOMM CONDUIT, 4 , T332 63 6" DIA WALL 9' -6" E116 TELECOMM CONDUIT, 4 ", T332 213 _ 30 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 31 6" DIA CEILING M132 M132 _ 4" PLUMBING VENT THRU ROOF WALL SUPPLY REGISTER SIZE INDICATED IS VENT PIPE SIZE SIZE INDICATED IS NOMINAL REGISTER SIZE 213 -219 32 8 "x6" WALL 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 REVIEW En AN E ore CQI'� C '4•,' • App OVED ' 52 20 "x20" DOOR M302 DOOR GRILLE 504 —ATTIC 47 6 "x6" CEILING M302 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 505 —ATTIC 48 16 "x16" CEILING M302 RETURN GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE., DEC 2 2012 506 -ATTIC 49 6 "x6" CEILING M302 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE t 507 —ATTIC 50 6 "x6" CEILING M302 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE ATTIC —EXW 45 24 "x24" WALL M302 LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE BUILDING DIVISICII 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 EG.6v DEC 1 8 2012 CENTER 33 4" DIA FLOOR M401 METHANE VENT y SIZE INDICATED IS NOMINAL PIPE DIAMETEK "�FT�tKtlTfl SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETEEERIUIIT 34 4" DIA FLOOR M401 METHANE VENT 601 -EXR 35 4" DIA CEILING M401 4" METHANE VENT THRU ROOF 36 4" DIA CEILING M401 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER King County Department of Natural Resources and Parks Solid Waste Division 1-0P4C+ 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: 325 619 DRAWING NUMBER: AO 17A J z RWBECK BOW LAKE TS PHASE II \PH2_F. CD PHASES \A A196_MTHN.dwg CV N 2010 — 2:46pm TIPPING FLOOR ( 112 � 1 t—ii Tu —lLF _,ii lli-- I I I l F T II {�Ill: I I' I l Ir GAS COLLECTION DUCT RECEIVING FLOOR 111 METHANE MITIGATION MEMBRANE WATERSTOP 4 4 4. 4" 4 • 4 4. 4 • 4 WATERSTOP ICI 4 4 A4' MEMBRANE DETAIL AT TIPPING WALL TRANSFER BUILDING SCALE: 1" 1' -0" 4. 4 CONCRETE SLAB AND WALLS 6" A 4 4 . 4 . 4 4 4 . • 4 4 4 .4 4: 4 4 4 . I� 111- 1 EXTERIOR FOOTING SCALE: 1-1/2" = 1' -0" CONCRETE FOOTING WATERSTOP CONCRETE FOOTING a 4 CONCRETE SLAB 4 MEMBRANE TERMINATION EXTERIOR FOOTING SCALE: 1-1/2" = 1' -0" WATERSTOP METHANE MITIGATION SYSTEM CONCRETE SLAB ■1 :1 MB ■■■■I■■!■■11•1■■■■ ■■■ ■■■■■ .■a■ ■■■■■■■mot■■■■■ ■ ■■■■■ 4 4 4. MEMBRANE TERMINATION — 11-_-I I IEI I I 'ill, -lL L1 I, ,11 =T11 117 I11; .L•J- 1:1_ -L 111 - -L(- 111- -1:L =1 1= I j :IJI 1I° II II' it FLOOR RECESS DETAIL C o SCALE: 1" = 1' -0„ A195 11- WATERSTOP METHANE MITIGATION MEMBRANE METHANE MITIGATION SYSTEM METHANE MITIGATION MEMBRANE CONC SLAB 4 III -I I I---I I ICI 11- If GAS COLLECTION DUCT SCALE: 1 -1 /2 = 1' -0" FIRE STOPPING 6"0 PIPE SLEEVE GEOTEXTI LE DUCT 4"0 ABS PIPE TO ROOF PIPE COUPLER 6 A196 GAS COLLECTION DUCT METHANE MITIGATION MEMBRANE ADAPTER VENT TO DUCT DETAIL SCALE: 1" = 1 ' -0" METHANE MITIGATION MEMBRANE 4'10 ABS PIPE TO ROOF PIPE CLAMP DETAIL SCALE: 1-1/2" = 1' -0" MEMBRANE ADHESIVE PIPE CLOSURE METHANE MITIGATION MEMBRANE REVIEWED FOR ODE COMPLIANCE APPROVED z DEC 2R 2012 City of Tukwila BUILDING DIVISION FIRESTOP SEALANT W/ MINERAL WOOL 6 "0 SLEEVE RECEIVING FLOOR 6„ �. ( 111 ) ' • 4 "0 ABS PIPE TO ROOF FOUNDATION WALL COMPACTOR BAY ( C01 ) FIRESTOP SEALANT W/ MINERAL WOOL 6 "0 SLEEVE WATERSTOP. 1' METHANE MITIGATION MEMBRANE CONDENSATE TRAP, DRAIN TO FOOTING DRAIN FOOTING 111.— '4 . d. 4 4 . 4 . • • . 4• . ! 