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Home My WebLink AboutPermit PG09-096 - BOW LAKE - SCALE HOUSEBOW LAKE SCALE HOUSE 18800 ORILLIA RD S EXPIRED 09 -12 -11 PGO9-096 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Value of Plumbing /Gas Piping: Fees Collected: doc: UPC -7/07 City ulkukwila 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.ci.tukwila.wa.us 3523049037 18800 ORILLIA RD S TUKW BOW LAKE - SCALE HOUSE 18800 ORILLIA RD S , TUKWILA WA KING COUNTY 500 K C ADMIN BLDG , SEATTLE WA Contact Person: Name: 3OM CREEGAN Address: 201 S JACKSON ST, STE 701 , SEATTLE WA Contractor: Name: LYDIG CONSTRUCTION INC Address: PO BOX 11035 , SPOKANE Contractor License No: LYDIGC *264JC $5,696.00 $302.50 Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor 0 Dishwasher, domestic, with independent drain 0 Drinking fountain or water cooler (per head) 0 Food -waste grinder, commercial 0 Floor drain 2 Shower, single head trap 0 Lavatory 1 Wash fountain Receptor, indirect waste 0 Sinks 1 Urinals 0 Water Closet 1 PLUMBING /GAS PIPING PERMIT DESCRIPTION OF WORK: PLUMBING FOR NEW 758 SF, ONE -STORY BUILDING. PROJECT ON HIGHLINE WATER. FIXTURE TYPE AND QUANTITY 0 * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 263 -6476 Phone: 509 534 -0451 Expiration Date: 09/11/2011 PG09 -096 09/17/2010 03/16/2011 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 Plumbing (cont.) Building sewer and each trailer park sewer 1 Rain water system - per drain (inside bldg) 0 Water heater and /or vent 1 Industrial waste treatment interceptor, including its trap and vent, except for kitchen type grease interceptors 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 Medical gas piping (6 +) inlets /outlets 0 Gas Piping Gas piping outlets (0 -5) 0 Gas piping outlets (6 +) 0 PG09 -096 Printed: 09 -17 -2010 Permit Center Authorized Signature: 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 a thorized to sign and obtain this plumbing /gas piping permit. Signature: Date: QM/ 1 414k licks Print Name: doc: UPC -7/07 City Aukwila 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.ci.tukwila.wa.us Permit Number: PG09 -096 Issue Date: 09/17/2010 Permit Expires On: 03/16/2011 Date: 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. PG09 -096 Printed: 09 -17 -2010 Parcel No.: 3523049037 Address: Suite No: Tenant: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www. ci tukwi la. wa. us 18800 ORILLIA RD S TUKW BOW LAKE - SCALE HOUSE 1: ** *PLUMBING AND GAS PIPING * ** PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: PG09 -096 ISSUED 08/13/2009 09/17/2010 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. PG09 -096 Printed: 09 -17 -2010 The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www:ci.tukwila.wa.Us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of :law and this work will be complied with, whether specified herein or not. doc: Cond -10/06 PG09 -096 � %.-7 i J C� Date: ! / ordinances governing or local laws regulating Printed: 09 -17 -2010 Site Address: 18800 Orillia Road South, Tukwila, WA Tenant Name: Name: Tom Creegan CITY OF TUKWILA Community Development Department Permit Center 6300 SouthcenterBlvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Property Owners Name: King County Department of Resources and Parks - Solid Waste Division Mailing Address: 201 South Jackson St, Suite 701 E -Mail Address: tom.creegan @kingcounty.gov Company Name: KPG, Inc. Mailing Address: 753 9th Avenue North Contact Person: Charlie Conway E -Mail Address: charlie @kpg.com Company Name: R. W. Beck Contact Person: Karl Hufnagel Mailing Address: 1001 4th Avenue, Suite 2500 E -Mail Address: khufnagel @rwbeck.com PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** Bow Lake Recycling and Transfer Station HAApplicatiomtFornsApplications On Line12009 Application. tl -2009 - Plumbing -Cm Piping Permit Applioliondoc Revised 1 -2009 bb King Co Assessor's Tax No.: 3523049037/3523049124 Suite Number: Floor: New Tenant: ❑ Yes pi „No Seattle City Seattle WI) WA 98104 State Day Telephone: (206) 263 6476 Mailing Address: 201 South Jackson St, Suite 701 Seattle WA 98104 City State Fax Number: (206) 263 -3001 Company Name: TBD Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number. Contractor Registration Number: Expiration Date: State WA 98109 City state Day Telephone: (206) 286 -1640 Fax Number: (206) 286 -1639 Seattle City State Day Telephone: (206) 695 -4509 Fax Number: (206) 6954701 Zip Zip Zip WA 98154 Zip Zip Page I of 2 1 Date Application Accepted: 0.7A 6 1 , 0,1 Date Application Expires: a l t5 / , L (2 Staff Initials: )11-9 I !+Iiiiitnri Bathtub or combination bath/shower 0 4iiiiiiiii.Thiei Bidet 14 . o 'Tlitiiiii ::',QtP ° Clothes washer, domestic 0 Dental unit, cuspidor Dishwasher, domestic, with independent drain 0 Drinking fountain or water cooler (per head) 0 Food-waste grinder, commercial 0 Floor Drain 2 Shower, single head trap 0 Lavatory 1 Wash fountain 0 Receptor, indirect waste 0 Sinks 1 Urinals 0 Water Closet 1 Building sewer and each trailer park sewer . 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 Backf low 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 sprinkler backflow protections over 5 0 Gas piping outlets 0 • 0 Valuation of Project (contractor's bid price): $ , ci Scope of Work (please provide detailed information): Scalehouse Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Highline Water District Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHOtIZED AGENT: Signature: 71 \ Date: 1 15 9 Print Name: (-11DIAA Zrz q (i &O1 ki Day Telephoner Mailing Address: L 0 ik) Ite 4-01 City H:■Appticalionfform3-Applications On Line Applications11-2009 • Plumbing-Gas Pipin Pant Applicatimdoc Revised 1-2009 011 Sewer: — 2-63 6 1 (0 L Page 2 of 2 RECEIPT NO: R10 -01829 Initials: JEM Payee: KING COUNTY SET TRANSACTIONS: Set Member Amount D09 -161 120.00 D09 -162 60.00 D09 -164 120.00 D09 -165 60.00 D09 -166 30.00 D09 -167 30.00 EL09 -0497 60.00 EL09 -0498 60.00 EL09 -0499 60.00 EL09 -0500 60.00 M09 -103 60.00 M09 -104 60.00 M09 -105 60.00 PG09 -095 120.00 PG09 -096 120.00 PG09 -097 60.00 TOTAL: 120.00 ACCOUNT ITEM LIST: Description ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLAN CHECK - NONRES CiOof Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www. ci. tukwila. wa. us SET RECEIPT Payment Date: 09/14/2010 User ID: 1165 Total Payment: 1,140.00 SET ID: 0129 SET NAME: BOWLAKE TRANSACTION LIST: Type Method Description Amount Payment Check 620755 1,140.00 TOTAL: 1,140.00 Account Code Current Pmts 000.322.101.00.0 000.322.102.00.0 000.345.830 240.00 180.00 420.00 TIT rngO TAT' TTnTTOTPO n ') nn 1n, nn n Inn nn F;*t ET RECEIVED RECEIPT NO: R10 -01094 Initials: WER Payee: KING COUNTY Cie of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us SET RECEIPT Copy Reprinted on 06 -18 -2010 at 10:30:57 06/18/2010 Payment Date: 06/18/2010 User ID: 1165 Total Payment: 171,895.27 SET ID: 0129 SET NAME: BOWLAKE SET TRANSACTIONS: Set Member Amount D09 -161 131,864.05 D09 -162 7,348.86 D09 -164 1,623.54 D09 -165 1,014.30 D09 -166 2,586.80 D09 -167 8,177.95 EL09 -0497 9,794.88 EL09 -0498 738.40 EL09 -0499 279.20 EL09 -0500 1,904.00 M09 -103 5,017.90 M09 -104 175.39 M09 -105 164.00 PG09 -095 953.00 PG09 -096 146.00 PG09 -097 107.00 TOTAL: 7,348.86 TRANSACTION LIST: Type Method Description Amount Payment Check 564651 171,895.27 TOTAL: 171,895.27 ACCOUNT ITEM LIST: Description BUILDING - NONRES ELECTRICAL PERMIT - NONR FIRE IMPACT FEES Account Code Current Pmts 000.322.100 51,262.46 000.322.101.00.0 12,716.48 90830402.5000.53 12,872.72 PAYMENT RECEIVE[? PLUMBING - NONRES PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TREE MITIGATION Ci1*of Tukwila. � Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: hitp: //www. ci. tukw a. wa. us 000.322.103.00.0 1,206.00 000.345.830 336.00 000.342.400 48,641.00 640.237.114 27.00 000.345.811.00.0 12,920.00 TOTAL: 171, 895.27 Parcel No.: 3523049037 Address: 18800 ORILLIA RD S TUKW Suite No: Applicant: BOW LAKE - SCALE HOUSE Receipt No.: R09 -01270 Payee: KING COUNTY TRANSACTION LIST: Type Method Descriptio Amount ACCOUNT ITEM LIST: Description City of Tukwila PLAN CHECK - NONRES Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payment Check 362754 36.50 Authorization No. RECEIPT Account Code Current Pmts 000/345.830 36.50 Total: $36.50 Permit Number: PG09 -096 Status: PENDING Applied Date: 08/13/2009 Issue Date: Payment Amount: $36.50 Initials: JEM Payment Date: 08/13/2009 03:13 PM User ID: 1165 Balance: $146.00 PAYMENT RECEIVED doc: Receiot -06 Printed: 08 -13 -2009 Jennifer Marshall From: Bob Benedicto Sent: Tuesday, September 27, 2011 10:08 AM To: Jennifer Marshall Subject: Bow Lake Transfer Station permits Due to a change in circumstances, Please un- expire the following permits and extend for 180 days. D09 -164 Scale house D09 -166 Art Work support D09 -167 Demo of existing transfer station The following permits remain expired And will need new applications: PG09 -096 Scale house M09 -104 Scale house M09 -105 Recycling shed. 1 September 19, 2011 Tom Creegan King County 201 S Jackson Street, Ste 701 Seattle, WA 98104 RE: Bow Lake Transfer Station —18800 Orillia Rd S Dear Mr. Creegan, I regret to inform you that due to the lack of response regarding the permit expiration notice letters mailed on August 1, 2011 the following permits have expired: D09 -164 — Scale House D09 -166 — Artwork D09 -167 — Demolition As stated on the notice letter if a permit expires and the applicant wishes to proceed with the work a new permit application, plans, specifications, and associated fees must be submitted. Per City of Tukwila Ordinance 2295 if the permit is reapplied for within a year of the expiration date (which was September 12, 2011 for each of these) the fee shall be one -half the amount required for a new permit, excluding the plan review fee. Renewals after one year of expiration will require full plan review as well as full permit fees. If the work previously permitted under these permits is still going to be pursued, you must submit an application form as well as two sets of clean (meaning no stamps or redlines) plans for each permit. After a cursory review by the Building Department to verify no changes have been made to the plans which would require a full plan review, you will be notified that the permits are ready to go as well as the balance that will need to be paid prior to issuance. If you have any questions, you can contact me at the Permit Center at (206) 431 -3670. City of Tukwila Department of Community Development Jack Pace, Director W:\Permit Center\Extension Letters\Bow Lake Expired Permits.doc M09 -104 — Scale House M09 -105 — Recycling Building PG09 -096 — Scale House Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 08 -01 -2011 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. PG09 -096 18800 ORILLIA RD S TUKW Dear Permit Holder: City of Tukwila Department of Community Development Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/12/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 clays. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 09/12/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. PG09 -096 Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ( March 11, 2011 Tom Creegan King County Solid Waste Division 201 S Jackson Street, Ste 701 Seattle, WA 98104 -3855 RE: Request for Extensions Bow Lake Transfer Station —18800 Orillia Rd S Dear Mr. Creegan, This letter is in response to your written request for an extension to the following nine Permit Numbers: D09 -162, D09 -164, D09 -166, D09 -167, M09 -103, M09 -104, M09 -105, PG09 -095, and PG09 -096. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permits an additional 180 days from the date of expiration, through September 12, 2011. It is understood that this project will be continuing through 2013, but due to the International Building Code the maximum extension that can be granted is 180 days. Each inspection conducted will automatically extend the permit. If inspections are not conducted and the expiration date is nearing, you will receive again reminder letters in the mail. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Je i -r M. shall Pe it' ec ician • City of Tukwila Department of Community Development Jack Pace, Director File: D09 -162, D09 -164, D09 -166, D09 -167, M09 -103, M09 -105, PG09 -095 and PG09 -096 W:Permit Center\Extension Letters\Permits\2009\Bow Lake Permit Extension.doc Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 King County Solid Waste Division Department of Natural Resources and Parks King Street Center 201 South Jackson Street, Suite 701 Seattle, WA 98104 -3855 206- 296 -6542 Fax 206 - 296 -0197 TTY Relay: 711 March 3, 2011 Bill Rambo City of Tukwila Dept. of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Dear Mr. Rambo: The purpose of this letter is to request extensions for permits for the Bow Lake Recycling and Transfer Station project. The King County Solid Waste Division recently received written notices that the following permits will expire on March 16, 2011: Permit No. D09 -162 Permit No. D09 -166 Permit No. PG09 -095 Permit No. M09 -103 Permit No. M09 -105 Construction of the project is ongoing and will continue until the end of 2013: none of th C permits are either abandoned or complete. These permits and others (D09 -161 09 -163 D09- 165, PG09 -097, EL09 -0497, EL09 -0498, EL09 -0499, and EL09 -0500) for the Site Facilities construction phase of the project will continue to be needed until that time. King County requests that all of these permits be extended appropriately to reflect the extended construction schedule. • Permit No. D09 -164 Permit No. D09 -167 Permit No. PG09 -096 Permit No. M09 -104 t'� (.,-e_i>/mcia-&q,/e9-tz-t-c- MAR 0" og ti,t(e Bill Rambo March 3, 2011 Page 2 Thank you for your assistance in this matter. Please contact me at 206 - 263 -6476 if you have any questions. Sincerely, Tom Creegan Project Manager • TC:jb Rambo — CoTukwila — Site Facilities Permit Extension Req cc: Victor O. Okereke, Engineering Services Manager, Solid Waste Division (SWD) Neil Fujii, Managing Engineer, Engineering Services Section, SWD 02 -01 -2011 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. PG09 -096 18800 ORILLIA RD S TUKW Dear Permit Holder: City of Tu ila Department of Community Development Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 03/16/2011. Based on the above, you are hereby advised to: Jim Haggerton, Mayor 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and stage your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 03/16/20].1, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. PG09 -096 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • C City of Tu': ila Department of Community Development August 5, 2010 Tom Creegan King County Solid Waste Division 201 S Jackson St, Ste 701 Seattle, WA 98104 -3855 RE: Request for Application Extensions #2 Bow Lake Transfer Station —18800 Orillia Rd S Dear Mr. Creegan, This letter is in response to your written request for an extension to the following Permit Application Numbers: D09 -161 D09 -166 EL09 -0499 M09 -105 D09 -162 D09 -167 EL09 -0500 PG09 -095 D09 -164 EL09 -0497 M09 -103 PG09 -096 D09 -165 EL09 -0498 M09 -104 PG09 -097 The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit applications expiration date an additional 90 days, through November 08, 2010. Please note that D09 -163 has not been extended due to the fact that this permit application was cancelled on May 05, 2010 per your request. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, J ij � Pe it Technician W:\Permit Center\Extension Letters\Applications\2009\Bow Lake Application Extension #2.doc Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 King County Solid Waste Division Department of Natural Resources and Parks King Street Center 201 South Jackson Street, Suite 701 Seattle, WA 98104 -3855 206- 296 -6542 Fax 206 - 296 -0197 TTY Relay: 711 July 27, 2010 Bill Rambo Department of Community Development City of Tukwila 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Dear Mr. Rambo: Permit Application No. D09 -161 •Permit 041.(3e4 Permit Application No. D09 -165 Permit Application No. D09 -167 Permit Application No. EL09 -0498 Permit Application No. EL09 -0500 Permit Application No. PG09 -096 Permit Application No. M09 -103 Permit Application No. M09 -105 Tom Creegan Project Manager TC:er Rambo — Permit Application Renewals — Final 072710 ift At ,t‘ei aff e44'7_,Pivii(4/r C 1 -1/ -1 , 664- ‘ 1,1,5 1 2o�a The purpose of this letter is to request extensions for permit applications for the Bow Lake Recycling and Transfer Station — Site Facilities project. The King County Solid Waste Division is nearing completion of the process of procuring a contractor for this work. The permit applications are as follows: Permit Application No. D09 -162 Permit Application No. D09 -164 Permit Application No. D09 -166 Permit Application No. EL09 -0497 Permit Application No. EL09 -0499 Permit Application No. PG09 -095 Permit Application No. PG09 -097 Permit Application No. M09 -104 :I U. � r• 2r, i jr Thank you for your assistance in this matter. If you have any questions, please contact me at 206 - 263 -6476. Sincerely, r tA. C 0_q- -I 0 RECEIVED e,4 l> .11[v,ebL JUL 28 2010 PERMIT CENTER cc: Victor 0. Okereke, Engineering Services Manager, Solid Waste Division (SWD) Neil Fujii, Managing Engineer, SWD June 14, 2010 Jennifer Marshall City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Subject: Full -Size Drawings Submittal for City of Tukwila Permits Dear Ms. Marshall: Attached is a matrix listing the full size drawing submittals for the City of Tukwila Permits. 001640 111- 00839 - 20001 /5500 Marshall Transmittal 6- 14- 2010.docx PG0 An SAIC Company fiE'rp rmr O niKWILA JUN 14 2010 PERMIT CENTER 0% AV,ENUE7 SUITE= 2500..; SE'AT;TLE Date Permit No. Description jt opies 2 6/14/2010 D09 -161 1 full -size, wet - signed original, 1 copy of original 2 6/14/2010 D09 -162 1 full -size, wet - signed original, 1 copy of original 6/14/2010 D09 -164 1 full -size, wet - signed original, 1 copy of original J 2 6/14/2010 D09 -165 1 full -size, wet - signed original, 1 copy of original J 2 6/14/2010 D09 -166 1 full -size, wet - signed original, 1 copy of original V 2 6/14/2010 D09 -167 1 full -size, wet - signed original, 1 copy of original ✓ 2 6/14/2010 EL09 -0497 1 full -size, wet - signed original, 1 copy of original 1 / 2 6/14/2010 EL09 -0498 1 full -size, wet - signed original, 1 copy of original J 2 6/14/2010 EL09 -0499 1 full -size, wet - signed original, 1 copy of original 2 6/14/2010 EL09 -0500 1 full -size, wet - signed original, 1 copy of original 2 6/14/2010 PG09 -095 1 full -size, wet - signed original, 1 copy of original 2 6/14/2010 PG09 -096 1 full -size, wet - signed original, 1 copy of original 1/ 2 6/14/2010 PG09 -097 1 full -size, wet - signed original, 1 copy of original J 2 6/14/2010 M09 -103 1 full -size, wet - signed original, 1 copy of original ✓ 2 6/14/2010 M09 -104 1 full -size, wet - signed original, 1 copy of original ✓ 2 6/14/2010 M09 -105 1 full -size, wet - signed original, 1 copy of original June 14, 2010 Jennifer Marshall City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Subject: Full -Size Drawings Submittal for City of Tukwila Permits Dear Ms. Marshall: Attached is a matrix listing the full size drawing submittals for the City of Tukwila Permits. 001640 111- 00839 - 20001 /5500 Marshall Transmittal 6- 14- 2010.docx PG0 An SAIC Company fiE'rp rmr O niKWILA JUN 14 2010 PERMIT CENTER 0% AV,ENUE7 SUITE= 2500..; SE'AT;TLE Ms. Jennifer Marshall June 14, 2010 Page 2 It has been a pleasure working with you. If you have any questions please feel free to call me at (206) 695 -4626 or email me at males @rwbeck.com Sincerely, Margaret Ales Permit Coordinator MA/jId cc line T. Creegan, King County K. Hufnagel, R. W. Beck I. Sutton, R. W. Beck 001640 11- 00839 - 20001/5500 Marshall Transmittal 6- 14- 2010.docx b F February 3, 2010 Tom Creegan King County Solid Waste 201 South Jackson St Suite 701 Seattle, WA 98104 Dear Mr. Creegan, Sincerely, ifer Marshall it Technician Enclosures File: D09 -161, 162, 164, 165 M09 -103 & M09 -104 PG09 -095, 096, & 097 ity ,, Tyr W:\Permit Center \Incomplete Letters\2009\D09 -161 Inc Ltr #1 to Corr Ltr # 1.DOC Department of Community Development RE: Letter of Incomplete Application # 1 to Response to Correction Letter #1 Permit Numbers: D09 -161, 162, 164, 165; M09 -103 & M09 -104; PG09 -095, 096, & 097 Bow Lake —18800 Orillia Rd S If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you that your responses to Correction Letter #1 received at the City of Tukwila Permit Center on January 28, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department needs to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Determination of Completeness Memo Date: February 2, 2010 Project Name: Bow Lake Permit #: D09 -161, 162, 164, and 165 M09 -103 and M09 -104 PG09 -095, 096, and 097 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building i Dave Larson, Senior Ian Examiner I The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be on ig nal ned wet stamped, not copied.) 1. In reference to your response to item number 15 of the last Building Division Review Memo dated 9- 28-09, it is necessary to submit the full size sets of the plans at this point in the review process. You must submit four (4) full size sets for building permits and two (2) full size sets for mechanical, plumbing/gas piping, and electrical permits. From this point on, any changes needed to correct or alter the plans will be accomplished by resubmitting only the pages /sheets that are altered. You will not need to resubmit the entire set. If you were to submit one full size set after all reviews are complete, we would have to send that set to each of the four departments and each department would have to compare that set with an approved set and it will be a very time consuming process that would substantially delay completion of this permit process. This was discussed and agreed to at our last meeting. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. Building Division 001640 111- 00839 -20000 I Response_PG09- 096.doc ` +AVENUE;'- SUITE'2500 SEATTLE;-WA 98154 100 } 4 } ,, ( P) 206.695.4700 (F) 206 6'9- To: Tom Creegan From: Ian Sutton and Margaret Ales Subject: Bow Lake Recycling and Transfer Station Project Plumbing & Gas Piping Permit Application Number PG09 -096 (Scale House) Response to City of Tukwila Correction Letter #1 Date: January 28 2010 An SAIC Company This memorandum is supplemental to the Revision Submittal for the Plumbing and Gas Permit Application PG09 -096 (Transfer /TSO Building) Correction Letter #1 for the City of Tukwila (City). Comments are listed below, followed by a summarized response. In instances where a response required a design change, the revised design documentation has been included as an attachment for City review. Design revisions made to address City comments have been clouded and noted as Revision B. In addition, any design changes initiated by the design team unrelated to City comments, and subsequent to the original application submittal, that relate to code compliance or life- safety have also been clouded and noted as Revision C. BD - Comment: Please provide an isometric line drawing for the drain waste and vent system similar to the line drawing provided for the water supply. The floor and foundation plans noted as A and B on sheet M301 appear to be incomplete with partial supply and drainage systems shown. Please complete these drawings. Response: Isometric drawing for the drain, waste and vent system has been added to drawing M301 as 2/M301. The floor and foundation plans (A & B on drawing M301) have been revised to complete all plumbing. Revised drawing M301 is included in Attachment A, Revised Drawings. BD -2 Comment: An expansion tank is needed for the hot water tank shown in the domestic water riser diagram on page M301. Please add to this diagram. Response: Expansion tank DET -S1 has been added to the Domestic Water Riser Diagram 1/M301 and added to the Expansion Tank Schedule on drawing M016. Revised drawings are included in Attachment A, Revised Drawings. 4701' is MEMORANDUM January 28, 2010 Page 2 BD -3 Comment: An end of line cleanout is required near the end of the 4 inch main drainage line and at sink P -4A. These should be shown in the isometric line drawing noted in item 1 above. Response: End of line cleanout has been added to the Plumbing System Foundation Plan B /M301 and on the isometric line drawing 3/M301 included in Attachment A, Revised Drawings. Public Works Department PW —1 Comment: Submit a plan showing utility lines entering and exiting the Scale House as reference. Response: Utilities servicing the Scale House are shown in plan on C082, C099, and C112. These sheets relate to the site utility plans and are included under Building Permit application D09 -161. PW -2 Comment: On Drawing M018 all Details 1 through 8 refer to M017, however drawing M017 was not part of your submittal. Response: Details on drawing M018 have been revised to correctly reference applicable drawings including 7/M018. Drawing M017 references required NREC compliance requirements and is included in the permit drawings for the Scale House. Drawings are included in Attachment A, Revised Drawings. PW -3 Comment: Please provide explanation: What is the Chemical Pot Feeder shown on Detail 5/M017 on drawing number M018, what purpose does it serve? Submit its cut sheet or spec. Response: The Chemical Pot Feeder detail has been deleted from drawing M018. The Scale House does not include a chemical pot feeder. Revised drawing M018 is included in Attachment A, Revised Drawings. PW -4 Comment: Detail 6/M017 on sheet M018 refers to CW Make -Up from Reduced Pressure Backflow Preventer. Please indicate location of this backflow, is it inside or outside the Scale House building and revise the callout. 001640 111- 00839 -20000 I Response_PG09- 096.doc MEMORANDUM January 28, 2010 Page 3 Response: The Scale House does not require a reduced pressure backflow preventer. Detail 6/M017 on drawing M018 has been deleted and replaced. Revised drawing M018 is included in Attachment A, Revised Drawings. PW - 5 Comment: If the subject backflow is located inside the scale building please specify it's size, make, model number and submit backflow cut sheet. Response: The Scale House does not require a backflow preventer. List of Attachments Attachment A - Revised Drawings 001640 111- 00839 -20000 I Response_PG09- 096.doc ATTACHMENT A Revised Drawings Included under separate cover. 