111J 111 I -J 1 I -I 1 I- I -,►1 •I -I 11- I G ll -II III -I I �I i t -f'' VENT RISER ADAPTER GAS COLLECTION DUCT FOUNDATION WALL SCALE: 1 /2" = 1'- RIGID INSULATION CONCRETE SLAB 3"0 ABS PIPE 4 DUCT ROUTING 2 THRU INTERIOR FOOTING SCALE: 1 -1 /2 = 1' -0" 4 32.3 GAS COLLECTION DUCT ADAPTER CONCRETE SLAB METHANE MITIGATION MEMBRANE MEMBRANE DETAIL INSULATED SLAB SCALE: 1 -1 /2" = 1' -0" RIGID INSULATION crry OF�IUK nFr, 18 2012 PERMIT CENTER 6079 REGISTERED ARCHITECT DOU S L. BRINLEY STATE OF WASHINGTON DESIGNED C. CONWAY 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 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B A 1/8/10 7/31/09 CC CC DB DB 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 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 TRANSFER /TSO BUILDING. METHANE BARRIER DETAILS Lk .1-14 PROJECT NUMBER: C00405C09 SHT. OF: 410 619 DRAWING NUMBER: A196 a 0 N c 0 N MECHANICAL LEGEND SYMBOL DESCRIPTION COMPRESSED AIR CA Iii UNDERGROUND PNEUMATIC RACEWAY A • CA COMPRESSED AIR OUTLET POINT OF CONNECTION COLD WATER - PS NON- POTABLE WATER NPW SURFACE CLEANOUT HOT WATER (120 °) - - HOT WATER (140°) - -140 TEMPERATURE SENSOR IN THERMOWELL HOT WATER CIRCULATING (120 °) - - - 3 WASTE MOTORIZED CONTROL VALVE I VENT -I 1- RAIN WATER RW ROOF TOP. DUCT SUPPORT (SLIP) LEACHATE WASTE LW # RAINWATER SUCTION RWS M• 1-E N '- IN A *I P∎ SERVED. TEPID WATER (85 °) TW 0 # TEPID WATER RETURN TWR REVERSE ACTING THERMOSTAT # INDICATES EQUIPMENT SERVED CONDENSER WATER SUPPLY CWS # CONDENSER WATER RETURN . CWR # HEATING WATER SUPPLY HWS NITROUS OXIDE SENSOR # INDICATES EQUIPMENT SERVED HEATING WATER RETURN HWR FUEL OIL SUPPLY (B20) FOS FUEL OIL RETURN (B20) FOR r. 10/4L MEDIUM PRESSURE HIGH VOLUME MISTING MPHV— HIGH PRESSURE LOW VOLUME MISTING HPLV 20/12 + FIRE SPRINKLER F LINED DUCT, INSIDE DIMENSION (FIRST FIGURE, SIDE SHOWN) 1* EXCEPT WHERE INDICATED, I.E. 20/12L (21 HYDRAULIC OIL �C HO -- CONDENSATE , C CFIRE -, DEPARTMENT PUMPER CONNECTION pd POST INDICATIOR VALVE W/ TAMPER SWITCH DUCT SECTION (EXHAUST, RETURN, OR OUTSIDE AIR) —111— UNION CHECK VALVE —'1 R VOLUME DAMPER (MANUAL) W/ REMOTE OPERATOR BUTTERFLY VALVE --{� P5U 5b- BALL VALVE "sb #INDICATES TYPE OF DIFFUSER PER SCHEDULE CD -# FAi 8 CFM RELIEF OR SAFETY VALVE GATE VALVE Dl BALANCE VALVE J FIRE DAMPER S REDUCED PRESSURE BACKFLOW PREVENTER �--- SR •— PRESSURE REGULATOR SOLENOID VALVE PDI -'A' WATER HAMMER ARRESTOR. LETTER INDICATES PLUMBING & DRAINAGE INSTITUTE SIZE. ............... POC POINT OF CONNECTION ► THRUST BLOCK SEE DWG C093 C DESIGNED LNS MECHANICAL LEGEND SYMBOL DESCRIPTION WATER FLOW METER Q Iii Iv... . ,,, _ THERMOMETER IN THERMOWELL 0 PRESSURE GAUGE WITH SNUBBER AND ISOLATION ` VALVE POINT OF CONNECTION PRESSURE SWITCH WALL CLEANOUT PS FLOOR CLEANOUT CO SURFACE CLEANOUT Y \.■ PRESSURE SENSOR 6 OPENING NUMBER (SEE OPENING B TEMPERATURE SENSOR IN THERMOWELL M ROOF TOP DUCT SUPPORT (ANCHORED) MOTORIZED CONTROL VALVE I -I 1- MOTORIZED BUTTERFLY VALVE ROOF TOP. DUCT SUPPORT (SLIP) FLOW CONTROL VALVE FCV # NUMBER, POUND © # M• 1-E N '- IN A *I P∎ SERVED. 0 # TEMPERATURE SENSOR WITH LOCAL. ADJUSTMENT. # INDICATES EQUIPMENT SERVED 0 # THERMOSTAT, # INDICATES EQUIPMENT SERVED O R # REVERSE ACTING THERMOSTAT # INDICATES EQUIPMENT SERVED # MOTION SENSOR # INDICATES EQUIPMENT SERVED # CARBON MONOXIDE SENSOR # INDICATES EQUIPMENT SERVED • C # CARBON DIOXIDE SENSOR # INDICATES EQUIPMENT SERVED # NITROUS OXIDE SENSOR # INDICATES EQUIPMENT SERVED ® # SPEED CONTROLLER # INDICATES EQUIPMENT SERVED - -73r1r ..-n-- —� CFM -- .... w W - SIDEWALL SUPPLY REGISTER 16x10 SWR _____„_116x10 CFM SIDEWALL RETURN REGISTER r. 10/4L DUCT (WIDTH, HEIGHT), L INDICATES LINED DUCT (DIMENSIONS CLEAR INSIDE) D DUCT (FIRST FIGURE, SIDE SHOWN) 20/12 + LINED DUCT, INSIDE DIMENSION (FIRST FIGURE, SIDE SHOWN) 1* EXCEPT WHERE INDICATED, I.E. 20/12L (21 20/12L - -- -- r1 DUCT SECTION (SUPPLY) PSI DUCT SECTION (EXHAUST, RETURN, OR OUTSIDE AIR) G 0 ROUND DUCT, ROUND OL., E p' P - U . —'1 R VOLUME DAMPER (MANUAL) W/ REMOTE OPERATOR — ... w W w U .e .IIIIIIII w W w W'in/ ...• ..I w FLEXIBLE CONNECTION P5U 5b- FLEXIBLE DUCT "sb #INDICATES TYPE OF DIFFUSER PER SCHEDULE CD -# FAi 8 CFM CRG CEIUNG RETURN, EXHAUST OR TRANSFER GRILLE OR REGISTER .-4 CFM J FIRE DAMPER S COMBINATION FIRE /SMOKE DAMPER �--- SR •— CORRIDOR COMBINATION FIRE /SMOKE DAMPER MECHANICAL LEGEND SYMBOL • DESCRIPTION. REFRIGERANT LINE SET • , Iv... . ,,, _ VELOCITY SENSOR ,...w POC POINT OF CONNECTION WCO WALL CLEANOUT FCO FLOOR CLEANOUT CO SURFACE CLEANOUT METHANE VENT 6 OPENING NUMBER (SEE OPENING B DESIGNATION NOTES THIS SHEET) -` — �. s ROOF TOP DUCT SUPPORT (ANCHORED) I S ROOF TOP. DUCT SUPPORT (SLIP) - — S w_' W .... O -,..- — �- ... e — - GENERAL NOTES WHERE CONNECTIONS TO EXTERIOR UTILITIES ARE INDICATED, RESPECTIVE DN. 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 NOTES: 1. OPENINGS BETWEEN ROOMS OR SPACES ARE IDENTIFIED BY THE SYMBOL 0 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. LINE SIZE DESIGNATION FIRST # LEFT TO LAST # RIGHT FIRST # TOP TO LAST # BOTTOM FIRST # TOP. TO LAST # BOTTOM FIRST # LEFT TO LAST # RIGHT SEISMIC ISOLATION NOTES 1. SEE DWG A103 AND ASSOCIATED REFERENCED DRAWINGS FOR SEISMIC ISOLATION NOTES AND REQUIREMENTS. 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. ft?- REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 2012. K:y City. of Tukwila BUILDING DIVISION mow 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 1/8/10 JAR LNS RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A REV 7/31/09 DATE JAR CHK'D LNS APP'D ISSUED FOR CITY OF TUKWILA PERMITS 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 LEGENDS CITY OF T0.) Ko;;S'. *.. IEC 18 2012 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 454 619 DRAWING NUMBER: MO1 1 LC) LO ILO Ln N cD 00 0 F- 2 c W 0 11. cc c LL LL NEW \F_M012.dwg 0 0 N 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 COMPUANT 1.6/1.1 GAL FLUSH 1 /6 P -1B FLOOR MOUNT FLUSH VALVE WATER CLOSET 4 2 1 - DUAL FLUSH ADA COMPUANT 1.6/1.1 GAL FLUSH TSO RISER ROOM 105 P -2 WALL HUNG URINAL -1 PINT FLUSH 2 1 -1/2 1/2 - SENSOR FLUSH 1-PINT FLUSH DIV. 23 P -2A WALL HUNG URINAL -1 PINT FLUSH 2' 1 -1/2 1/2 - SENSOR FLUSH ADA COMPLIANT 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 NO P -3A COUNTERTOP LAVATORY 1 -1/2 1 -1/2 1/2 1/2 ADA COMPUANT 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 GPM 3 /4HP 750W 120/1PH P -4A SINGLE COMPARTMENT SINK W/ DISHWAHER HOOKUP & HOT WATER DISPENSER 2 1 -1/2 1/2 1/2 ADA COMPUANT 1.5 GPM 75W 1201PH P -5 FLOOR MOUNT UTILITY SINK 3 2 1/2 1/2 2.5 GPM NO P -6 DUAL LEVEL DRINKING FOUNTAIN 1 -1/2 1 -1/2 1/2 - ADA COMPUANT 11;10T/EG2R/2\L P -6A DUAL LEVEL DRINKING WATER COOLER 1 -1/2 1 -1/2 1/2 - ADA COMPLIANT HP 1/3 /3 PH P -7 SHOWER 2 1 -1/2 1/2 1/2 A0A GPM COMPLAINT 2.0 TOP LOAD LEVEL - SPA 126 WATTS /FT ° 014 F AMBIENT REFRIGERATOR ICE MAKER SUPPLY "w- -w- ' rT 1'- r T T T r'"-► W/ BACKFLOW HT -10 ASSEMBLY BW -T1 BOOT WASH 2 1 -1/2 3/4 - NPW SUPPLY BAS CONTROL ME 500 W 120/1 PH ESEW -1 EMERGENCY SHOWER /EYEWASH - 111 - - - 1 -1/4" TEPID WATER - - - EMERGENCY SHOWER /EYEWASH 0 _ RTAS WITH SRF 3-1C 1_��4• TEPID WATER OWNER FURNISHED CONTRACTOR INSTALLED EW -1 EMERGENCY EYEWASH INTEGRAL DIV. 22 DIV. 26 NO T/217 TEPID WATER C WEST TRUCK PAD HB FREEZE PROOF HOSE BIBB 120/1 INTEGRAL DIV. 22 DIV. 26 INTEGRAL VACUUM UUM BREAKER HT -14 RTAS WITH SRF 3 -1C