66U 1 [K An SAIC Company List of Revised Drawings New Sheet for Final Revised Dwgs revised/final Submittal Submittal New Sheet REV B a 2 E 0> aid c d s E c2 = a. a y a REV C a C ry t j 12 Plumbing and Gas Piping Permit - Scale House 12 Plumbing and Gas Piping Permit - Scale House 1. G011 - COVER SHEET, VICINITY AND LOCATION MAPS _ 1 _ 2. G012 - DRAWING INDEX 1 1 1 3. G013 - DRAWING INDEX 1 1 1 4. G014 - LEGEND 1 5. G015 - ABBREVIATIONS 1 6. G016 - GENERAL NOTES AND PROJECT AREA BOUNDARY 1 7. G017 - EXISTING CONDITIONS AND SURVEY CONTROL 1 8. G018 - GENERAL ARRANGEMENT SITE PLAN 1 1 1 72. C082 - SITE WATER SYSTEM PLAN 1 1 1 89. C099 - SITE WASTEWATER SYSTEM PLAN 1 1 1 1 287. S309 - SCALE FACILITY UNDERSCALE SLAB PLAN 1 1 1 1 323. A016 - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE 1 1 1 325. A017A - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE 1 1 1 1 1 1 454. M011 - MECHANICAL LEGENDS 1 1 1 1 455. M012 - MECHANICAL SCHEDULES - SHEET 1 1 1 1 1 456. M013 - MECHANICAL SCHEDULES - SHEET 2 1 1 1 459. M016 - MECHANICAL SCHEDULES - SHEET 5 1 1 1 1 460. M017 - NREC COMPLIANCE AND MECHANICAL ABBREVIATIONS 1 1 1 461. M018 - MECHANICAL DETAILS I 1 1 1 1 529. M301 - SCALE FACILITY PLUMBING PLANS 1 1 1 1 Permit Application Number PG09 -096 Page 1 of 1 07 -01 -2010 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 City of Tukwila RE: Permit Application No. PG09 -096 18800 ORILLIA RD S TUKW Dear Permit Applicant: Sincerely, Department of Community Development Thank you for your cooperation in this matter. Bill Rambo Permit Technician File: Permit File No. PG09 -096 Jim Haggerton, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 08/13/2009, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 08/09/2010. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 January 29, 2010 Tom Creegan King County Solid Waste Division 201 S Jackson St, Ste 701 Seattle, WA 98104 -3855 RE: Request for Application Extensions Bow Lake Transfer Station —18800 Orillia Rd S Dear Mr. Creegan, This letter is in response to your written request for an extension to Permit Application Numbers D09 -161 through D09 -167, EL09 -0497 through EL09 -0500, M09 -103 through M09-105, and PG09 -095 through PG09 -097. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit applications expiration date an additional 180 days, through August 9, 2010. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, 04 fer Marshall it Technician Department of Community Development Jack Pace, Director File: App No. D09 -161, 162 ,163, 164, 165, 166, 167 App No. EL09 -0497, 0498, 0499, 0500 App No. M09 -103, 104, 105 App No. PG09 -095, 096, 097 W:\Permit Center\Extension Letters \Applications\2009\Bow Lake Application Extension.doc 1 1 �� <� Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 © Fax: 206 - 431 -3665 King County Solid Waste Division Department of Natural Resources and Parks King Street Center 201 South Jackson Street, Suite 701 Seattle, WA 98104 -3855 206- 296 -6542 Fax 206= 296 -0197 TTY Relay: 711 January 28, 2010 Mr. Bill Rambo City of Tukwila Dept. of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Dear Mr. Rambo: This letter is to request extensions for permit applications for the Bow Lake Recycling and Transfer Station — Site Facilities project. King County Solid Waste Division is in the process of procuring a contractor for this work. The permit applications are as follows: Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. D09 -161 D09 -163 D09 -165 D09 -167 EL09 -0498 EL09 -0500 PG09 -096 M09 -103 M09 -105 Thank you for your assistance in this matter. Sincerely, CAA C Tom Creegan Project Manager a144 Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. D09 -162 D09-164 D09 -166 EL09 -0497 E 09 -0499 P009 -095 PG09 -097 M09 -104 o<<< .ek,p‘irt. Ot ! ciat' RECEIVE JAN 28 2010 PERMIT CENTEi t- fB-2eld 01 -04 -2010 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit Application No. PG09 -096 18800 ORILLIA RD S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 08/13/2009, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 02/09/2010. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied. your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. PG09 -096 • 1 City of Tu ila Jim Haggerton, Mayor mow: o Department of Community S evelopment Jack Pace, Director i8 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 c 0 1,, QtyofTuAt'ila 0 Department of Community Development September 4, 2009 Tom Creegan King County 201 Jackson St, Ste 701 Seattle, WA 98104 RE: CORRECTION LETTER #1 Plumbing /Gas Piping Permit Application Number PG09 -096 Bow Lake: Scale House —18800 Orillia Rd S Dear Mr. Creegan, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, ifer Marshall it Technician en File: PG09 -096 W:\Permit Center \Correction Letters\2009\PG09 -096 Correction Letter #1.DOC wer Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 f Building Division Review Memo Date: September 1, 2009 Project Name: Bow Lake Scale House Permit #: PG09 -096 Plan Review: Dave Larson, Senior Plans Examiner 1 Tukwila Building pivision Dave Larson, Senior Plan' Examiner 1 The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide an isometric line drawing for the drain waste and vent system similar to the line drawing provided for the water supply. The floor and foundation plans noted as A and B on sheet M301 appear to be incomplete with partial supply and drainage systems shown. Please complete these drawings. 2. An expansion tank is needed for the hot water tank shown in the domestic water riser diagram on page M301. Please add to this diagram. 3. An end of line cleanout is required near the end of the 4 inch main drainage line and at sink P -4A. These should be shown in the isometric line drawing noted in item 1 above. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 1 P: joanna/comments 1 PG9 -096 PUBLIC WORKS DEPARTMENT COMMENTS DATE: September 2, 2009 PROJECT: Bow Lake - Scale House PERMIT NO: PG09 -096 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Submit a plan showing utility lines entering and exiting the Scale House as reference. 2) On Drawing M018 all Details 1 through 8 refer to M017, however drawing M017 was not part of your submittal. 3) Please provide explanation: What is the Chemical Pot Feeder shown on Detail 5/M017 on drawing number M018, what purpose does it serve? Submit its cut sheet or spec. 4) Detail 6/M017 on sheet M018 refers to CW Make -Up from Reduced Pressure Backflow Preventer. Please indicate location of this backflow, is it inside or outside the Scale House building and revise the callout. 5) If the subject backflow is located inside the scale building please specify it's size, make, model number and submit backflow cut sheet. ACTIVITY NUMBER: PG09 -096 DATE: 06/14/10 PROJECT NAME: BOW LAKE - SCALE HOUSE SITE ADDRESS: 18800 ORILLIA RD S FINAL CHECK - FULL -SIZED PLANS DEPARTMENTS: 41`(0 Building Division ICI Public W r s DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 7t Incomplete n Not Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: TUES /THURS ROUTING: Building Please Route REVIE S INITIALS: DATE: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 f3ERMIT I Rn COPY 41 PLAN REVIEW /ROUTING SLIP Bldg ❑ Fire Prevention Structural Structural Review Required 1 No further Review Required n Approved Approved with Conditions I Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: n ❑ Permit Coordinator ❑ DUE DATE: ER OF COMPLETENESS MAILED: Ping ❑ PW ❑ Staff Initials: DATE: Planning Division Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n N/ icable n DUE DATE: ASAP ACTIVITY NUMBER: PG09 - 096 DATE: 02/19/10 PROJECT NAME: BOW LAKE - SCALE HOUSE SITE ADDRESS: 18800 ORI LLIA RD S Original Plan Submittal X Response to Incomplete Letter # 1 X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Ii( , �t . Building �Diivision Pu IWorks <1, Complete j:Ki Comments: PERMIT C COPY PLAN REVIEW/ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Planning Division Permit Coordinator DUE DATE: 02/23/10 Incomplete ❑ Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Building Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/23/10 Structural Review Required n No further Review Required n Approved U Approved with Conditions Not Approved (attach comments) U Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 ER ITC'. t .! COPY� PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG09 -096 DATE: 01 -28 -10 PROJECT NAME: BOW LAKE - SCALE HOUSE SITE ADDRESS: 18800 ORILLIA RD S DEP RTMENTS: ui d4 g o �� Public Works Complete. Comments: Original Plan Submittal X Response to Correction Letter # 1 Documents/routing slip.doc 2 -28 -02 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Permit Center Use Only INCOMPLETE LETTER MAILED: / 0 LETTER OF COMPLETENESS MAILED: • Departments determined incomplete: Bldg 1:1 Fire ❑ Ping ❑ PW ❑ Staff Initials: ,/lT� TUES /THURS ROUTING: Building APPROVALS OR CORRECTIONS: Fire Prevention Structural Response to Incomplete Letter # Revision # after Permit Issued Planning Division Permit Coordinator DUE DATE: 02-02-10 Incomplete Not Applicable Please Rou` ` Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 03-02-10 Approved n Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: PG09 - 096 DATE: 08 -13 -09 PROJECT NAME: BOW LAKE — SCALE HOUSE SITE ADDRESS: 18800 ORI LLIA RD S X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: u6lic Comments: Documents/routing slip.doc 2 -28 -02 � Islon APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: • PE 1 PLAN REVIEW/ROUTING SLIP I ' ' o2-o Approved with Conditions Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ri Response to Incomplete Letter # Revision # After Permit Issued Planning Division n Permit Coordinator DUE DATE: 08-18-09 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 09-1 -09 Not Approved (attach comments) DATE: Bldg Fire ❑ Ping ❑ PW' Staff Initials: City of Tukwila 1 Revision submittals must be submitted in person at the Permit Center. evisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: PG09 -096 • Response to Incomplete Letter # 1 ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Bow Lake - Scale House Project Address: 1 8800 Orillia Rd S Contact Person: Tom Creegan Phone Number: 206 263 -6476 Summary of Revision: Previously submitted reduced sized plans to be accepted by City of Tukwila. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: JMarshall • Entered in Permits Plus on 02/19/2010 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • : REVISION ;S TTAL CITYp��,q FEB 19 2010 PER&IIT CEM'!'ER Entered in Permits Plus on • • City of Tukwila 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1/28/2010 Plan Check/Permit Number: PG09 -096 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Bow Lake — Scale House Project Address: 18800 Orillia Rd S Contact Person: Tom Creegan Phone Number: (206) 263 - 6476 Summary of Revision: See attached letter and referenced documents. Sheet Number(s): See attached letter and referenced documents. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa. us REVISION SUBMITTAL 1 CT' OP Tu RwILA IAN 2 8 2010 PERMIT CENTER License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LYDIGML901JL LYDIG + MCKINSTRY LLC Construction Contractor General Unused 4/13/2010 4/13/2012 Active LYDIGGP903CS LYDIG GRANT PLATEAU A JT VENT Construction Contractor General Unused 2/10/2010 2/10/2012 Active LYDIGJV912QL LYDIG MCKINSTRY,A JOINT VNTURE Construction Contractor General Unused 11/13/2009 11/13 /2011 Active LCIBUBT934RP LCI BUILDERS TWO LLC Construction Contractor General Unused 12/17/2007 12/17 /2011 Active LYDIGJV937RP LYDIG /GRANT, A JOINT VENTURE Construction Contractor General Unused 12/17/2007 '12/17/2011 Active LCIBUB0936QE LCI BUILDERS ONE LLC Construction Contractor General Unused 11/5/2007 11/5/2011 Active OPUSNCL980P9 OPUS NW CONTRACTORS LLC Construction Contractor General Unused 10/29/2002 10/29 /2010 Active OPUSLJV911JB OPUS /LYDIG A JOINT VENTURE Construction Contractor General Unused 4/2/2009 4/2/2011 Out Of Business HUNTLIJ927KA HUNT /LYDIG II, A JOINT VENTURE Construction Contractor General Unused 5/1/2008 5/1/2010 Out Of Business HUNTLJV940JC HUNT /LYDIG A JOINT VENTURE Construction Contractor General Unused 4/3/2006 4/3/2010 Out Of Business Name Role Effective Date Expiration Date BRAY, MARK D 01/01/1980 12/17/2007 SWARTZ, LARRY J 01/01/1980 12/17/2007 Contractors or Tradespeople Pr er Friendly Page General /Specialty Contractor A business registered as a construction contractor with LEtl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name LYDIG CONSTRUCTION INC UBI No. 328046357 Phone 5095340451 Status Active Address 11001 E Montgomery Dr License No. LYDIGC*264JC Suite /Apt. License Type Construction Contractor City Spokane Effective Date 4/3/1974 State WA Expiration Date 9/11/2011 Zip 99206 Suspend Date County Spokane Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses Business Owner Information https: // fortress .wa.gov /1ni /bbip /Print.aspx • Page 1 of 2 09/17/2010 Fox Island ` Bainbridge 3 Island 1 I I Vashon J TACOMA EIIiot+ B ay , ..,_ It c ... Tukwila CD v Kirkland - SEATTLE : ,» Mercer - .I�sland Redmond Bellevue Lake Sammamish Auburn cedar Issaquah CEDAR HILLS REGIONAL LANDFILL `l Renton = DISPOSAL LOCATION emN • BOW LAKE RECYCLING AND TRANSFER STATION PROJECT LOCATION Green Black Diamond DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C B A REV BOW LAKE LOCATION MAP 6/10/10 1/8/10 1/8/10 7/31/09 DATE IKS IKS KRH KRH KRH KRH APP'D TRANSFER STATION �.