HOSE BIBB 3.26 WATTS /FT ©14°F AMBIENT 120/1 INTEGRAL DIV: 22 VACUUM 1^ NO ,„„ EAKER FD -1 FLOOR DRAIN EAST TRUCK PAD 3.26 WATTS /FT ©14°F AMBIENT 15 120/1 SIZE AS NOTED . ON DRAWINGS W/ TRAP PRIMER & TRAP SEAL DIV. 26 FD -2 FLOOR DRAIN HEAVY DUTY HT -16 RTAS WITH SRF 3 -1C EAST TRUCK PAD 3.26 WATTS /F1' 014° F AMBIENT SIZE AS NOTED ON DRAWINGS W/ TRAP PRIMER & TRAP SEAL 120/1 FD -3 FLOOR DRAIN W/ EDIMENT BASKET SEDIMENT NO HT -17 RTAS WITH SRF 3 -1 C SIZE AS NOTED ON DRAWINGS W/ TRAP PRIMER 3.26 WATTS /FT 014° F AMBIENT FFD -1 FUNNEL FLOOR DRAIN INTEGRAL DIV. 22 DIV. 26 NO ® SIZE AS NOTED ON DRAWINGS W/ TRAP PRIMER & TRAP SEAL FPLSM 20212(15)100 FS -1 FLOOR SINK 4" 208/3 INTEGRAL DIV. 22 DIV. 22 / ... . RI R HD -1 HUB DRAIN 6" VIL L W/ TRAP PRIMER BD -1 IFINFIRIPIPI BASKET DRAIN PIP 6" 'PIP'MI - DI CT C• U LT N BAY VAULTS N0.1 ORNO.2 BD -2 BASKET DRAIN 6" TO COMPACTOR BAY VAULT 1•10.2 AD -1 AREA DRAIN . 6" II AASHTO HS20 COMPLIANT - TRENCH DRAIN - - - - ASHTO HS20. COMPLIANT DOMESTIC WATER PUMP ° SCHEDULE SYMBOL MANUFACTUERER MODEL NO. LOCATION . SERVICE TYPE SIZE GPM HEAD (FT) 0 ELECTRICAL LOAD SHEDDING REMARKS HP VOLTAGE /PH STARTER DISCONNECT CP -T1 GRUNDFOSS . UPS- 26 -99 -8F TSO RISER ROOM 105 DOMESTIC HOT WATER IN UNE 1" 5 20 1 /6 115/1 DIV. 23 DIV. 26 . NO - ® CP -T2 GRUNDFOSS UPS- 26 -99 -BF TSO RISER ROOM 105 TEPID WATER IN UNE 1" 5 20 1/6 115/1 DIV. 23 DIV. 26 NO ®1 0.5 2.5 10 120 ELECTRICAL WATER HEATER 50 GALLON WARMING ROg.602 M 3/4 3/4 6 KW 208/1 DN. 22 MANUF. DN. 26 NO 1® ® R S: 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 N0. LOCATION MIN. FLOW GPM PEAK FLOW GPM MAX PRESSURE DROP PSI TEMP. SETPOINT ° F REMARKS MV -T1 SYMMONS MODEL 5 -400 TSO RISER ' ROOM 105 0.5 W/ RECIRCULATION 27.0 10 120 O MV -T2 SPEAKMAN MODEL SE -352 TSO RISER ROOM 105.. 3.0 W/ RECIRCULATION 60.0 30 85 \� WH -T2 MV -R1 SYMMONS MODEL 5 -210 WARMING ROOM 206 . 0.5 2.0 . 10 120 O3 MV -R2 5PEAKMAN MODEL SE -370 WARMING ROOM 206 0.5 5.0 20 85 2500 KW MV -S1 SYMMONS MODEL 5 -220 SCALEHOUSE ATTIC 0.5 2.5 10 120 ELECTRICAL WATER HEATER 50 GALLON WARMING ROg.602 M 3/4 3/4 6 KW 208/1 DN. 22 MANUF. DN. 26 NO 1® ® REMARKS: L'1 3/4 -INCH INLETS, 1 -INCH OUTLET. ® 1 1/4-INCH INLETS AND OUTLET, ANSI Z358.1 COMPLIANT. 3/8 -INCH INLETS AND OUTLET. • 1/2 -INCH INLETS AND OUTLET, ANSI 2358.1 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 _� COMPACTOR LEVEL DRY VALVE VAULT DEZURK F1CI,NBR,CR PEC13 , , W/ GS- 12 -SC10A PNEUMATIC ACTIVATOR OPEN OPEN 8 ECCENTRIC PLUG CONTROL VALVE, SPRING -TO- OPEN, AIR -TO -CLOSE O O O CONTROL VALVE TYPE - ECCENTRIC PLUG, SPRING -TO- OPEN,. AIR -TO- CLOSE. ® MAXIMUM WASTEWATER PRESSURE - 10 PSI. ® AVAILABLE AIR PRESSURE - 80 PSI. O PROVIDE WITH POSITION UMIT SWITCHES (OPEN AND CLOSE CONTACTS). ® INSTALL VALVE SO PLUG ROTATES UPWARD IN OPEN POSITION AND VALVE ' PLUG FACES FLOW IN CLOSED POSITION. WATER HEATER SCHEDULE SYMBOL DESCRIPTION LOCATION CW v HW �\ ELECTRICAL LOAD SHEDDING REMARKS W PH STARTER DISCONNECT WH -T1 ELECTRICAL WATER HEATER 1.19 GAL TSO RISER ROOM 1 -1/4 w 1 -1/4 30 KW �STAR�T,E\R� 480/3 ON. 22 MANUF. DIV. 26 YES v v � �� ®® ®® \� WH -T2 HEA RI 1 9wGALR RISER ROOM' 105 1 -1/4 1 -1/4 30 KW 480/3 DMNANI _ DN. 26 YES 0 U2 ®Q' WH -S1 HEATER 0 GAL R ATTIC HOUSE 3/4 3/4 2500 KW 120/1 DMNANI DN. 26 NO O ® B - - - 3.26 TTS 014° F AMBIENT WH -R1 ELECTRICAL WATER HEATER 50 GALLON WARMING ROg.602 M 3/4 3/4 6 KW 208/1 DN. 22 MANUF. DN. 26 NO 1® ® REMARKS: Qi WATER HEATER SHALL BE SET AT 145'F. ®2 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. 0 PROVIDE SEISMIC RESTRAINT OF WATER HEATER IN CONFORMANCE WITH UPC. REVIEWED FOR CODE COMP'LIK CS APPROVED DEC 2A2012 City of Tutor/11s BUILDING DIVISION 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. 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 014° 014 F AMBIENT 15 .120/1 INTEGRAL DN. 22 DIV. 26 NO HT -2 RTAS WITH SRF 5-1C COMMERCIAL RECEIVING FLOOR 3.26 WATTS /FT 014° F AMBIENT 15 120/1 INTEGRAL DN. 22 DIV. 26 NO �1 rT RTAS WITH SRF 5-1C COMMERCIAL RECEIVING FLOOR 111 -NORTH 3.26 WATTS /FT 014° F AMBIENT 120/1 INTEGRAL. DN. 22 DN. 26 NO - R;frS5 WITH 1 C S-1 C J SELF HAUL - - - TIPPING FLOOR 112 -SW - - - 3.26 TTS 014° F AMBIENT - 120/1 - DIV. 26 NO 1O RTAS WITH SRF 5 -1C SELF HAUL TIPPING FLOOR 112 -SOUTH 3.26° WATTS /FT 014° FAMBIENT 15 120/1 120/1 INTEGRAL DIV -22 INTEGRAL DIV. 22 DIV. 26 DIV. 26 NO _ NO - O1 HT -4 SR WITH � SRF 3 -1 C TOP gID BAY 3.26 WATTS /FT 014° F AMBIENT HT -5 RTAS WITH SRF 5 -1 C COMPACTOR BAY C01A EXTENSION 3.26 WATTS /FT 014° F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO 0 HT -6 RTAS WITH SRF 5 -1C COMPACTOR BAY CO1 126 WATTS /FT 014°F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO 1 HT -7 RTAS WITH SRF 5 -1 C MECHANICAL CO6 3.26 WATTS /Fr 014° F AMBIENT 15 120/1 11;10T/EG2R/2\L DIV. 26 NO � t:J HT -8 RTAS WITH SRF 5-1C LOADING AREA 109 3.2fi °WATTS /FT 014 F AMBIENT 15 120/1 INTEGRAL Dn/. 22 DIV. 26 NO 0 HT -9 RTAS WITH SRF 3-1C TOP LOAD LEVEL - SPA 126 WATTS /FT ° 014 F AMBIENT 15 120/1 INTEGRAL ON. 22 ' DIV. 26 NO ®i HT -10 RTAS WITH SRF 3 -1C FUELING STATION 3.26 WATTS /FT 014 °F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO 0 HT--11 RTAS WITH SRF 3-1C HOT LOAD PAD 3.26 WATTS /FT 014° F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO 0 HT -12 RTAS WITH SRF 3-1C WEST TRUCK PAD 3.26 WATTS /FT 014° 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 ©14°F AMBIENT 120/1 INTEGRAL DIV: 22 DIV. 26 NO Q HT -15 RTAS WITH SRF 3 -1C EAST TRUCK PAD 3.26 WATTS /FT ©14°F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO ® HT -16 RTAS WITH SRF 3 -1C EAST TRUCK PAD 3.26 WATTS /F1' 014° F AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO HT -17 RTAS WITH SRF 3 -1 C EAST TRUCK PAD 3.26 WATTS /FT 014° F AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO ® HTP -1 FPLSM 20212(15)100 MECH. ROOM C06 21.600 - 208/3 INTEGRAL DIV. 22 DIV. 22 NO COMPACTOR BAY 500 VIL L C01 120/1 DIV. 2 6 NO ®5 REMARKS: L°Idl.ole d 5s t 0 INDIVIDUAL BRANCH CIRCUIT WITH SINGLE UNE SENSING THERMOSTAT. CITY OF TWO!" 4. ® MULTIPLE LOCATIONS (HT -11, HT -12, HT -13 & HT -14) ON COMMON BRANCH CIRCUIT WITH SINGLE UNE SENSING THERMOSTAT. DEC 1 8 2012 ® MULTIPLE LOCATIONS (HT -15, HT -16 & HT-17) ON COMMON BRANCH CIRCUIT WITH SINGLE UNE SENSING THERMOSTAT PERMIT CENTER EAT TRACE PANEL INCLUDES 100AMP MAIN DISCONNECT SWITCH WITH 15 INDIVIDUAL 20 AMP 120VAC 1 -POLE BRANCH CIRCUIT BREAKERS. ®5 ESEW -2 INCLUDES FACTORY HEAT TRACE AND SHALL BE PROVIDED BY OWNER FOR INSTALLATION BY CONTRACTOR. DESIGNED LNS DRAWN NBD 6/10/10 JAR LNS FINAL ISSUED FOR CITY OF TUKWILA PERMITS VERIFY SCALE. BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B. 1/8/10 1/8/10 JAR LNS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION JAR LNS RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A REV 7/31/09 DATE JAR CHK'D LNS APP'D ISSUED FOR CITY OF TUKWILA PERMITS 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: 253.651.