--� Enumclaw 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 IKS IKS CHK'D King County REVISION DESCRIPTION Department of Natural Resources and Parks Solid Waste Division RECYCLING AND SITE FACILITIES CONTRACT CONTRACT # C00405C09 EXISTING BOW LAKE TRANSFER/ RECYCLING STATION VICINITY MAP im Ding County Department of Natural Resources and Parks Solid Waste Division REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. E An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 EX EX SEP 122011 SEP 1 2 2011 ED SEPARATE PERMIT REQUIRED FOR: aryachanical Electrical ❑ numbing Gas Piping City of Tukwila BUILDING DIVISION E.% COPY Permit No. ?G0 ( I% 09 (p PIT) review approval is subject to errors and omissions. t,p=roval of construction documents does not authorize i' :u :€ Nation of any adopted code or ordinance. Receipt f) approved Field Copy and . . nditio is acknowledged: _: lIA 4,r By Date: RA/ City Of Tukwila BUILDING DIVISION KING COUNTY OFFICIALS: KING COUNT( EXECUTIVE DOW CONSTANTINE ED COUNCIL MEMBERS KATHY LAMBERT LARRY PHILLIPS PETE VON REICHBAUER LARRY GOSSETT JANE HAGUE JULIA PATTERSON BOB FERGUSON REAGAN DUNN JAN DRAGO 1)G09- 09 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT COVER SHEET, VICINITY, AND LOCATION MAPS PGO9-096 SEP REVIEWED FOR CODE COMPLIANCE AIPPIRfVFD JUL 3 U 2010 AJ C of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 1 DRAWING NUMBER: G011 2 2011 619 0 W 0, 0. 0 0 >- w 0 u_ w m 0 00 �t- J J U w 0 J I— LL . 0 U 0 LL 0 •C u O. 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 - ..EXISTING CONDITIONS AND SURVEY CONTROL • • 0018 - GENERAL ARRANGEMENT SITE PLAN AND BUILDING 'CONTROLS • 0019 M USTON ES 2 AN D snf ENTRANCE. 1 RAF 00 . MANAOF.M t..NIT PL.A.N. ; - G020 0:TIT IS 1 (t . 2 TRAFFIC M AN AGE T)ltwr PI...AN 0021 - MftlY0 NE . 2 TRAFFIC MANAGEMENT PLAN G022 ; - E 3. 11:WT C 1'\'l EIVUT PLAN ; G02.3 - H NE TRAFFIC MAN/TT:MEW' PLAN G024 M 34 I FAH- MANAGEMENT FLAN G025 - • 1 1L1 111 3B TRAFFIC MANAGEMENT PLAN G026- !VIM:1:g° N F . 3C TRAFFIC MANAGEMEW PLAN G027 - 30 ;1R1C, M ANA G t-1/Tm PLAN G028 M L.FJO N E 4 EWING 0CA LE F40 LILY REM CrAt MAW EM E NT PLAN G029 - CURL HAUL AND Dmys.N.... IDPLo] 1)1 A 1 \ , 50 --70 SERIES • P /M./ INC CO51 - • 1411I1ONE 2 SITE . PN11 NG CO52 - CNTFTht FINAL. SITE NC PL AN I CO53 FINIAL Sff E PAONG PLAN CO54 F INIAL S E PAVING P LAN CO55 SIT EWING PLAN ; 0056. - FINAL ITE PAVING PLAN ; CO57 F 1N '1 S 1l1 MING P Li\ATN: CO58 FINIAL SITE PAVING PL4N . .0O59 ROAD A PROFEE STA -A5+00 TO : STA 415--1:-.00 c0.60 . - ROAD A PROFILE -- STA ; 15+00 TO STA 32+00 C061 . - ROAD 0 PROFI LE - SI4 0+00 TO STA . 1 +00 C062 FINAL SBF PAYING CURB RETURWTiq31I:5; . C063 [I N1 SIT PAM NG . CURB REI1 1EN TABISS C064 7 PAVEM ENT; AND SURFACE S E.C;ITI 0 N S • fl00 1Al S(JalAN EOUS RAM NG DETAILS C066 - TYPICIPL ROAD • OVEFIAY SECIfl ON S 80 SERIES - UTILITIES (WATER AND WASTEWATER)• C081 - SITE UTIJTY SYSTEMS AN n KEY MAP C082 - SITE WATER SYSTEM PLAN 0 083 - SITE WER . SYSTEM ; PLAN 8 s L J 'T 0085; • SHE WATER SYSTEM P Aldr) p CIVIL 10 (\ ; SENT:3 DFI10 GRAD 140 AND TENNI)! SEDIMENT C 0 NHIF C011 SITE DEPMLItION PLAN AND NOTES • .0012 - SHTI • DE.T./nLVTION PLAN AND N °IFS C013 - F1X. I T SCALE' El* LITY N C015 . L 34 /1.3 / /0,/ D DEMOLITION PT AN 0016 - I 1 <1(1r 2 S ILA P LAN ; C017 - PRE- LOAD AND FAST SLOPE CRON° C018 F PE --LOAD . AND EAST SLOPE GRAD G C019 --- PRE-LOAD AN D -FAST SLOPE GRADING SECTIONS CO20 r 01 - Il...J0MO AND EAST si_...opE GpADIN(3 ECITIO CO21 IS- LOAD AND EAST Sd.....(..)P 1 DING (1.7,0 - TR scuripi...11„„E„..ANF CO22 (;,) E NTAL TTE GRADING CO23 t1 SEFF. GRADING PLAN CO24 EI NAL. SI P CO25 El N J. S I I E TII1P..AD N 11," CO26 FNAL (7,R NIG PL,, 0027 ; S ITT': • IIII1RADI NG F'1. G028 !N AL LAN,A G029 LINAt. SPt GRAFT)ING PLAN 0030 D PRontES 0051 • c."A,ARBS & G PROFftES 0032 FINAL 'SITE' RA DING 1 t Ifl • CO33 I NII).L. 0t '»ADIN CO34 - FINAL SITE GRADING. SECTIONS . CO35 Fi NAL SITE GRAD! NG ECTI 0 NS G036 - . FINAL SITE' GRADING F-)I SC 1-I 1 1 1 I E CO37 - TEMPORARY FE).0(:$1 0 N AND; SEDIMETNT CO NIP.° L. CI E N ERAL CO38 - TEMPORARY E.IISION AND SEDIW CONTROL GENERAL CO39 - INITIAL; LIDA P 0 RARY P00100 AND S HD! MENT C040 -• - 11.:TOPO0ARY EIROSbON AND S EDI M ENIT C041 - P R E- LOAD (1N--P IJV:..j') TEMPORARY EROSIO ,A Ni Y • SEDIMENT • CONTROL, PLAN • • CO - PRE- LOAD -( II:-)11\1;I; TEMPORARY Erf CONTROL PLAN .0043 - F NT Al.. Tat! R WIT; ER OYI.:110N AA D SEDN. ; C 0 IDE P LAN C044 - H NAL. TF-;10(ORARY 0 1 ;AND SE0 IFI',q2N1 COKIKE FJ!...AN C045 - 0 f II,-;- AND SE DI Mt.TFT CONTROL... DETM2S C0/1.6 • TFMPORAPY EtI),(ITON AND SERMEN I CONTMOI.: S niAm rt_r\l r-Olu r\to pHr, JAN.2, C 0 IN I R 0 i FLL ITS I 12.) !NA ENT NnTr DESIGNED IKS DRAWN ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 6/10/10 1/8/10 FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION A REV Cr.D91 (D092 _ nr r-flo• _ C099 „ "11„). --• 0112 •- st1R FAO WA1 ER C111'23 R FA(.."1" E. 0i EP U RI:7\1:1E WA 011 31...1F1 PAC E. WAIF R: 011 ("1 'VAT p 01 17 -- 1 1-1,A TER. ACA E. \NA R 1 \AV.\ TE 21'2, •:72,! P AiAT 012 - SURFACE WAIER 0122. -- 0UNFAC1I W.AT F uo.-TTP Ci 2 LI- ACE 'VW R '.7.1 WATFP ',"" I AR FEE WAT ER 0 'f I W1 1/8/10 7/31/09 DATE _ . k --• 1RFACE WATER E. C‘ ; 17' yr r hiEt l' C.1211 Er.I'LTI SIR I F14(3.„ FEND1$3, AND GUARDRAIL PLANI • C132 - RAN T11 EAT ST RA 0 tg3, F NUN ; AND GUARDRAIL C133 - P,WFAET.NT STE FENCING, AND GUARDRAIL. C134 • - P PAAF N ST R PI NG FF. IN (AN. „ AN D GUARD RA I L. 0 135 - R4\ lEMEW ST R I • IF IN GI IN AN L) GUARDRAIL C136 - - PNAAIE.1\it STRit-.1N(.3, FFNC1NG, -AN D • GUARDRAIL. 0137- ;RAVE F..Nff ST R P (3, AND GUARD L C13;8 - f4 SIPPING [)FTAI C rJ9 - URB, CUTTER AND. 9.D EWALI‹ 1 ETPLIS C140. - DAR?, CUTTER - AND SI DETNAI K D LS C141 - GUARDRML DFIATLS C142 GUARDRAIL 'DETAILS C 4 FENCE; AND GAI E DIE FAA..5 H-M1 NG AND Gt-',J,L I.:JET/AS 0.145 - TPX1FILANEOUS al:TAILS ; C14 • S N C141 3ICVARE INVENTORY C 14P S 01/G 1 N N TO R Y o-Tzr. c , PO - r cinNAPF: Itqwf:Nricov J1 11N LH 1 • STRUCTURAL . 10 SERIFS GENERAL S011 STRUCTURAL Ncafs 0012 SPRUCTU RALE QUAL I ASSURANCE ; .s013 - STRUCTURAL DE1ALS S014 - -STANDARD .0015 - • STANDARD ; T Fp c'T-lrIApp cTI inTU PAL DETAIL3 IKS IKS RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS IKS IKS CHK'D 303 ft! P0()F1LES SIX'S; TEIV1 0000111S SYSTE.Iivi PROFILES SYSTE PROF! LES I:101 STEM 00001LFc" S YST M DETAILS SYSTEM DETAILS SYSTEM • HIGH1...11' WATER cE..10 H10 F11_11 F. WATER S Y ST EM HIGH LINE \IV,ATE P SYSTEM ; I G1-11._ NI F. \NATE SYSTEM H IGH LI N. E R • D TU 01'T SYSTEM NC4ES AND SOFT DULES DISTRICT STANDARD 0E:TAILS 01!"-3 STAN DATI?..D DETAIL.S DISTIR,ICT •STANLIDARD 1 1 AI1 :7s si DETAILS STANDARD ; DEINT SITE WASTEWATER SYSTEM PLAN W 1i1 pl \t,(A3 PNATE FLAN p Rn riTc; I E\NA 111.R ST E 0 P R 0 FI I ,ES 1, ,A1A. 1 ,'."TERIVFM SYST E. M P C.).01 E • 1 iVAS I E.WAT FR L.117 STATION AND WAS VALVE PLAN, s so no1 o, 000 D 0TAI SE WASFPNATEP SYSTEM Sn VALVE PLAN AND SCHEDULE r AI D ( lYRTFAA \lA DF.TA1LS „ _ WA Q 11 PA/AT E ST° R wArEE- 0 M PRLSSED AIR NiliAN HOLES ; , ;!--, DF ; 1 Lolls 1“_ %Tr VV,f'!\ . ER 55S 1E01 NOTES AN D SCHEDULES KRH KRH KRH KRH APP'D SYSTEM - .c..,L1Y1:•;TENA SYSTEIV1 SYSTEM sics•TEM ( 'r ,../1 SYSTEM 1 ‘:::" ..1 .STEN/1 SYST F_ N./1. SYSTEIM Sr$ I EM 'f LF SYSTEM 3TR1_1(.2:1 U R.A L. DETAI L.S . LIU U •RAL. DETAILS :AGE WATER PLAN PLAN ; PLAN PLAN PLAN ; • PLAN PLAN PLAN • 0 00 01 L[0 00 01 LFS. PROFILES PROOFS PIR.01 DEINJ_S DETAILS OH...IWATER SEPARATOR IRUCTURE SCHEDULE p R DETAILS . . t r L .AN - ENTRY AREA . (N.,ATI 0 N PLAN - ACCESS .ROAD & MAIN SITE - 111 AREA S G «1 - SIGNAGE LAY CTAJT D FTIVLS SIC11\1ka lAYOUT DF. SIGI1/=\GE DE DEINES S I G IN AC: E.' DWOLIT DFINLS DIAGE LA )t SL [A S G INACZ ILA''0! D FIN S (.3N AO E W.:JAL LIMON OFT DUALS PLAN PLAN PLAN • • • PLAN • - DIAN AND DETAILS REVISION DESCRIPT)ON • 3022 01...„IA000AIL/HANNAIL DETAILS AND 1 !G -IT GAUGE FRAMING DETAILS 3023 - LIGHT GAUGE FRAMING • DETAILS 100 SERIES - TRANSFER AND 1 BUILDING 0101 - TRANSFER/ISO 3U1-LDING - COMPACTOR BAY 3102 -- TRANSFER/ISO BUILDING - COMPACTOR BAY REINFORCEMENT AND JOINT LAYOUT TRANSFER/ISO BUILDING - :PPM AND FLOOR PLAN • TRANSFER/ISO MING TIPPING AND FLOOR ELEVATIONS . TRANSFER/ISO BUILDING TIPPING AND MIK DIAN EOUS METAL PLAN S106. TRANS FER /TS° EM I UN NG 7 GENERAL TRANSFER/ISO. BOLDUC 0 108 TRANSFER/TS° RIDING E RHM E NT . • TRANSFER/IS• .BUILDNG FLOOR . PLAN DETAILS . 1; 110 1 RANSFER/Tq0 FRADNG 0111 TRANSFER/ISO BUILDNG 3112 TRANSFER/ISO BUILDING 0 113 1 RANSFER/3S0 . BUILDING • 0.114 TRANSFER/ISO BOLDING 3 115 TRANSFER/TS° BUILDING 31_16 TRANSFER/ISO BUILDING i 3104 (310.1f:" cln7 Clry) 31k.J0 S1'28 o1flo 6150 313 3132. ( ,. : 3134 3135 3156 ,1)13, TRANSFER/S0 TRANSEPITSO. TRANSFER/ISO - TRANSFER/ISO TRANSFERITS0 TRANSFER/ISO TRANSFER/ISO TRANSFER/ISO TRANSFER/ISO. TRANSFER TRANSFER/ISO TRANSFER/TS° TRANSFER/ISO TRANSFER/ISO TRANSFER/ISO TRANSFER/ISO TRANSFER/ISO TRANSFER/ISO TRANSFER/ISO (5.. LINE: 'WALE . TRANSFER/ISO BUILDING TRANSFER/ISO. BUILDING TRANSFER/ISO BUILIOIG "TRANSFER/TS° BUILDING - MaELJN\1EOUS NPA UNDING DOCK REIANNG WALLS - NPA LOADING DOCK RETAINING WALLS TRANSFER/IS° BUILDING - SPA WALLS TRANSFER/ISO BUILDING - TOP LOAD • BAY WEST WALL TRANSFER/TS° BUILDING - TOP • LOAD BAY EAST WALI TRANSFER/ISO BUftbING. - MWSCELUNEOUS M ETAL ARMOR PLATE TRANSFER/ISO BUILDNG 7 MIKELLIV'aUS METAL - .100 -LOAD & COMPACTOR CHUTES 3147 - TRANSFER/ISO BUILDING - MISCELLANEOUS BAY BACK. PLATE TRANSFER/ISO EULDING - MISCELLANEOUS CHAINL . • TRANSFER/TS° BUILDING - CHAIN • • 3150 TRANSFER/TS0 BUILDING - MISCELLANEOUS DETAILS 3151.- TRANSFRIT30 BaLDING. VOLL 3148 .3149 - BOILDIN(.3 BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING 3iJILDING - BUILDING --- BUILDING -- • BUILDING --- BUILDING - BUILDING -- BUILDING BUILD NG BUILDING PLAN PLAN ARRANGEMENT 5E03I003 TS° FLOOR ; PLAN DEJA L 330 FLOOR PLAN DETML - TIPPING AND RECEIVING LEVELS • 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 BEAM 7 1EVATIO \IS BEAM ELEVATIONS MISCELLANEOUS SECTIONS • MISCELLANEOUS SECTIONS MOMENT FRAME FOOIMS • MOMENT FRAME .FONNGS MAN FRAME FOOTIWS. MOMENT FRAvIE FOOTWS ISO . COLUMN FOOTINGS A-LINE WALL, 19-LINE WALL ID-L- LI NE WALL, .20-LINE WALL, AND WALL • • - SOUTH DUSH WALL HTIPPING ' • RECEIVING. • LEVEL...3 • RECEIVING, LEVELS RECEIVING LL!EL.3 . SECT IONS METAL - TOP LOAD METAL - MISCELLANEOUS METAL - MISCELLANEOUS METAL - TRUCK WASH BULL RAIL, NPA 0 031 • AND POST • AND DEBRIS 200 SERIES - TRANS FR AND ISO .. BUILDING 3201 - • TRANSFER/ISO BUILDING TIPPING & RECEIVING LEVEL • PLAN TRANSFER/TS0 BUILDING ISO LEVEL PLAN - TRANSFER/TS° • BUILD NG ROOF LEVEL. .PLAN TRANSFER/ISO BUILDING ENLARGED FLOOR. PLAN EQUIPMENT & LOADING LEVELS . 32.05 - ISO .BUILDING ENILA00 00000 - -DLAN 330 LEVEL. PLAN • S206 ISO BUILDING ENLARGED FLOOR PLAN ROOF .LEVEL Ji_AN • S207 - ISO BLIILDING PENTHOUSE ROOF AND MECHAN ICAL PLAN • 3208 - TRANSFER BUILDING EAST & WEST WALL FRAMING ELEVATIONS 0209 - TRANSFER BUILDING NORTH & SOUT- WALL FRAMING ELEVATIONS .3210 • - TRANSFER BUILDING •MOMENT FRAME ELEVATIONS . . .S211 - TRANSFER, BUILDING M.OMENT FRAME ELEVATIONS - LAI King County Department of Natural Resources and Parks Solid Waste Division 2 S213 3214 3215 S216' S217 3218 3219 3220 3221 S222 S223 3224 3225 3226 3227 cr-,-)70 - TRANSFER BUILDING 000E01 FRAME - TRANSFER BUILDING 000E141 FRAME - "TRANSFER .BUILDINC,3 MOMENT FRAME - TRANSFER BUILDING MOMENT FRAME - TRANSFER BUILDING MOMENT- FRAME - TRANSFER BUILDING MOMENT FRAME - TRANSFER BUILDING •MOM ENT FRAME TRANSFER BUILDING BRACED FRAME - TRANSFER BUILDING BRACED FRAME - 330 BUILDINI. WALL • LLEVA1 IONS ---. 130 BUILDING .304000 FRAME. ELEVATIONS - T3• BUILDING BRACED ERANIE ELEVATIONS - ISO BUILDING BRACED ERA,ME DETAILS - .130 BUILDING 'BRACED FRAME_ DETAILS ISO BUILDING; BRACED FRAN/ E DETAILS 330 BUILDING • BRACED FRAME DETAILS - ISO - BUILDING FAN COLUMN ELEVATIONS AND DETA 3229 - • TRANSFER BUILDING HORIZONTAL BRACING PLANS 3230 - TRANSFER BUILDING 'HORIZONTAL BRACING DETAIL, 3231 - TRANSFER BUILDING HORIZONTAL BRACING DENLs 32032 TRANSFER BUIL HORIZONTAL BRA INO • •DETAILS 3233 - • TRANSFER. BUILDING SKYLIGHT PLANS AND \ ij 3234 TR,ANSFER BUI1 DING SKYLIGHT PLAN AND DT 3235 -• TRANSFER/ISO BUILDING SKYLIGF 01 . 40 3236 • - TRANSFER BUILDING E.- DETAILS • 3237 - • TRANSFER BUILDING FRAMING DETAILS S238 5239 TRANSFER BUILDING HALING DEINLS TRANSFER BOLDUC .rRAIONG DEINLS. 3240 - TRANSFER/ISO BUILDING FRAMING DFTNIS 52/-1 3242 TRANSFER BUII_DING FRAMING DEINLS TRANSFER BUILDING FRAMING DETAILS 3243 TRANSFER • BUILDING FRAMING DEINLS . 