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES -- SHEET 1 PG pz-•/)..6 PROJECT NUMBER: 000405C09 SHT. OF: 455 619 uJ 0 DRAWING NUMBER: M012 NEW \F_M016.dwg_ d .O Ins004 — June 3 HEAT EXCHANGER SCHEDULE SYMBOL SYMBOL MANUFACTURER MODEL N0. LOCATION SERVICE HOT SIDE COLD SIDE REMARKS FLOW RATE (GPM) ENTERING FLUID TEMP ( °F) LEAVING FLUID TEMP ( °F) FLUID TYPE MAX: PD. (FT -H2O) FLOW RATE (GPM) ENTERING FLUID TEMP ( °F) LEAVING FLUID TEMP ( °F) FLUID TYPE MAX, PQ. (FT -H2O) 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 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 DO . WATER 20 8.6 BLADDER 260 1 DET -R1 AMTROL THERM- X -TROL ST -12 WARMING ROOM 602 DOMESTIC HOT WATER 4.4 1.9 BLADDER 70 24 DET -S1 AMTROL _ THERM- X -TROL ST -5 HOUSE ATTIC DOMESTIC HOT WATER 2'0 - BLADDER - EXPANSION TANK SCHEDULE SYMBOL MANUFACTURER MODEL NO LOCATION SERVICE TANK VOL (GAL) ACCEPTANCE VOL (GAL) TYPE FULL WEIGHT (POUNDS) REMARKS ET -T1 2IvE0L MROL XTR 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 g 2.4 BLADDER 120 1 ET -T3 ZiF OL5V EXTROL 1 TSO C06 AT HEEATER 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 DO . WATER 20 8.6 BLADDER 260 1 DET -R1 AMTROL THERM- X -TROL ST -12 WARMING ROOM 602 DOMESTIC HOT WATER 4.4 1.9 BLADDER 70 24 DET -S1 AMTROL _ THERM- X -TROL ST -5 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 -T2 AMTROL FILTER 109 TSO MECH • RM 118 MAKEUP AIR HEATING 30 DIS AS -T3 AMTROL FILTER 109 MECH. RM C09 FUEL STORAGE TANK HEATING 5 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. A 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 1'0 12X8 200 65 1.25 0.25 0.032 25 22 24 - 1 VAV -T4 DESV 8 8 "0 12X10 770 350 1.25 0.25 0.038 29 27 24 - 2 VAV -T5 DESV 6 6 "0 12X8 400 400 1..25 0.25 0.130 28 25 24 - 2 A VAV -T6 DESV 8 8 "0 ` 12 • .... �s 710 ` .�.� 10 ..-. 1.25 s • .2 ire. 0.038 27 27 24 - GRUNDFOS UP 26 -99 F war VAV -T7 DESV 4 4 "0 6 "0 50 50 1.25 0.25 0.032 25 22 24 - 2 VAV -T8 DESV 4 4 "( 6 "0 50 50 1.25 ` 0.25 0.032 25 22 24 - 2 HYDRONIC SYSTEM PUMP SCHEDULE _ SYMBOL MANUFACTURER MODEL NO. LOCATION SERVICE TYPE GPM HEAD (F-r) ELECTRICAL LOAD SHEDDING MOTOR EFFICIENCY (MIN) REMARKS HP RPM VOLTAGE /PH STARTER DISCONNECT P -T1 GRUNDFOS UPS 80 -160 F TSO EQUIPMENT LEVEL HYDRON IC HEAT PUMP PRIMARY LOOP IN -UNE EG -3 EXHAUST GRILLE - TITUS MODEL 63FL. HEAVY DUTY ALUMINUM, 1/2" BLADE SPACING, 30' DEFLECTION 3 ) i 1800 460/3 DIV. 26 DIV. 26 NO ' 86.5% FROM NREC 82 . 1 40 P -T2 GRUNDFOS UP 43 -75 F ISO ENT EQUIPMENT LEVEL HYDRONIC HEAT PUMP BOILER LOOP IN -UNE 15 12 1/6 ` ( 1800 115/1 BAS RELAY DIV. 23 DIV. 26 NO ' NA P -T3A GRUNDFOS UPS 40 -80/2 F TSO EQUIPMENT LEVEL HYDRONIC U HEAT PUMP HP EXCHANGE IN -UNE 30 20 3/4 1800 115/1 BAS RELAY DIV. 23 DN. 26 NO ' 4 NA P-T3B GRUNDFOS UPS 40 -80/2 F ISO E UIPMENT E LEVEL HYDRONIC HEAT PUMP HPU HEAT EXCHANGE IN-UNE 30 20 3/4 ' 1 1800 P 115/1 ) BAS RELAY DIV. 23 DIV. 26 NO NA _ P T4 GRUNDFOS UPS 40 -240 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP ROOFTOP HEAT COIL IN-LINE 30 45 I 1-1/ 1 1 800 460/3 DIV. 26 DIV. 26 NO 1 FROM 84.0% NREC 1345 GRUNDFOS UPS 32 -160 F TSO EQUIPMENT LEVEL HYDRONIC HEAT- PUMP DRY COOLER IN -UNE , C \ ( 3/4 ( 1800 115/ 1 ' / BAS RELAY DIV. 23 DIV. 26 NO ' NA 30 � 30 P -T6 GRUNDFOS UP 26 -99 F TSO EQUIPMENT LEVEL - FUEL STORAGE TANK HEATER IN -UNE 5 29 , 1 /6 1 115/1 BAS RELAY DIV. 23 DIV 26 NO ( NA .REMARKS: 1 MINIMUM EFFICIENCY PER THE 2006 NREC. C \. REMARKS: 1. PROVIDE ONE, 1.10V 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 110V CIRCUIT FOR TSO EQUIPMENT LEVEL VAV UNITS T4, T5, T7 & T8. BAS CONTRACTOR SHALL PROVIDE TRANSFORMER FOR CONTROL POWER TO ALL VAV UNITS. 