3244 - TRANSFER/TS° LDI NG FRAMING DETAILS 32L5 IRAN S FER /TS 0 BUILDING FRAMING DETAILS S246 - • TRANS FER /TS0 BUILDING FRAMING DETAILS 3247. - TRANSFER/ISO BUILDING FRAMING DETAILS S248 - TRANSFER/ISO BUILDING FRAMING .DETAILS 32/ 9 - TRANSFER /ISO BUILDING ROOF MECHANICAL. S PTIIID PT PLAN 32.150 - - 1 - '.ANS0E0/200 BUILDING ROOF MECHANICAL SUPPORT DETM L - 3251 - TRANSFER/T30 BUILDING ROOF PLAN -- MTD EWING S252 - • TRANSFER/ISO BUILDING ELEVATIONS V'11 ND NORTH & \NEST 3253 - TRANSFER /TS° BUILDING EA S1 E BOLDING BREAK 0000 0 LAN & PFTA" 3255 Tso BUILDING STAIR FRAMING STAIR 'A' S256 - TRANSFER/TS° BUILDING STAIR FRAMING 3257 - TRANSFER/1230 BUILDING STAIR DETAILS 3258 - TRANSFER/ISO 0011 .DING STAIR. DETAILS 3259 - TRANSFER/130 BUILDING .EXTERIOR STAIR rPAHNI' S260 TRANSFER/T BUILDING EXTERIOR 0IN0 S261- 1 BUILDING EXTERIOR . STAIR n r:TAII 3262 TRANSFER/ISO BUILDING MISCELLANEOUS S271 - NORTH PROCESSING AREA FLOOR PLAN 3272 - NORTH PROCESSING AREA ROOF PLAN 3273 - NORTH PROCESSING AREA \NALL ELEVATIONS • - 3274 NORTH PROCESSING ;AREA BRACED • FRAME EI 3275 NORT PROCESSING • AREA DETAILS - NORTH PROCESSING AREA DETAILS 3276 3301 - 3302 - 3303 S304 - S305 - 3306 - 3307 3308 S309 - 3310 3311 - 3312 3313 - S314 - c.)315 - 3316 - 3317 - • 3318 -- S319 - ELEVATIONS L FV,b, IONS Ali DE TAI [.2 OE LJL DE IN LS DETAILS EL FV.AT 10 DEL AND 300 SERIES' - SCALE 'FACILITY SCALE FACILITY GENERAL ARRANGEMENT SCALE EACH...AIX GENERAL ARRANGEMENT SCALE FACILITY GENERAL_ ARRANGEMENT 5E(.„..' . SCALE FACILITY .GENERAL ARRANOCMEI 0 SIE':CTIONS SCALE FACILITY FOUNDATION =UN WEST. SCALE FACILITY FOUNDATION- PLAN - EAST SCALE FACILITY FOUNDATION DETAILS SCALE FACILITY FOUNDATION DETAILS • SCALE FACILITY UNDERSCALE SLAB PLAN SCALE FACILITY FOUNDATION DETAILS SCALE FACILITY- SEALE HOUSE PLANS • SCALE FACILITY SCALE •HOUSE 'PLANS SCALE FACILITY SCALE -OUSE SECTIONS SCALE FACILITY SCALE HOUSE DETAILS SCALE FACILITY SCALE 006130 DETAILS SCALE FACILITY • SCALE HOUSE DETAILS SCALE FACILITY SCALE HOUSE • DETAILS SCALE FACILITY SCALE HOUSE •• DETAILS SCALE FACILITY SCALE HOUSE DETAILS. PLAN ['1 400 •SERIES - RECYCLING BUILDING . 3401 - SOUTH PROC.ESSING AREA SLABS PLAN S402 - SOUTH PROCESSING AREA SLAB DETAILS 3403 RECYCLING • BUILDING FOUNDATION 8c, ROOF 3404 - RECYCLING BUILDING DE_ IAILS S405 - RECYCLING BUILDING DETAILS • • 31/4 u)rTMIC: IIW ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 WE' ! I ETA! & „OA DING r\it„ \ r 7"0 L_') A1 c c. SEP 1 z Z011 - REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 U 2010 .€100 SEBES Mft$L171..1.....ANEOUS• STROGI URES S601 TEW LER YARD TRUCK PADS • .S602 - GENFRATOR/FUEHN C)N G STAT SIGN Ta:M1DmE IN BRUCE FOUNDATION 11 C11 • (301 D E Vic 11 „ 3507 • ,001.1 E BARRIER c,..'NC 0410 c_ dARRIFR ARCHITECTURAL CODE_ SUMMARY T10 BUILDING - CODE SUM NLIA RY - {....1AT.'100,ACTOR 51323 '1 TRANSFER/ISO BUIL_DING 1:11.115I+AARY - TIPPING "'OIL) , 1EC.:1E101610 LEVELS 1 BUILDING -- CODE SUIAAARY EQUIPMENT ANID 1 511 r'.7' (-olnA nc-7„ni ,s35, City ot Tukwila t BUILDING DIVISION to pLcts1 41 .32 11'; -- SITE WALLS E.T INING WALL G • R FTAI N I ',1(. WAI_L 0 I N ,1 ,]; \AIALL IR.'.ETAINING WALL J R ETA I 6I114 G 'HALL J FIE /ALL R, E...T.A.1 NI I NI Cr" WALL L UCTURES TS° • U LI) G • - CODE SUMV\RY - Pr.2)0 '1 E FgDILITY & RECYCLINIC BUILPNG CODE SUMMARY FWOR 10 SERIES - ARCHITECTURAL GENERAL Ao ,A,F=}11TEC GENERAL ARCHITEC - MAL GENERAL NCJES (1'0 DE NOTES L& LEGEND A0 „ARC H 0013 T R AL GENERAL - WALL, 11...00R & 1:01',21F TYPES RAL GENE RAL - WALL - 1/ P ES SCHIIM LE A0 r H110411 LAL GENERAL DOOR - 1Thy• 1 011..:•='; 4 S U-1 p1 11_ F 1 .015 -• ARC HHICTURAL GENERAL WI \ DCM TV;AES & A016 - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE ' 0' r, A01 - 11‘ - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE Luom 1 c.)19 ,A1r GENERAL • - FIRE FX•IING F.:"'HFR LOOP I•T....CESS; SCHEDULES . A020 - 72-1 11 T6•11TECTURAL 'GENERAL - 010.016)0 SIGNAGE SC HEDH • A021- ARCIIITECTURAL GENERAL ; - NIFIN II7:1G NAG E. TYPES 4022. 7 KI--IITECTURAL GENERAL PTERCP. SIGNI TYPES - 0 023 ATM-I IT Et TURAL GFINFRAL CASEW("RK D ET,N LS A024 ..1- GENERAL - CASEWOIK 1 411 S A025 • ARCLIMITURAL GENERAL - CAS EWM.K DETAILS . 100 S ERI FF.:5 - RANSFE - 2 AND . 130 BUIL. DINOS c.1.).1 • --- BUILDING - FLOOR . C 0 NI Pl\''',ZJOR LEVE Al 010 BU I L. ID I N G 1-10R170INTAI C LEARAIN E_ PLAN 1 L0\1 /0 [00 TRANSFER/ISO BUILDING - FLOOR PLAIN TIPP IN & r TSOL BUILDING - FLO° 011 TS° 8(36 .. 0100 FLOOD\ PLAN TR.ANSFER /ISO - BUILDING - 5000 PI ANI BUII_DING ENLA ROC)F PENTHOUT.1IE PLANS TRANSFER/ISO BUILDING - 1. - - MANSE - ER 30 BUILDING - WEST I BUILDING & • PENTHOUSE ENLARCAID EXTERIOR ELEVATION'S RA NSFER /ISO BUILDIN G - ENLARGED IDJERIOR 1 EVA FRANSFER 131..11LDING • - ENLARGED EXT L.P 12F\ ELVA:1100S TRANSFER BUILDING • BUILDING SESC NORI H & SOUTH • 1/1\NSFER - BUILDING -- BUS...DING oL R1' S •-- EAST /2 WEST . . is() BUILDING LONGITUDINAL BUILDING • SECTIONS - COMPACTOR Dij - 4123C - ISO -BUILDING - LONGITUDINAL COMPACTOR 3EcTja,15 VETO CLEARANCE PROFILES BUILDING - LATERAL BUILDING SECTION BUILDING - LATERAL BUILDING SECTION BUILDING - LATERAL BUILD' G SECTION - BUILDING SECTIONS BUILDING - BUILDING .SECTIONS BUILDING - PENTHOUSE SECTIONS - TRANSFER BUILDING - WALL 3E011003 'fR,t\NSFER 00 ILDI NG• 7 WALL SECTIOL'E; /'\,l 55 . TRANSFER/TS0 BUILDING - WALL SECTIONS' TRANSFER/ISO BUILDING - \NALL SECTiow TRANSFER/ISO' BUILDING - .WALL SECTIONS TRANSFER/1 BUILDING- \NALL SECTIONS TRANSFER/ISO BUILDING - WALL SECTIONS T SO BUILDING • - FASCIA SECTIONS 1 DE 'TAILS A . 1 0 4 4 1 Al 2(3 4127 --; 41 28 Aioo A1,31 hl...)/ - Al 38 - BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWING INDEX 1 0 9%- 0 q m Ej'IT N L - ISO Li-NE.L. (;) FT T;-; VP\S! IN 10160,1 50 ELIWIONS NORTH & & DETAILS PROJECT NUMBER: SHT. 2 C00405C09 OF: DRAWING NUMBER: RECEIVED JUN i 4 2C1J PERMIT CENTEI., G012 619 0 0 0 0 0 0 a . : 0 .63 0 0 >- 0 LL CO (1) 0 co 41C LLI CL 41C 0 C.) 0 0 LLI .1 U. • C.:1, N ET) SERTS - TRANSFER AND TS0 BUIL.EdEJ(1 0 U1LD 1 NG --- PLAINS A142 - TRANSEER/TS0 HtlIMNG LEJ4R• PLANS Al 43 A1411- A A146 A14 A. 1 48 - A149 A151 A152 Al 53 4 A "155 900 SLF5 „._ Dp,.„ .A201 tk A21 A221 /T110 TRAN R ILL.,1,111_.1)11\1(.4. -- --- fR.A.1\ SEER „/ 131)11_1)11C 1 E.L1 I T() 1:3515.)1 --- 1 (I) N SE(311()1\11:1:-.1 1 4.1:11...111,...r..4 NG ---- -1:11...F_VATOR s» STIVV.,(\ -- DETA11.5. - 11'. 1 30 551LL)I5C11 I EVA (1 E. I\ I E. RA I_ ,A,F; EA SilS C 0 M 1 1.- PMEI BUIL.DIN1(3 NoR PROOF:Sc.:31N5 AR E,A '551H H P ()(1.1.E.S1'.31 G . ARE A, NORIH P IR, 0 ("2; C AREA ELF vATi E)NiS IDE FAILS A231 1\10 RTH P ) (.".", NG AREA -.-- A2 81 i\io n C IINIC AREA 500 SFR, (- 5 / 1- A300 - SCALE .F.4'...),1LETY A301 ---- SCALE lEA(.1..ITY EL() j5 A302 .- sc;ALE FACWITY A303 --- SCALE.' EAC11..„ITY A.:31 •1 SCAL.L EA(311_1 -- NORTH 2 S 0 1 ,1 EFL A3 . 1 2 SCALE. EAO11....111 A - 31.;...1 S C1ALE ft,AIILA SCALE. EA11311......Eni A361 03/1 ( ..1;:( ' ....V\ L 1_1 TY 1L\372 c,L FACILITY P\381 'SCALE EA I L.. IT IY A39 "I SCAL.E. FAcILT - STAL R SEGTIONS AtS •••'; (1 1„..A D R 1 ,E I.:EV/MI (2.) 1\11 11) ET/AIL S„ TWAY P TR AN S FE R. /TS(....) BUIL:II)! NG AR FLA ----• • B I NG ,AR EA H55 ---•• 1 S EL3 0 F.:111 111)1 NG; 9r7 1.1.7:1; 1 E.: FILE. OTE D F I IN G N •-• / •-• 131.111....D 1 NC -- 11\11 C)P 1161,3 - 131.111_ DIN 1,1; ---- INTEL RI101 --- AJ •-• ' 1..""(U 11\1 ER ; A 1 6"(1 t 4 !HI)! Nr.; ----• Al 71 1 FIE R / /ISO 1 --- 11) („.)0 A172 •-•-• TI: 1 21.111_1 . 5 NG ---- 1 1 A RAN /ISO E31,1 1 LD1 N.V.)) 1. IL/IT DOOR A 1 •74 1734.11,11,0_15 5V.1 DFJAIt..7 B1_1111)11\1( It - 1) DETAIL.1.3 .A.1 - 11),AN1I=.11EILIE;1 1 /ISO -- ()PE: N!1'45 DE-15A11,..•1 A17 --- TRA1\111- BLIEL.511\1(.3 1 DETRI Al 81 FRANS A182. - TRANSFLF/JSO Al F,3 R.A FE R A 1 11 1 1 1-"'„AiNS1-1:11711 131.111...1)11',K3 J A 1 F :■1 ". F (") J N A 86 . 1" RA1\1SE R t IS 0 E.31.111.....1::)11\IG --- VIAL .1.. A187 TR1NSFER/IF:L:10 5 U1 15ING 4A11 ,188 --- • -1 :1••••.),A1\13F - 1:11 ,- VIS(E) 51]N:1)1N0 A191 - 0 1I31.111,1)15CL LDE.1 A1 FRAE Al 92_ -- TRAIN'.:..;FER/TIT.30 B LI)1 NO ---- 1",)12 TRA14 [31_1,11:111E A193 ----- IR 1\5 E5 5 LIILDIN D 1 LS . - IT" ki 1 "I A194 --- TRANIPTER 1 31.111.1)11\15 , 7, E1VIII3 LI S A T95 T RAINS EEL R /1 R1,111_5ING1 M ETHAN E BAR RE Al 96 -- S I 0 BUILDING. M ET HAN E BARR 1 FEE. Al 97 TRANSFER 1 r',110•• 51 IL511'4C) F.3I R D • DETF.IRRE1\11.. Al (.. TRAW,TE. /T SO • 55 ILDII\10 GUTTER RID(.35. A199 -- ISE.) LI 1117)1 NG E11 l)FT 12F -• TUDOR PLAN . - ROOF PLAN - ELENATI.C)N11-13 NOF;I1-1 PROCESSI ARE_ ••,- R IJILD IN G INITE 'NA LL PLA,N (!".1/.. RE..1- .F. LEVEL LEVEL - T) E.. .Y,T• ER10 R Ei E.MAJ (.2,) S 1:311.111...F..)11N 0 SEED TK)N cE.i1 s EC.; T ft. N 1174IIIEFIc".10R • E I (1) DOOR 51,-LITAIL.::I13 \N1N D D ETA I ETAI IS NFLIMA 1 5f M [L A5 . DESIGNED I IKS ABG IA. VERIFY SCALE 1;7 Li 1 -• f. II"' TRANSFER I VIII El", I ...EA/ F r.") J -Ty- ) 1.? I L-- ILITX) b'1,111.1)11G F•4EF . TRA,I\HI 9(.111_01NC RIEH_LC E.. . „ 1 ROOF PLAN DEITAL LS •M ET A N El 1 c 1 3.,AE7 RIER 1 17..)5 ftE_ R (1 R LH EIV1TIO , .. 11 ;t PLAZA (, --- BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE A 0 -AAf)1 1 I -- M125 IKS R CYO:1_1N G BUII_D11NG REFL„ECIFD CEILING FlIAN e?", - ( LI BUILDING - SECTIONS BUILDINIC Ekr ERIOR &T. INTERIOR •ELEVATIONS • ---- F.! El `,1„...IN (3 [ 11 j1 WALL S E CTI 0 NI S • .•& DETAILS • • LANSCAPE ion (Tr E LSSUSSAHNG 1.100 .--- 0 \ IERN_L LAN IL,ISO.A.,P F • PLAN i0 ---- LAI\IT PLAN --- LAN nAPE, PLAN L103 LAN Er$ CAP )[J\; L..104 LANIDSCAPE P I.„ LAN P LI 0 s p I _ANT s j LE AND, DEITAIS -- LA NITAILs LAN A,P E I 1 7 1 : < - rnrn Tour: ,i\LL MECHANICAL 10 . SERIES - GENERAL M011 MECHANICAL LEGENDS . M012 - MECHANICAL SCHEDULES - SHEET •1.. M013 - MECHANICAL SCHEDULES - .SHEET 2 i(101 AL, SC 1-1 EIDU LE S • -. SHED .3 MO 15, --- M-EI•C HA N SORE:55LE *7. - - EFT 4 M016 - MECHANICAL SCHEDULES SHEET 5 M017 - NREC..COMPLIANCE AND MECHANICAL ABBREVIATIONS'. M018 - MECHANICAL DETAILS b „.„ 711_,1 . • 51 'LLMC COMF"ACTOR 1...EVEL/T1 PP G EC EIVI L 1 1' Ii\l/V...; II PLAN 'FAST 1"N . 1 RAN -1 ; /ESC) 51J11.511\15 TI PPING ,/R EC EL NG LEVEL - MECHANK:PL DEAN RAN:SF i750 jlD\5 130 1 EVE.L/T1 P PI NO/ R E ENING LIEVE.L. UPPER LIVE:I_ M EC HA N CA L. I" LAN . 511 ILD1 WI:, _1\4 FOE-IAN CAL ROOF PLAN ..?5.j I L. [.--) I N EXTERIOR E. I EVA S FAST & VI/E.„.ST 1 ILEANSrER NA 1 (11) 1".(",.)„""\ T RAN S FEIIEVISILL) s LIILDING EN FA R G E.. D E...1....EVATION AND • W ALL. - SECTION M1 • II .1:-..:..11„111,.Di F5 ft . 0 RTH PR'OGESSIING AR EIA 1\4.R(31-1.011C,A1.... PL.AN ---- R,AN 81.51 LDIN C.; • Dg FI 0.S E • R E.: L. AN D • rr) Off' IDIPE ['Top I RK:FP SUPPORT DLIT,..11...„_, Lho , . . Ed 1 4 --- TS() 131,11L.DING TIPPING/RECEIVING LE/EL _ AREA FLUABfti0 PLANS M124A TRAN Fr IR./TS° 91)II_DII\I5 1 IPPING/R ENING L.E\fEL, MISII \IG P(.)0N/1 p - ISO RUILDING TIPPINIVRECEIVING LEVEL HE'LIDUST COLLECTOR ,AR F.A, PI U BING AN I'v) 25A ISO IYiU..DN5 TIPPrNI',;/RECHVING UMBING M127 - ISO BUILDING TIPPING/RECEIVING LEVEL HPU/DUST COI LECTOR AR Li\ HVAC P I IKS IKS IKS CHK'D IF-J. Cif ON. IRRIGATION P L.A11 EI 0 N PL.AN ; r, 12.07.;; T ft) k ; \, - R IR,IO.ATI 0 N put R CA.TIO Tpflu - FRAN S EE E AN _ M D I NIG TIRt NSET:. F. )1N C..; CO N4PAC TOR LEVE P I El G/R. EIVINI („1„ r r' r- \AL. ---,r)r 7 Vk1 r:TA . Cr; PO UN DATI ON PLAN F:11.15, DI N G COMPACTOR LEVEL_ mrr 1."."11N11.; TIPPING,„/RE( DRAINAGE" • E 1_AN - (..) E.31.11 L..D1NG TIP PIN (3 1VIN ( I EVE L. ENLAROED EWA C.; PLAN IF-10 I-T p 2,1 KRH KRH KRH KRH APP'D TREE REPLACE IBT •RFPLACFmrNT RAN •.• • REPEACFMENT PLAN REPLACEMENT 1F1TA11...S L IED A L SL E, LLN . oRAI NAG E -- )R. LEVEL ENLARGED WATER • AND DRAINAGE 17 97 HPVE EN LA R EL A'II •T FR AHD DRAT NAG, COMPACTOR . LEVEL__ CI 0 M PACTO R • LEVEL C.: 0 M FACTO R R'FiL C 0 M pAc TOP. EINFE C 0 11 1f\5 LEVEL. C 0 M PA .7 ESEI LEVEL Ell..ARGED HVAC PLAN AREA P M BIN G PLAN AREA PLUMBING 51111 AREA I-1VAC PLAN BUILDING SECTIONS VAULT DETAIL:5 - - BUILDING SECTIONS LEVEL ENLARGED Wi1 AND. LEVEL E.. NLARGED P EU MBING L.. \J ALtiN k.) Al ".% L E. C.., tr jp - 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 I\A 128 k/ 1 M131. ISO BUIL:I ISO LEVEL. ENLARGED WATER AND DRAINAGE 4 PLAN 5 132 TSO 31 1 IJDING ISO LE7VEL I-1VAC EL00= PI AN • WEST • ¶ 1 Q BUILDING - SO LEVEL HVAC FLOOR PLAN - EAST 11 I34 ISO BLUING ISO LEVEL. MECH ROOM. ENLARGED HVAC PLANS AND • ELEVATIONS 5 135 - TSO BULDfl\IG ISO UNE1 MECH ROOM ENLARGED. PIPING PLANS AND ELEVATION . M136 T50 Hill DING ISO LEVEL PLUMBING. ELON PLAN - WEST M137 ISO KUNO ISO LEVEL PLUMBING. E. UDOR PLAN. .