3. PROVIDE ONE 1.10V 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 CEILING SUPPLY DIFFUSER - TITUS MODEL MCD, BORDER TYPE 3, 24X24 MODULE FOR LAY -IN CEIUNG CD -2 CEILING SUPPLY DIFFUSER - TITUS MODEL MCD, BORDER TYPE 1 FOR HARD -LID 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 W -R FLOOR DIFFUSER SR -1 SIDEWALL SUPPLY REGISTER - TITUS MODEL 1700RL, ALUMINUM W/ TYPE C BORDER AND DIRECTIONAL BLADES SG -1 SIDEWALL SUPPLY GRILLE - TITUS MODEL 301 FS, ALUMINUM, 1/2" BLADE SPACING, ADJUSTABLE EG -1 EXHAUST GRILLE - TITUS MODEL 355RL. STEEL, 1/2" BLADE SPACING, 35• FIXED DEFLECTION EG -Z EXHAUST GRILLE - TITUS MODEL 355FL ALUMINUM, 1/2" BLADE SPACING, 35' FIXED DEFLECTION, SURFACE- MOUNT FOR HARD LID CEILING 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 .REMARKS: 1. ALL TERMINALS: SIZE AS NOTED ON DRAWINGS 1)6 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 2012 .. +� r; City of Tukwila BUILDING DIVISION RLGti v CITY OF TUKsj'; '. •N. DEC 1, 8 2012 PERMIT CENTER 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" B 1/8/10 JAR LNS 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 C GIG HARBOR, WASHINGTON 98335 PHONE: 253.951.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES SHEET 5 PROJECT NUMBER: C00405C09 SHT. OF: 459 619 DRAWING NUMBER: M016 Ins004 — June 3, 2010 — 9:49 ABBREVIATION SYMBOL DESCRIPTION WHA WATER HAMMER ARRESTOR EV EMERGENCY VENT O.C. ON CENTER: B20 BIODIESEL (20%) TYP TYPICAL ¢S ROUND W,H,L WIDTH, HEIGHT, LENGTH CFM CUBIC FEET PER MINUTE W/ WITH HSPF AT AFF ABOVE RNISHED FLOOR IE INVERT ELEVATION GAL GALLON /\. �..�".. " ,--- GPM "-- ---\--"- GALLONS PER MIND �� PSI POUND PER SQUARE INCH PSIG �AM. 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, FT" 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 EWE 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 COEFICIENT 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 INDMDUAL 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 CAPABILITIES THROUGH THE BUILDING DIRECT DIGITAL CONTROL SYSTEM FOR A MINIMUM DEADBAND. CONTROL OF 5 DEGREES F FOR ALL CONDITIONED AREAS WITH HEATING AND COOUNG CAPABILITY AND PROVIDE LOCKOUT OF AUXILIARY 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 PREUMINARY 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. tisx•-s.Q_•d REVIEWED SCR ODE COMPLIANCE APPROVED DEC 2 a 2012 • City of Tukwila BUILDING DIVISION I°IA�a CITY o �!'' TUK a R nwe 1' 8 2012 PERMIT CENTER DESIGNED LNS DRAWN 6/10/10 JAR LNS FINAL ISSUED FOR CITY OF TUKWILA PERMITS NBD 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 C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT NREC COMPLIANCE AND MECHANICAL ABBREVIATIONS PROJECT NUMBER: C00405C09 SHT. OF: 460 619 DRAWING NUMBER: M017 1 -800 -424 -5555 0 0 w ce w co LL 0 c. L.L. 0 WELD TO STUDS EACH END SUPPORT ARM WALL BRACKET II=II4i ■IIE 3"x1-7/8"x3/16" CHANNEL . SUPPORT ARM PAIL HOOK C.I. COVER INSULATION FIN GRADE OR PAVING 24 "x24 "x6" THICK CONCRETE PAD WHERE NOT IN CONCRETE FINISH GRADE AIR DISTRIBUTION MAIN 3/4" DROP UNION HOLD DOWN PIPE CLAMP W/ RUBBER GASKET ADJUSTABLE C.I. VALVE BOX QUICK COUPLER. TO MATCH OWNER REQUIREMENTS. SERVICE SINK FAUCET 3 "x4 "x1/4"L 1011110 411 FOR CONTINUATION AND SIZE, SEE FLOOR PLAN GATE (OR . BALL) VALVE CHECK VALVE IN —LINE CIRCULATING PUMP (SEE PUMP SCHEDULE) REDUCING TEE WITH TEST PLUG AND CAP FOR INSERTION OF TEST GAUGE OR TEMPERATURE PROBE (TYP EACH SIDE OF PUMP) H -i i i WELD TO STUDS EACH END SERVICE SINK FAUCET SUPPORT WATER LINE FINISHED FLOOR GATE VALVE DDC TEMP SENSOR FLOW NOT TO SCALE M135 VALVE BOX INSTALLATION DETAIL NOT TO SCALE TYPICAL TYPICAL AIR DROP 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 OFF) (IN) 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 NOT TO SCALE 5 125 ANCHOR WEIGHT (LBS) EXPANSION BOLT DIA (IN) IMBED DEPTH (IN) < 500 1/2 3 < 1000 5/8 4 FLOOR MOUNT EQUIPMENT ANCHORAGE 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. 20" UNLESS NOTED. OTHERWISE COLD WATER SUPPLY LINE TO FLUSH VALVE FIXTURE ISOLATION BALL VALVE ACCESS DOOR & FRAME I01-4., I /— TRAP PRIMER VALVE u r— FLOOR DRAIN /.— FINISHED FLOOR J 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. 7 M1 1 1 7 M124 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. CIRCULATING PUMP NOT TO SCALE ANCHOR TO FLOOR W/ TWO — 1-1/4"x2" EXPANSION BOLTS INSULATE AND HEAT TRACE TO OPERATING VALVES REVIEWED FOR OODA�P'PftO'VE COMPLIANCE DEC 2a2012 • City of Tukwila BUILDING DIVISION EMERGENCY SHOWER DETAIL NOT TO SCALE CITY OF T DEC 18 012 PERMIT CENT ";'.R 1- 800 -424 -5555 0 N ns004 — June 3 DESIGNED LNS DRAWN • NBD D C 6/10/10 1/8/10 JAR LNS FINAL ISSUED FOR CITY OF TUKWILA PERMITS 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 CHK'D LNS APP'D 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 99335 PHONE: 253.851 .51 75 BOW LAKE' RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL DETAILS PROJECT NUMBER: C00405C09 BHT. OF 461 619 DRAWING NUMBER: M018 ictC z LL June 3, 2010 • 0 c SEE WARNING SHELTER PIPING DIAGRAM THIS SHEET FOR PIPING ARRANGEMENT EW- WH- 2 "FD -1 RECYCLE. AREA 601 FINISH FLOOR ELEV = 267.79 411.1...00.0 0 m0000.0000..1*i t . .0.-4. . *.......i..0., * * **04 Nl 0.0000 . 11111.00440*. ma m 01110i00 N...101104400..i.NN' 00.0.0000900.1.00... ...90N..11.1.1101 .0.0.00.000. 00000 /0f0000000000i00N.M000.*****001 WARMING ROOM 602 NE VTR ET AT : ROOF TO AVOID STANDING SEAM 4" M ETHANE VTR OFFSET AT ROOF TO OID STANDING SEAM - 11111111111111111111111111111111111111 -1/4 ". BUILDING POc — 1262.5 RECYCLING BUILDING PLUMBING PLAN RECYCLING BUILDING RECLCYING YARD SCALE: 1/4" = 1" -0" '1 2"FD- SUF `ID-! i TRENCH SUF N (BLIND SUMP, NO AINAGE) WARMING ROOM 602 1 111111111111 .1111111111111111111111111 3UFCO RECYCLE AREA 601. -- 2- STAGE, 2- CIRCUIT, 208V/1 PH LINE VOLTAGE THERMOSTAT 0 IRH' R1 I 602 WARMING ROOM 602 HVAC PLAN RECYCLING BUILDING RECLCYING YARD SCALE: 1/4" • = 1' -0" RECYCLING BUILDING FOUNDATION PLUMBING PLAN RECYCLING BUILDING RECLCYING YARD SCALE: 1 /4" = 1'--0" 4 FLOOR THICKNESS PER STRUCTURAL DRAWINGS TRENCH SUPPORT LEVELING RODS MINIMUM CONCRETE THICKNESS PER DRAIN MANUFACTURER OR STRUCTURAL DRAWINGS, WHICHEVER IS GREATER TRENCH DRAIN SECTION A SCALE: 1" = 1' -0" M401 ROUTE PIPING ABOVE DROP CEILING OR WITHIN WALL 2" VTR - OFFSET AT ROOF J I � L TO AVOID STANDING SEAM 2" -- 1 1 -1/2" 3"FCO 6" TO SANITARY SEWER WARMING ROOM 602 WASTE & VENT RISER NO SCALE MV -R1 THERMOSTATIC MIXING VALVE SET AT 115'F EXPANSION -- TANK DET -R1 MV -R2 ANSI APPROVED MIXING VALVE SET AT 80'F 1/2" 3/4" 1 /2" WH -R1 SET AT 1 0'F EW -1 1/2" 3/4" RELIEF TO EXTERIOR ROUTE PIPING ABOVE DROP CEILING OR T 1 -1 /4" BUILDING WATER SUPPLY TRAP PRIMER TRAP PRIMER LINE TO FD -1 3 4" HB P-3 R10 ` RIGID INSULATION ‘-'\ UNDER WATER HEATER W/ 3/4" FIRE TREATED PLYWOOD TOP AND SIDES. WARMING ROOM 602 PIPING DIAGRAM NO SCALE 1PG REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 p 2012 City of Tukwila BUILDING DIVISION CITY OF TU.IK1/1 DEC 18 2012 PERMIT CENTER 1- 800 - 424 -55 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 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 Count 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 RECYCLING BUILDING HVAC & PLUMBING PLANS AND PIPING DIAGRAM PROJECT NUMBER: C00405C09 SHT. OF: 532 619 DRAWING NUMBER: M401