- EAST 5 138 - TRANSFER/ISO EULDING . ISO ROOF LEVEL 'ENLARGED HVAC 'PLAN M139 1 50 MECHANICAL SHAF I. SECTIONS AND DETAILS • M141 - ISO 'ISO HVAC PAGRAMS - HYDRONIC AND .AIF6IDE TRANSFER/ISO - BUILDING FANWATER/NPW BOOSTER SYSID SCHEMATIC DIAGRAM 1 43 WASJEWAjER DRAINIPk';E CONTROL AND MONTRN SCHEMATIC • DIARAM • • M114 1I15C LL7I EOUS . CONTROL AND MONITORING SCHDIATIC DMRAMS 15 TRANSFER/ EMPLOYEE BUII DING HYDROM SYSTENT DIAGRAM • PART 1 M1/16 TRANSF5H/EMF1I. OIEIE BUILDING HYDRONIC SYSTEM DIAGRAM - • PART 2 M 1 LI.7 1 ,i1EC5AI\IICAL SYSTEMS SECUENc:E -OF OPERATIC)NS M148 MECHANICAL SYSTEM'‘'..'I SEQUENCE OE 0 DRATION S 0141r) 152 1\7115)3 I- A 1 r M155 1'1(156 M161 M162 )1163 M 1 94 • M195 TRANSFER/ISO • BUILDING TIPPING/RECEIVING I EVE! DUST COLLECTION. •SECTIONS TRANSFER/ISO BUILDING ISO ROOF LEVEL SOUTH ELEVATION HVAC • TRANSFER/ISO BUILDING COMPACTOR/LOADING 'AREA SECTIONS . TRANSEEiR/ISO TRIANSFER/P50 BUILDING \NATER SYSTEM SC HEIVIATIC -- PART TRANSFER/ISO BUILDING WATER SYSTEM SC HE Mt C PART TpAN ER/1 BUII DING WA:TER SY ST [j SC1 IE5 /M --- PART TRANSFER /ISO BUILDING DRAINAGE SYSTEM. SCHEMATIC TRANSI- LK/ISO BUILDING \Al. :STE AND VE RISER DIAGRAM TRANSFER/'EMPLOYEE BUILDING DUST AND ODOR CONTROL. SYSTEMS PLAN TRANSFER/ISO BUILDING DUST - AND ODOR CONTROL_ MISTING SYSTE I' jI . SECTION TRANSFER/ISO BUILDING DUST AND ODOR CONTROL -MISTING SYSTEMS SCHEW,TIC TRANSFER/ISO • BUILDING RN NWATER VAULTS T.RAN5EER BUILDING TIRE WASH/4A1 WATER PLAN TRANSFER/ISO .BUILDING TIRE WAS VAULT PLANS AND SECTIONS TRANSFER/ISO BUILDING FIRE SPRINKLER PLAN AND CRITERIA 'TS0 B 1.J11.1)I NG COMPACTOR LE'vEL HR[ SPRINKLER PLAN TRANSFER/ISO BUILDING TIPPING/RECEIVING LEI EIRE SPRINKL„ER RLAN TRANSEER/ISO BUILDING - ISO I EVEI /TIPPING/RECEIVING UPPER, LEVEL I"! RE SPRINKLER PLAN FIRE PROTECTION SPRINKLER SYSTEM SCHEMATIC DIAGRAMS 300 SERIES SCALE 'ENMITY . .M301 - SCALE ENMITY PLUMBING PLANS 1\/ 302 - SCALE 5» 5 1 LIN HVAC PLANS 55303 SCALE FACILITY HVAC SECTIONS • OLMBNG \WM SYSTEM SCHEMATIC: PART 1 . 400 SERIES - MISCELLANEOUS • STRUCTURES M401 - RECYCLING BULDING HVAC & PLUMBING PLANS AND DIAGRAM M431 - EUEUNG STATION PLAN • M432 PADJNG STATION SECTIONS- ELECTRICAL: • 10 -50 SERIES - GENERAL E011 STANDARD ELECTRICAL_ SYMBOLS AND ABBREVIATIONS • E012 IIIMINAIRE 'SCHEDULE - • • • .ENERG'( COMPLIANCE .FORMS LIS-TING 5014 ---- ELECTRICAL ONE -LINE DIAGRAM POWER 5015 - GAS MONITORING SCHEMATICS • , NTN 1sFR P EMT --- • TRANSFER/1SO & SCALE • FACILITY INT .DEPEC noN DIAGRAMS S. DE - FAILS - - - USION, FIRE ALARM Luz° rANEL WLLS 11021 -- ELECTRICAL SCHEDULES PANEL SCHEDULES EC)22 - ELECTRICAL SCHEDULES - PANEL SCHEDULES E02.3 ELECTRICAL SCHEDULES EQUIPMENT CON \IECTION SCHEDULES E024 El.ECIRICAL SCHEDIJLES - CONDUIT SCHEDULES 5030 --- ELECTRICAL SITE PLAN - LIGHTING F1D31 ---• ELECTRICAL. SITE. PLAN --• POWER & S !CNN._ 505 TRANSFER/ISO BUILDING; - GROUNDING FLOOR PLAN - ELECTRICAL Lj GIRI G 11F I E. r- ELECTRICAL DETAILS SITE L5 El ECTRICAL DETAILS - GROUNDNG/LIGHTNING PROTECTION SYSTEM 5043 -- ELECTRICAL SECTIONS - I IGHTNING p'ROTECTION E014 --- ELECTRICAL DETAILS - GROUNDING/LIGHTNING PROTECTION! SYSTEM E045 -- ELECTRICAL DETAILS LIGHTING King County Department of Natural Resources and Parks Solid Waste Division PIPING r VI I'Rj ECK An SAIC Company 5046 - ELECTRICAL DETAILS E047 ELECTRICAL DETAILS. [1048 -L TRANSEFR/ISO E31)II DING ELECTRICAL STA! SECTIONS • 5049 -- TRANSFER/HO BUILDING ELECTRICAL ROOM SEC1T E050 ISO BUILDING -- ENLARGED [ LECTP1I 1 L. ROOM .1- COMPACTOR I....EVEL 5051 ISO BUILDING ENLARGED ROOF ELECTRICAL . 5052 - ELECTRICAL_ DEJA I LE.", - "TELECOM •• 51 1,', - 1 - [ )) r".., 60-70 SERIES - I TRU MENTATION 5060 - INSTRUMENTATION SYMBOLS & ABBREVIATIONS 5061 .INST SITE . PLAN INSTRUMENTOONIRANSFER BUILDNG FLOOR INSIRUMENWION ENLARGED AREA PLANS. #2 5062 --- 5063 5064 5065 5066 5067 5068 5069 5070 5071 5072 507.3 [07/1 E075 F076 5077 PROCESS INSTRUMENTATION DIAGRAM - PROCESS & INSRUMENTATION .DIAGRAm - PROCESS Sc: INSTRUMENTATION. DIAGRAkil PROCESS & INSTRUMENTATION „DIAGRAM PROCESS & I N STP,UM ENTATI 0 N DIAGRAM - PROCESS & INSTRUMENTATION DIAGRiWI PROCESS j3. INSTRUMENTATION . DIAGRAM - MAIN CONTROL_ PANEL • 'MCP' - DETAI LS • -ANL MAIN CONTROL •P AN El 'MCP' • POWER I.Th'•;TRIRLITIOE,I DIAGRAM TypicAL DiscREIE I/0 DIAGRAMS TYPICAL AN/\..(C 1/0 WiRIN(..; DIAGRAms - I NSTRI.,IMR\a„,\TION DETAII S - CONTROL . SYSTEM BLOCK DIAGRAM. INSTRUNEN CONDUIT AIND 'WIRE 100 SERIES - TRANSFER / BUILDINC - 1 101 - TRANSFER/ISO ER) IL D I NG •POWER & » I L. I 1 DI ' " 5 LEVEL. 102 T'ANSFER/ISO BUILDING POWER & SIGNAL. PLAN TI ING/REnEVING LEVEL 5103 - • - TRANSFER/ISO BUILDING POWER & ", PLAN - Fi E;1 1 0 0 5 4 TRANSFER/7j) BUL IDING ROOF PLAN . ELECTRICAL - ISO BUILDING -•-• G ED FLOOR PLAN powEp COMPACTOR LEVEL El 06 - ISO BUILDING ENLARGED 55005 COMPACTOR LEVEII.. E107 ISO BUILDING ENLARGED FLOOR P LAN --- - 1 C 's (D c l P E P ; u P RGED FLOOR El 08 El 09 EQUIPMENT 1: LEVELS ISO . BUILDING ENLARGED FLOOR EQUI NT & L(.11,),C NG L. EVEI.(.3 „_. E110 RLIILD I NG - ENLAKED FLOOR EQUIPMENT I„OADMG LEVELS . El 1 1 ISO BUONO. - ENLARGED FLOOR .. EQUIPMENT & WONG LEVELS 5112 TRANSFER 504 f155 ENLARGED Fl_ 00k: pLAN (KNAL' - . EQt IPMENT 7 LOADIIT3 LEVELS E113 - TRANSFER . B1JiL 1 NG .MARG ED ELCATA PLANI 510 4A[.. FOUREIT & LOADING LEVEL.-!: 5114 TRANSFER 851 LOH EN LARGFD El ( 300 SERIES - SCALE FALILITI 5300 SCALE FACUPC PLAZA PLAN [ AN! I-It 1 , R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 D r‘,01 LAN P()\/ POWL: P 1 ,2; 1' 101, 1 r E115 SIGNAL - EQUIPMENT LOADING LEVELS ISO • BUILDING -ENLARGED FLOOR PLAN. --- E116 ISO LEVEL • ISO BUILDING - ENI._ARGED FLOOR P LAN --- ISO LEVEL E 52 151 - ISO RAM C; I[ A L F IGHTING -- ISO & TRANSFER BUILDING FLOOR PL,A,IN EQUIPMENT & LOADING LEVELS , E153 ISO BUILDING FLOOR PLAN - LIGHTING. -- 5155 ISO BUILDING ENLARGED FLOOR PLAN ---- COMPACTOR . LEVEL. El 56 ISO 81 )ILDINIC.3 -- ENLARGED FLOOR PLAN - 1...5AfTING .0 0 M PAC 1 07 LEVEL • E157 150 BUILDING - E:.NILARGED FLOOR. PLAN • COMPACTOR. LEVEL E 1.58 - ISO k TRANSFER BI„JILDING - FNLAF?,GED FLE, . 7 EQUIP vIENT & LOADING LEVELS 5159 - T50 BUILDING - ENLARGED FLOOR P1 ...41 • LIGE.IIING EQUIPMENT & LOADING LEVELS E1-60 - ISO BUILDING FNILARGTD FLOOR P FRG EQUIPMENT & LOADING LEVELS . • E161 ISO & TRANSFER BUILDING - ENLARGED FLOOR PI AN - UGHTI NG -- EQUIPMENT & LOADING LEVELS E '169 T50 BUILDING ----. ENLARGED FLOOR HAN LIGHTING ---- • LEVEL El 70 - ISO BUILDING ---. ENLARGED EEG. )0R LEVEL . Dr)kAri:E? ,11)N,41.-IIA„CT01;-. 1_1 LIC1-ITING , 110-4ITINC - DI Vd(' f . V22 1 c (' II' 2.21 - 1 -31G\ 1 AND - NEL) 11 f;l 1 ( 2', 1 .3 t__JUJ MISC:EL NEOUS 3151 .5f1j5[; RE:_lOYCL_NG BUILDING FLOG EFCMO.A1._ •UA7.1 • F. EL.! 55 5 ELEGTRI( PLAN AWOO -- AR T\lCI1iJ SUPPORT SITE PI....ANI 1-\ ---- ARTWORK SUPPORT FOUNDATION IP .A1\•1 5) .1 • ARTWORK SUPPORT FRAMING PLAN AWOOt --.-- ARTWORK. S.JPPO:Rc FOLI N 11).7-4 ON [, •AW005 - ARTWORK SUPPOTE • DETAII_S EX SEP 1 22011 . 1 ) G0(1%.- 09+0 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWING INDEX LITY FLOOR ROOF PLANS 5 IiTJR1(..A. . SCALE FPULITY ATTIC AND FOUNDAMN PLAN SCALE FIT,IHTY - ELECI I CAL DL fl).1 LS - REVIEWED FOFT CODE COMPLIANCE APPROVED JUL 3 0 2010 City of Tukwila BUILDING nivisION RECEIVED JUN 1 4 2010 PE RM 1 TCENTER PROJECT NUMBER: SHT. OF: 3 C00405C09 DRAWING NUMBER: G013 619 SYMBOLS CCCO 0 2.5% 4 EH IwI 0 0 a SURVEY CONTROL CIVIL CONTROL POINT EVERGREEN TREE DECIDIOUS TREE CUT /FILL SLOPE GRADE INDICATOR DRAINAGE INDICATOR EXISTING YARD LIGHT EXISTING LUMINAIRE EXISTING UTILITY POLE FENCE GATE DESIGNED IKS DRAWN ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" ROAD GEOMETRY POINT STRUCTURAL ANGLE POINT GRADING CONTROL POINT BORE HOLE SIGN ROCKERY FIRE HYDRANT EXISTING WATER METER EXISTING WATER VAULT EXISTING WATER VALVE WATER VALVE EXISTING STORM DRAIN CATCH BASIN EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING YARD DRAIN STORM DRAIN CATCH BASIN TYPE 1 STORM DRAIN CATCH BASIN TYPE 2 WITH STORM DRAIN CATCH BASIN TYPE 2 WITH SOLID LID/ SANITARY SEWER MANHOLE ANCHOR BLOCK CULVERT FLOW DIRECTION TEMPORARY OUTLET PROTECTION EXISTING ELECTRICAL EQUIPMENT LIGHT POLE BASE ELECTRICAL VAULT PIPE OR CONDUIT CAP SENSITIVE AREA CONTROL POINT C B A REV 6/10/10 1/8/10 IKS IKS IKS IKS CHK'D KRH KRH 1/8/10 7/31/09 DATE KRH KRH APP'D GRATE LINETYPES x T P T E E E E - Pw PW PW PW— ss SS SS SS - SD SD SD SD— UD UD UD TSD TSD TSD x T A A — ME 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 P P - >c >c >c--> >P >P - >P --> > T > T > T MAJOR 250- R 248 WUKIWOMMOMOIWIMMMOMOMOIMUMIMMEMMOMWM II will r...... Ell ...... r.. sill sill r mil ...O r.. m• NM — T MATCH BOUNDARY PROPERTY BOUNDARY CONSTRUCTION LIMITS WETLAND BOUNDARY CENTER LINE NEAT LINE FENCE EXISTING WATER EXISTING TELEPHONE EXISTING POWER ELECTRICAL CONDUIT POTABLE WATER SANITARY SEWER STORM DRAINAGE DRAIN UNDERDRAIN TEMPORARY STORM DRAIN COMPRESSED AIR ENCASEMENT DITCH /SWALE /STREAM CENTERLINE CONTRACTOR TRAFFIC, TWO -WAY CONTRACTOR TRAFFIC, ONE -WAY COMMERCIAL AND SELF -HAUL TRAFFIC, ONE -WAY TRANSFER STATION OPERATIONS TRAFFIC, ONE -WAY REMOVE OBJECT EXISTING GROUND (PROFILE) CONTOURS RETAINING WALL SILT FENCE ORANGE SAFETY FENCE GEOTEXTILE GEOTEXTILE DRAIN MAT PIPE SLOPE DRAIN (TESC PLANS ONLY) GRIND LINE GUARDRAIL GRADE BREAK LINE DEMOLITION FOOTPRINT BOUNDARY King County Department of Natural Resources and Parks Solid Waste Division } THESE LINETYPES ARE USED IN COMBINATION TO SHOW COMBINED TRAFFIC LANES YGO'O9 t MATERIALS /// 4 y W /IF \ /,\ X\ / /\ //< >o oo�o ooh 7000000 9 \0 / / / / / / / / / / / pfjpAtOloisil WW� Ma% •41 TYPICAL SECTION AND DETAIL REFERENCE SYSTEM SECTION CUT ON DWG 4 AND SHOWN ON 5: ON DWG 5 THIS SECTION IS IDENTIFIED AS: SECTION CUT ON DWG 4 AND SHOWN ON 4: IIW ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 DEMOLITION /REMOVAL (PLAN) WETLAND AREA (PLAN) HMA SURFACE (PLAN) HMA PAVEMENT (SECTION) CONCRETE (PLAN AND SECTION) GRAVEL BORROW (SECTION) EMBANKMENT FILL (SECTION) NATIVE SOIL (SECTION) SAND /CDF (SECTION) LIGHTWEIGHT BACKFILL (SECTION) BENTONITE (SECTION) QUARRY SPALLS (PLAN AND SECTION) PIPE BEDDING (SECTION) CSTC (SECTION) CSBC (SECTION) GRAVEL BACKFILL (SECTION) GRAVEL BACKFILL FOR DRAINS (SECTION) GRAVEL SURFACE (PLAN) TOPSOIL APPROXIMATE AREAS TO BE COVER WITH STRAW OR OTHER APPROVED GROUND COVER BMPPRIOR TO COMPLETION OF WORK APPROXIMATE AREAS TO BE COVER WITH PLASTIC SHEETING FOR LONG TERM SOIL COVER PRIOR TO COMPLETION OF WORK SECTION LETTER SECTION LETTER DWG ON WHICH SECTION IS CUT SECTION LETTER SECTION APPEARS ON SAME DWG AS CUT DWG ON WHICH SECTION APPEARS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LEGEND SEP.1 22011 DETAILS ARE REFERENCED IN A SIMILAR MANNER EXISTINGCEPT NUMBERS ARE USED INSTEAD OF LETTERS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 0 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 4 C00405C09 DRAWING NUMBER: G014 619 0 0 0 N 0 c ASSOCIATION OF STATE HIGHWAY AND TATION OFFICIALS OLT(S) RILE BUTADIENE STYRENE ONCRETE, ABOVE COUNTER CIRCUIT BREAKER CONRETE INSTITUTE L ONCRETE PAVEMENT DIFFERENCE WITH DISABILITIES ACT E SH FLOOR ATE U RAL SOCIETY FOR TESTING AND MATERIALS REATED BASE TRANSFER SWITCH PREVENTER N CE PREVENTOR ASSEMBLY CONDUIT, CONCRETE, CONDENSATE ED OUT ED AIR MANHOLE BASIN RITICAL WELD ETECTOR CHECK BACKFLOW PREVENTION DESIGNED IKS DRAWN ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" DF DI DIA DIM DO DPR DS DT DWG DWLS E EA ECC ED EEWS EF EFCP EL, ELEV ELEC ENTR EOP EPDM EQ SP EQUIP ESC ETC ETM EVC EVCE EVCS EW EXH EXIST EXP EXT F FCA FCO FD FDC FDN FEX FF FFE FG FH FHA FIN FIN GRD FL FLG FLR FLT FM FO FOC FOM FOR FOS FP FRIDGE FRP FS FT FTG FW G GA GAL GALV GE GEN GFCI GL GND GPM GV GWB GYP HB HC HDPE HI 6/10/10 C B A MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REV 1/8/10 1/8/10 7/31/09 DATE DRINKING FOUNTAIN DUCTILE IRON DIAMETER DIMENSION DOWN DAMPER DOWNSTREAM, DOWNSPOUT DOUBLE TEE DRAWING DOWELS EAST EACH, EXHAUST AIR ECCENTRIC EQUIPMENT DRAIN EMERGENCY EYE WASH STATION EACH FACE, EXHAUST FAN EXHAUST FAN CONTROL PANEL ELEVATION ELECTRICAL ENTRANCE EDGE OF PAVEMENT ETHYLENE PROPYLENE DIENE MONOMER EQUAL SPACING EQUIPMENT EROSION AND SEDIMENT CONTROL ET CETERA ELAPSED TIME METER END VERTICAL CURVE END VERTICAL CURVE ELEVATION END VERTICAL CURVE STATION EACH WAY EXHAUST EXISTING EXPANSION EXTERIOR FOOTING FLANGED COUPLING ADAPTER FLOOR CLEANOUT FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FINISHED FLOOR, FAR FACE FINISHED FLOOR ELEVATION FINISHED GRADE FIRE HYDRANT FIRE HYDRANT ASSEMBLY FINISHED FINISHED GRADE FLANGE FLANGE OR FLANGED FLOOR FILTER FORCE MAIN FACE OF FACE OF CONCRETE FACE OF MASONRY FUEL OIL RETURN FUEL OIL SUPPLY, FACE OF STEEL FIREPROOF REFRIGERATOR FIBER REINFORCED PLASTIC FAR SIDE, FLOAT SWITCH, FLOW SWITCH FOOT OR FEET FOOTING FIRE WATER GRATING. GAUGE, GAGE GALLON GALVANIZED GRATE ELEVATION GENERAL GROUND FAULT CIRCUIT INTERRUPT GLASS, GLAZING GROUND GALLONS PER MINUTE GATE VALVE GYPSUM WALL BOARD GYPSUM HOSE BIBB HOLLOW CORE, HANDICAP HIGH DENSITY POLYETHYLENE HIGH IKS IKS IKS IKS CHK'D KRH KRH KRH KRH APP'D HK HMA HM HORIZ HPU HRP HRW HT HW HWD HWT HWY HYD —5 D E N NC NFO NSUL NT NV SR W WWTF JAN JT L LA LAV LB LCB LCK LF LG LL LLH LLV LP LSL LT LVR MAN MATL MAX MB MBC MCC MCP 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 JANITOR JOINT FINAL ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 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 NTERSTATE 5 NSIDE DIAMETER NVERT ELEVATION NCHES NCLUDING NFORMATION NSULATION NTERIOR NVERT NTRINSICALLY SAFE RELAY RRIGATION WATER NDUSTRIAL WASTEWATER TREATMENT FACILITY LEACHATE, LENGTH, ANGLE LEASE AREA LAVATORY POUND LEACHATE CATCH BASIN LOCKER LINEAR FEET LANDFILL GAS LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL. LOW POINT LONG SLOTTED HOLE LEFT, LIGHT LOUVER MANUFACTURER MATERIAL MAXIMUM MOLLY BOLT METAL BUILDING CONTRACTOR MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTOR MEDIUM DENSITY OVERLAY MECHANICAL MEZZANINE MANUFACTURER MANAGEMENT MANHOLE MALLEABLE IRON MINIMUM MISCELLANEOUS MECHANICAL JOINT MONUMENT MOISTURE RESISTENT GYPSUM WALLBOARD MEAN SEA LEVEL MANUFACTURER'S STANDARDIZATION SYSTEM MOUNTED METAL NORTH NOT APPLICABLE NATURAL NORTHEAST NATURAL GROWTH PROTECTION AREA NOT IN CONTRACT NUMBER NOMINAL NORTH PROCESSING AREA NON— POTABLE WATER NEAR SIDE NOT TO SCALE NORTHWEST ON CENTER, OVER CURRENT OCCUPANTS OUTSIDE DIAMETER ODL ODH OH OL OPNG OPP OPS OS &Y OSA OWS P —LAM PB PBS PC PCF PDC PDH PDV PE PENET PERF PH PI PIV PJ PKWY PL PLAS PLC PLT POC PR PRC PRV PSE PSF PSI PT PV PVA PVC PVDF PVI PVMT PW R RA RCP RD REC RED REF REINF REQ RGS RM RO ROW, R/W RSTRM RT S SA SAFB SC SCH SCV SD SDCO SDMH SE SEC SED SF SH SHR SHT SIM SJ SK SL SLDG SMH ' 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 RESTROOM RIGHT SOUTH, SANITARY, SLOPE, SWITCH SUPPLY AIR SOUND ABSORPTION FIBER BOARD SOLID CORE SCHEDULE SECTIONAL CONTROL VALVE STORM DRAIN STORM DRAIN CLEANOUT STORM DRAIN MANHOLE SOUTHEAST SECTION SEDIMENT SQUARE FEET SCALE HOUSE SHOWER SHEET SIMILAR CONTRACTION JOINT SKYLIGHT SLOPE DRAIN SLIDING SEWER MANHOLE SNGL SOG SP SPA SPEC SQ SR SS SS /IND SSL SSMH SSR SST SSWA ST STA STC STD STL SUPT SUSP SW SWP T T &B TBD TD TEMP TESC THK TO TOC TOF TOG TOM TOS TOW TRTD TS TSD ISO TTB TVSS TYP UBC UD UDCP UG UH UHMW UL UNO UP UR US UT UYH V VAC VC VCT VDC VERT VEST VNR VPI VTR W W/ W/O WA WC WC(E) WCO WD WH WHS WNDW WNP WP WQ WR ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 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 ABBREVIATIONS EX WS WSDOT WTS WW WWF X STRONG XFMR YD SEP 1 2011 P&o9- 09(0 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT WATER STOP WASHINGTON STATE . DEPARTMENT OF TRANSPORTATION WELDED THREADED STUD WASTEWATER WELDED WIRE FABRIC EXTRA STRONG TRANSFORMER YARD REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 0 2010. City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 5 619 DRAWING NUMBER: G015 ABBREVIATIONS ® AT 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 AASHTO AMERICAN TRANSPORT B ACRYLONIT ABOVE ASPHALT C AUTOMATIC AMERICAN ACOUSTICA ASPHALT C ALGEBRAIC AMERICANS ADJUSTABL ABOVE FIN ALUMINUM APPROXIM ARCHITECT ASSEMBLY AMERICAN ASPHALT T AUTOMATIC AVENUE BACKFLOW BLACK IRO BUILDING BEST MANAGEMENT PRACTICE BOTTOM OF, BY OTHERS BOTTOM OF STEEL BOTTOM BACKFLOW BRACKET BEGIN VERTICAL CURVE BEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE STATION BOOT WASH CHANNEL, COMPRESS COMPRESS 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 CONFEREN 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 DOUBLE DEMAND C DOUBLE D ASSEMBLY DETAIL CONSTRUCTION LIMIT POINTS , NORTHING EASTING DESCRIPTION POINT 1 160565.38 1284825.91 2 16059 6.60 1284824.97 3 160689.57 1284880.73 START OF EXISTING FENCE 4 161414.24 1284980.38 START ALONG FACE WALL A 5 162425.03 1285134.39 END ALONG FACE WALL A 6 162460.34 1285179.49 START ALONG FACE WALL D 7 162468.93 1285287.10 END ALONG FACE WALL D 8 162425.15 1285385.38 START ALONG FACE WALL C 9 162086.77 1285546.55 END ALONG FACE WALL C 10 161672.90 1285870.86 AT PROPERTY LINE 11 161198.36 1285832.01 AT PROPERTY LINE 12 161088.38 1284969.08 AT FENCELINE 13 161226.77 1285034.83 AT FENCELINE 14 160851.96 1284972.77 15 160695.10 1284955.82 16 160557.62 1284907.27 17 160501.37 1284870.35 PROPERTY LINE DESIGNED IKS DRAWN JF VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D B A REV 6/10/10 1/8/10 IKS IKS KRH KRH 1/8/10 7/31/09 DATE IKS IKS CHK'D KRH KRH APP'D ER 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 SECTION 35. TOWNSHIP 23N. RANGE 4E LW 2445 +33.3 (215' RT) N 161925.88 E 1285046.93 l `: r -:� TREgM. E PLAN -` CONSTRUCTION LIMITS SCALE: 1"=100' GENERAL NOTES 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. VERIFY ALL EXISTING UTILITIES IN THE FIELD. FOR AID IN UTILITY LOCATION, CALL 1- 800 - 424 -5555, 48 HOURS (2 WORKING DAYS) PRIOR TO BEGINNING OF CONSTRUCTION. EXISTING UTILITIES, WHETHER SHOWN OR NOT, SHALL BE LOCATED PRIOR TO CONSTRUCTION SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND COSTS CONNECTED THEREWITH TO PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY. 2. CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY OF TUKWILA AND HIGHLINE WATER DISTRICT INSPECTORS PRIOR TO BEGINNING ANY WORK. 3. AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK, NOTIFY THE CITY OF TUKWILA UTILITIES INSPECTOR AT 206 - 433 -0179. REQUEST A CITY OF TUKWILA PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS (1 WORKING DAY) IN ADVANCE BY CALLING 206 - 433 -0179. 4. AT LEAST 72 HOURS (3 WORKING DAYS) BEFORE STARTING PROJECT WATER UTILITY WORK, NOTIFY HIGHLINE WATER DISTRICT AT 206 - 824 -0375. REQUEST A HIGHLINE WATER DISTRICT UTILITY INSPECTION AT LEAST 72 HOURS (3 WORKING DAYS) IN ADVANCE BY CALLING 206 - 592 -8944. CONSTRUCTION LIMITS zso ECK An SAIC Company. R.W. Beck, Inc. - - 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 -- '280 --- 4 - ; 6 SEP 1 2 201'i LW 2455 +00.0 (700' RT) 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. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED (215' RT) 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. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 0 2010 City of Tukwila BUILDING DIVIpSInN 100 = 100' - 0" - Scale King County Department of Natural Resources and Parks Solid Waste Division BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT GENERAL NOTES AND PROJECT AREA BOUNDARY RECEIVED JUN 14 2010 PERMIT CENTER 100 200 Feet PROJECT NUMBER: SHT. OF: C00405C09 6 619 DRAWING NUMBER: G016 W m w • ii N 0 0 >- N w 0 LL w m V 0 co d -J1 J 0 U EC 0 LL w ,J z u. CONTROL POINT TABLE Dji NORTHING EASTING HC 17 -7 (WSDOT)* 165,203.5902 1,285,446.2510 HC 17 -8 (WSDOT) 161,774.6040 1,285,016.9050 * NOT SHOWN ON PLANS • • EXISTING - - -- WALL A _ DESIGNED IKS DRAWN JF VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1 " A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE IKS IKS IKS IKS CHK'D KRH KRH KRH KRH APP'D 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 SECTION 35, TOWNSHIP 23N, RANGE 4E DRIVING RANGE. f L 11A King County Department of Natural Resources and Parks Solid Waste Division PLAN EXISTING CONDITIONS AND SURVEY CONTROL %f SCALE: 1 " = 80' GENERAL NOTES 1. SEE SPEC SECTION 01140 —WORK RESTRICTIONS FOR PROTECTION OF EXISTING FEATURES. 2. SEE UTILITES DWGS FOR APPROXIMATE EXISTING UTILITIES LOCATIONS. ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 PGD`1%.- SURVEY CONTROL 1. HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM, NORTH ZONE NAD83/91 PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING FAST — STATIC (GPS) METHODS. CONTROL WAS EXTENDED THROUGH THE PROJECT REACH BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY CONTROL MONUMENTS. 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988, NAVD88. VERTICAL CONTROL WAS EXTENDED THROUGH THE PROJECT REACH USING PUBLISHED BENCHMARKS FROM THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (VIA ELECTRONIC LEVELING). 3. SOURCE OF MAPPING: SURVEYS PERFORMED BY DUANE HARTMAN AND ASSOCIATES: ON MAY 4, 2007; AUGUST 16, 2007; FEBRUARY 12, 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. EXISTING WALL D 80 = 80' -0" Scale BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT EXISTING CONDITIONS AND SURVEY CONTROL . _ - HC 17 -7 (WSDOT) APPROX 1/2 MILE NORTH 280 SEP 1 2 2011 EVIEWED FOR DE COMPLIANCE APPROVED JUL 3 0 2010 City of Tukwila UILDING DIVIRInhl PROJECT NUMBER: RECEIVED JUN 14 2010 PERMIT CENTER 0 80 160 Feet C00405C09 SHT. 7 OF: DRAWING NUMBER: G017 619 0 o 0. 0 PROPERTY BOUNDARY 1: j?5 264, � . ,• e6,0 .62 .. 25 561 �: � ..�_ � . ` 250 ` ): _.,�. 2 5 \259 260 � L ,� � f -` 240 ,`L. ' \2J5 ....-„,_\.„,„,,,__,.., \ ,,230, :„,,,......,-::::„.„:___,,,,,„ \ „..,,,,,,,, r∎ "'44-::'-',<\\\ 225 �� „,, ::::::!"'i;.,\;:\;,:i.-'3:::.,\:::;,:kik\ 44 i,�a, \21 5 �.�, . • `, \ \ i �'. \245 FUELING FACILITY AND ENGINE GENERATOR SET WAST :HOLD WATER TANK WAF -� RAINWATER VAULT , 1. BUILDING LOCATIONS ARE AS FOLLOWS. BUILDING SURVEY CONTROLS TRANSFER/TSO BUILDING: GRID REFERENCE INTERSECTION A/11 N 162085.845, E 1285191.512 GRID ROTATION: 73.39 SCALE FACILITY: GRID REFERENCE INTERSECTION A/1 N 1 61535.380, E 1285094.790 GRID ROTATION: 87.21 RECYCLING BUILDING: SOUTHWEST CORNER N 161754.555, E 1285241.611 NORTHWEST CORNER N 161794.764, E 1285286.144 DESIGNED IK DRAWN ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D” DRAWING 0 1" A REV 6/10/10 1/8/10 DATE IKS IKS IKS IKS CHK'D PLAN SITE GRADING SCALE: 1 " = 80' KRH KRH 1/6/10 7/31/09 KRH KRH APP'D 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 EXISTING CELL TOWER ACCESS 4 ' King Couhty Department of Natural Resources and Parks Solid Waste Division z n DRIVING RANGE ELK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT GENERAL ARRANGEMENT SITE PLAN AND BUILDING CONTROLS REVIEWED FOR - DE COMPLIANCE APPROVED JUL 3 0 2010 City of Tukwila ILDING DIVIFInro ECEIVED JUN 4 2010 ERMIT CENTER 80 160 Feet PROJECT NUMBER: C00405C09 I SHT. OF: 8 DRAWING NUMBER: G018 619 w 0 w f 0 LL w CO Ct 0 CO J J U Et w J LL 0 U 0 LL 0 w � U) vJ J z LL 0-4 V V 41. or ..s 0_ PW - SD 0_ PW \ • Sn,‘ ------ I • .. .... . _ ... _ ... ___ ___ ...... .. . _ , . ..._ , _. L._ , _ _ _ ___ _______.____ .__ . .... ......... _ .... _. ... _ . _ .. _ _____ „.„. ---- - — . .... _ , .. _ . „ . __ _ _ • . . ___ • . __ ._____________.. _._._ . __,_ . _ . ..... _ .„_________ , . ._ ..__ . ., ... . ____ .,,__. ___._ _ _ _ ...,_. _ _ . „ , , . W w • I ... • . • < • T• • - • • - • •n ••■-•■ .• • • • • • . • _____•______.______________ __ ,••• ••• • .. •••_ • ••, .._•. . •• • • • ••••••, • _._• , • _ 7 17 :7: . - RETAINING WALL B SD — o6.o . 10 „ TRAILER YARD WEST TRUCK PAD SD SD HOT LOAD PAD CONTROL PANEL WI TYPE 2 BOLLARDS / P 0 I ELECTRICAL FUTORE, SCALE '-.HOUSE CO • „ 4 / , fAnf ri.J. LCB3 I PW PW PW SD DESIGNED BC DRAWN CW VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" W — SD SD I WASTEWATER DRAIN, TYP SD HOT LOAD PAD P1/11 - 7 poi PNEUMATIC VALVES AND VAULT D C B A REV EXISTING G RETAININ WALL A Co•• 6/10/10 1/8/10 1/8/10 7/31/09 DATE w - • - S „...,- ,4 0 111 I 1, ,, , . : FAG.” ITY ,4-- ,, ) 1 1 i ! , 4 1 . '''"-ta 0 I I 1111.' moo ' -----'''-' - ' Jill 7„--„="----:$i:=7„; I • t74.: __ SS SD IKS IKS IKS IKS CHK'D SD W — „ „ • SD SD s D SD- Su • , • / . SS'4H41 SS SS KRH KRH KRH KRH APP'D — SD SD SD SD 1, SD ..TYP 10:1 — \ \ '111 II I 1 • _ vo D S ; SS SECTION 35, TOWNSHIP 23N, RANGE 4E SD , SD SD -D SS • „,...._ (,„-- r,,,,, , ,,,,, , _,...._ ..,:,,„:„.,- •,„ , ,... \ f „, RETAINING WALL M FOOTING RETAINING WALL M \ A , , , , .------',--, , , . , 1, ‘ t 1 11, , 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 w _ SS SD SD Str c7° MH1A CD A, CO2 \ S ss CO3 so \ s'D .„ `P6\ "4 .. N SITE WASTEWATER SYSTEM SCALE: 1" = 20' \ 6 , \ RECYCLING \ BUILDING \ \ o \ \ SD s MATCH LINE - SEE DWG C100 PLAN ..r • ----- —1=-1=-7= _ • - _ . . CONSTRUCTION LIMITS, TYP 4 A3+O u_ ...... • .•_ •• •_ .... • ^ y ^ 0 0 e i ',„ ' ., . lb, :SN::1 -'- ,,,' ... • \ \ 1-- 7 i NI ,, '. 1 , ......' FUTURE FACILITY - i, \ ..„„ , so ' \ ,„, -,,,,,,, WASTEWATER i-D \ '\ \ , „. '- D t, ' < \_j ) ,, , , , -;• 7 ?,,,: : : ',./ CONNECTION NO. 1! i ,...\_____‘ s z) \ %Net King County Department of Natural Resources and Parks Solid Waste Division So ,., /.'" / / ,/ RETAINING: WALL / ' ,-, • ''. ,, ,,,, ,,,,'' / SD SD SD SD SD SD SD •• • ..• • --,,,, '' , SSWYE-2 , f-----. I I /L i - ''' - - .„, . , ........-,..,.—•,... ,....... ,,.., . . . ' r . I ., .-....,„ ' _,____,...---.'-- '-'.- 1 . 7 11■ ,L,, ,. k ..' _...---- '' ' 4 4 \ , OTFT, a 4 -, -- 47,T:',71: ,o .. : • . , •44 ' . • • .., . , ; ^ . , • , It -' • , . i 1 1 i . . ' ' . !''' - ' 6 • • ' RETAINING WALL -L FOOTING I r , SS TB N . 1. 1 , NS ,,/ A • J/,,' . 4 • ' - N '" , - , "N ■ N N, \ \ \i ''' 4 ,, ,A. \ 1-FL. -1 "I • ' ' , t N '''N\. ' \"% \,, ,. .,,,,, ', '-,.\:-. ................ 'i . •. - .N -. . • - . - . ,...., • -r, . i,,,,,,,,,,VI ii..,_ . ,... :, ..-.... --,.........-... ...........1 ■ - . s .. . tou.....3,...","......4, no row vnaull.. PIPE TRENCH DETAIL, TYP w T(909%D`i(p • • • • • ,/ -",„•• RETARINGWALL K FOOTING, jJ RETAINING/ WALL K cr" ROAD A 20 Scale 0 SOUTH PROCESSING AREA (SPA) 11Wil[CK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 EXISTING 'r RETAINING\ WALL F , 20 Feet 40 W — LCB2B GENERAL NOTES 1. THE SITE WASTEWATER SYSTEM WILL BE CONSTRUCTED IN TWO PHASES -- MILESTONE 2 AND MILESTONE 3 -- TO PROVIDE FOR CONTINUOUS OPERATION DURING PROJECT CONSTRUCTION. ALL SITE WASTEWATER SYSTEM PIPING AND EQUIPMENT SHOWN ON THIS SHEET IS CONSTRUCTED FOR MILESTONE 3. 2. EXISTING AND NEW SITE WATER AND SURFACE WATER UTILITIES SHOWN FOR REFERENCE. FOR WATER AND SURFACE WATER UTILITIES, SEE DWGS C082 THRU C098 AND C111 THRU C128 RESPECTIVELY. 3. SEE DWGS C102 THRU C104 FOR SITE WASTEWATER SYSTEM PIPE PROFILES. 4. SEE DWG C110 FOR WASTEWATER EQUIPMENT SCHEDULES. 5. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE WASTEWATER SYSTEM DRAWINGS. 6. ELECTRICAL CONDUIT LOCATIONS SHOWN ONLY FOR MAJOR RUNS. SEE DWGS E030 AND E031 FOR ALL ELECTRICAL CONDUIT LOCATIONS. KEYED NOTES (2) CAP WASTEWATER LINE. MARK LOCATION OF END CAP FOR FUTURE USE WITH FLEXIBLE UTILITY MARKER POST INDICATING PIPE INVERT, DIAMETER, AND MATERIAL. SEE SITE WASTEWATER SYSTEM PROFILES FOR OUTSIDE DROPS REQUIRED. SEE DWG C102, PROFILE WW-A AND DWG C103, PROFILE WW-E. SEE DWG M301 FOR SCALE HOUSE BUILDING SERVICE ENTRY LOCATION. SEE DWG M401 FOR RECYCLING BUILDING SERVICE ENTRY LOCATION. SEE PROFILE WW-A DWG C102. SEE PROFILE WW-B DWG C102. SEE PROFILE WW-C DWG ek SEE PROFILE WW-D DWG C102. SEE PROFILE WW-E DWG C103. SEE PROFILE WW-F DWG C103. SEE PROFILE WW-I DWG C103. SEE PROFILE WW-J DWG C103. SEE PROFILE WW-K DWG C104. SEE PROFILE WW-L DWG C104. SEE PROFILE WW-M DWG C104. SEE DWG S015 FOR TYPE 2 BOLLARDS. SEE DWG 5309 FOR SCALE UNDERSLAB DRAIN LOCATIONS. SEP 1 2 2011 SITE WASTEWATER SYSTEM PLAN REVIEWED FOR CODE COMPLIANC APPEMED JUL 3 0 2010 City of Tukwila BUILDING DIVISION-, SCALE: NTS '•••-• UTILITY KEY MAP BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT RECEIVED ( JUN 1 4 2010 ERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 89 619 DRAWING NUMBER: 0099 CD N. (2) TIES AT TOP AI L TOC EL 268.90' SECT CAST—IN TUBE AND CONDUITS AS REQUIRED FOR PNEUMATIC TUBE SYSTEM, COORDINATE LOCATIONS WITH ACCESSORY LAYOUT SLAB—ON—GRADE EL VARIES TYP SLAB REINF C.) SECTION MATCH PEDESTAL DIM, EACH WAY SCALE PIT ACCESSORY PEDESTAL SCALE FACILITY 1 = 1 1" CLR DESIGNED M. LEONARD DRAWN S. HESS VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" PEDESTAL DIMENSIONS PER PLAN #4 TIES r #5 VERT J ©16" OC MAX CONCRETE PEDESTAL MIN D C B A REV a SCALE SIDE RAIL 7,7 6/10/10 1/8/10 1/8/10 11/17/09 DATE 12" #4 \ ©16" OC EACH WAY CHK'D APP'D DRAIN LOCATIONS DRAIN LOCATIONS .:.:.:.:.:.:.:.:.. ELEV 266.40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 OP ELEV 266.00 ELEV 266.00 ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38'_0" 266.00 30'-0" ELEV 266.00 NOTE 1 .......... .......................... . ................................................................. . . . . ............."..." . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......................................... .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEV 266.40 FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 ISSUED FOR FINAL INTER—DISCIPLINARY REVIEW REVISION DESCRIPTION NOTE 1 ELEV 266.00 ELEV 266.54 ELEV 266.40\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEV 266.00 ELEV 266.00 . . . . . , . . ............................ . . . . . . . . . . . ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. . . . . . . . ............................ :::..... .:::.:.::. . . .. . .................... ........ ...... ......................................... . . . . . . . . . . . . . . . . .'.'.'.'.'. :.'.'.' . . . . .:.:.:.:.:.:.:.:.: ............................................... . . ...V.V.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • ' • ' . . . . . . . . . . . • ' . . . . . . . . . . . .......:." " ' • ........ . . . . . . . . . . . . . .............. ........ ......... .............. ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................. .................. ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EL 33'-0" .'.'.'.'.'.'.'. . . .......................... .......... ................................................. .......................................... ................................ ................................. ................................................. UNDERSCALE SLAB PLAN SCALE FACILITY UNDERSCALE SLAB PLAN 1/8" = 1' —0" tgil King County Department of Natural Resources and Parks Solid Waste Division ELEV 266.40 . . ............................. . . . . . . . . . . ....... ........................................................... ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................................................... ....................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • " ' " " ' • " ' • " " ' • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... • • • • • . • • • • • • • • . • • . . • .• . . • .• • ... • • • . • • • • .• . . ..... .... %V..' '.'. • • • • .• • •••• • .• .• .. .• • .•••• • • • • • . . • • • • • • • • • • . • . .... • .• 6 • • • • • • • • • • • • • • . • • • • • . • • • • . • • . • • • • .. • • • • • • • • • • • . • • • • . • • • . • • • • • • • • • .• • • • • • • • • • • • • • • • • • • • . • •••••••... ••• •••••••••••• • • •••••••••••.••••.• • ..•.....••• ... • . . . . . . . . . . . . . . . :. • . . . . . . " " • . . . . . . . . . . . . . . . . . 35'-0" ELEV 266.40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... . .... . . . . .'.'.'.'. . . . . . . . . ..................................... ............................................ . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . ....... ....................... . ................. ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '.'......................."......."... ....................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . ...................................... . ....."........................................ .... .................. ........ .................. .......... .................. ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ....................... ..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'." ....................... . . . . . . . . . . . . . . ELEV 266.00 • • • • • • • • • • • . . . . . . . . . . . . . . . . ................................................ . .:.:.:.:.:.:.:,:.:.:.:.:.:.:.:.:.:.:.:. • • . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .........:.:.:.:.:.:.:.:. ......................... ............................................................... . . . . . . . ....... ............. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . ELEV 266.00 7'—l" / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...........'... ..........."..................... ......................... .................. ............... ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. ...... .................. .......................... • . . . . . . . . . . . . . . • • • • • • • • • • . • • • • , . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • • • • • . ....•.. . .. ......... ELEV - - -. E • L ........... ........... • " • • • " • " :................. . " ' " " ELEV 266.40 S302, S305, S306 66 ELEV 266.40 10' — 266.00 NOTE 1 . . . ......*:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEV 266.40 . . ....... . . . . . ::•:•:•:•:•::•::::::•::::::•:•.•:::•.:::.:. ........ ....... . . . . ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................................... ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... :.:.:.:.:.:.:.:.:. .... .............. ....... ........... ' • : : : : : : : : . . . . . . : : : . . ELEV 66.00 LOAD CELL PEDESTAL PER F U .............................. . . . 0 :::::: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ::::::::::::::.*::::: . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ........ .. ............ . • • : ••. ••. ••. •: •: : •. •. •. : : •. : : : : : : : : : : : : : : : : : : •. : . : . : . : . : . : . : . • : : : ........... : : : • • ................... . ...... ........ . ........... ........................ ................................ ........................ ......... .... . ..................................... . . :• CTJ . . . . . . . . . . ...... .........: . . . . . . . . . . . . . . •. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ .............. ........... .:.:.:.:.:.: . . . . . . ...:.............. . . . . . . . . . ....... . . .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:.:...:.:.:.. ................. M L A 11.111M1111 Engineering, plic 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 ELEV 266.40 CTJ:: CTJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................... . . . . . . . . . ' . ' . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . " . . . . . . . . . . . . . :::::::::. :::::::. • . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • . . . . . . . . . . ' • . . . . . ............... . . .................................................. . . . . . . . . . . . . . . . . . .............:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: ................................................. .........:.:.:.:.:.:.:...:.:.:.:.:.:.:.:.:.:.:.:.: .:.:.:.::::::::::::::::.:.:.:.:.:.: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... ELEV 266.40 — SCALE HOUSE, SEE A/S311 FOR SLAB—ON—GRADE ?GO 050 DRAIN / LOCATIONS ELEV 266.00 LEGEND: CTJ SLAB CONTROL. JOINT (NOTE 2) X FLOOR DRAIN (NOTE 3) CONC PAD OR PEDESTAL ABOVE PER S301, S302 REVIEWED FOR CODE COMPLIANCE APPMWEll JUL `Li U 2.ild City of Tukwila BUILDING nlIngokr BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY UNDERSCALE SLAB PLAN EX SEP 1 2 2011 NOTES: 1 . 4" SLAB—ON—GRADE WITH #4 @ 16" OC EACH WAY, CENTERED IN SLAB. ELEVATIONS NOTED ARE TOP OF SLAB AT SLAB EDGE. 2. SLAB CONTROL JOINTS SHALL BE TYPE CTJS2, UNO CONTINUE ACROSS SLAB AS SHOWN EXCEPT PROVIDE ISOLATION JOINT PER 3/S307 AT LOAD CELL AND PLATFORM PEDESTALS. JOINT LAYOUT MAY DIFFER BASED UPON ACTUAL SCALES AND FOUNDATION ARRANGEMENTS PROVIDED. SUBMIT PROPOSED JOINT LAYOUT TO PROJECT REPRESENTATIVE FOR REVIEW. •3. SEE 1/S308 FOR SLAB DETAIL AT FLOOR DRAINS. 4. MECHANICAL AND ELECTRICAL PENETRATIONS THROUGH SLAB—ON—GRADE, INCLUDING UTILITY VAULTS AND TEST WELLS, ARE NOT SHOWN. CONTRACTOR SHALL VERIFY AND COORDINATE REQUIRED PENETRATIONS WITH ALL TRADES. RECEIVED JUN 1 4 2010 PERMITCENTER 0 8' 16' 1/8"=1' Scale PROJECT NUMBER: C00405C09 Feet SHT. OF: 287 DRAWING NUMBER: S309 619 OPENING SCHEDULE FROM — TO N0. NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES PENET TYPE PENET TYPE HEIGHT AFF PAN /ELEVATION DETAIL GV8 H 8 VIVf illS pk, E D SEP 1 2 2011 COMPACTOR LEVEL — TSO BUILDING COMPACTOR LEVEL — TSO BUILDING CONTINUED C01 —006 40 4" DIA WALL M114A RAINWATER SUCTION LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 1-1/4" TEPID WATER INSULATED PIPE 41 8" DIA WALL M114 SOIL WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 36 4" NPW INSULATED PIPE 42 8" DIA WALL M114 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 37 4" DIA FLOOR 4" NPW INSULATED PIPE 48 24" DIA WALL M115 SIZE INDICATED IS NOMINAL PIPE DIAMETER 38 12 "x24" FLOOR 24" ROUND EXHAUST DUCT C06 SPACE ABOVE RESTROOMS /BREAK ROOM 49 13 "x13" WALL BASKET DRAIN BD -1 M115 39 4" DIA FLOOR M111 9 "x9" — 2" LINED SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 54 24" DIA WALL SIZE INDICATED IS NOMINAL PIPE DIAMETER M115 SEE DETAIL FLOOR M111 3/M109 24" ROUND EXHAUST DUCT C06 SPACE ABOVE RESTROOMS /BREAK ROOM C01 —007 30 24" DIA WALL 12 "x24" FLOOR M115 M111 E/M117 BASKET DRAIN BD -1 60 5" DIA CEILING E106 A/M117 COMPACTOR BAY VAULT NO. 1 HPU FEEDER — 3 ", P008 61 5" DIA CEILING M111 E106 LEACHATE WASTE CLEANOUT HPU FEEDER — 3 ", P009 62 5" DIA CEILING B/M117 E106 COMPACTOR BAY VAULT NO. 2 45 HPU FEEDER — 3 ", P010 63 5" DIA CEILING E106 BASKET DRAIN BD -1 46 4" DIA FLOOR HPU FEEDER — 3 ", P011 C01 —008 31 24" DIA WALL M115 SIZE INDICATED IS NOMINAL PIPE DIAMETER 47 4" DIA FLOOR M111 C01 -108 60 4" DIA CEILING SIZE INDICATED IS NOMINAL PIPE DIAMETER E106 6" DIA FLOOR M111 2" FEEDER TO DUST COLLECTOR DISC. SW — P015 C01 -109 60 4" DIA CEILING 6" DIA FLOOR E106 M111 FEEDER TO 2T1 — 2 -1/2 ", P028 C01 -111 01 6'x10' CEILING M111 F/M117 HEATING WATER MANHOLE 51 02 6'x10' CEILING D/M117 COMPACTOR BAY DRY VALVE VAULT 52 SEE DETAIL FLOOR CO1A —SUF 30 4" DIA FLOOR M111 BOOT WASH 53 6" DIA FLOOR METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 4" DIA FLOOR M111 SIZE INDICATED IS NOMINAL PIPE DIAMETER 54 4" DIA FLOOR LEACHATE WASTE SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 12 "x24" FLOOR SOIL WASTE LINE M111 C01 —EXW 55 6" DIA WALL BASKET DRAIN BD -1 33 4" DIA FLOOR LEACHATE WASTE LINE M111 C01 —ELEV 30 6 "x6" WALL LEACHATE WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER CO1A —SUW 42 14" DIA WALL SIZE INDICATED IS NOMINAL DUCT SIZE M112A 32 6 "x6" WALL M113 10" FIRE SPRINKLER VERIFY SIZE WITH SPRINKLER CONTRACTOR 43 4" DIA WALL SIZE INDICATED IS NOMINAL DUCT SIZE M112A 31 6 "x6" WALL M113 4" DOMESTIC WATER SERVICE SIZE INDICATED IS NOMINAL PIPE DIAMETER 44 6" DIA WALL M112A 4" DIA CEILING M112A 6" RAINWATER SUCTION LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 60 4" DIA WALL 16' -0" E101 6 "x6" WALL M113 FEEDER TO 4N1 — 2 ", P032 61 4" DIA WALL 16' -0" E101 TELECOMM TO E115 — 2 ", T331 62 4" DIA WALL 16' -0" E101 TELECOMM TO E115 — 2 ", T331 CO1A —STC 36 8" DIA WALL E050 M121 4" NPW INSULATED PIPE 37 42 "x24" WALL M113 HPU FEEDER — 3 ", P009 DUCT SIZE INDICATED IS NOMINAL DUCT SIZE CO1A -105 36 6" DIA CEILING M112A HPU FEEDER — 3 ", P010 63 5" DIA WALL 6" HUB DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 37 8" DIA CEILING M112A HPU FEEDER — 3 ", P011 64 • 16 "x4" WALL 18' -0" 4" DOMESTIC WATER SERVICE INSULATED PIPE 38 6" DIA CEILING M112A 65 16 "x4" WALL 14' -0" E105 3" NPW INSULATED PIPE 39 4" DIA CEILING BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT M112A 4" DIA WALL 16' -0" E050 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 40 14" DIA CEILING 67 M112A 16' -0" E050 10" FIRE SPRINKLER RISER VERIFY SIZE WITH SPRINKLER CONTRACTOR 41 8" DIA CEILING 4" DIA WALL M112A E050 4" NPW INSULATED PIPE CO1A -120 01 18" DIA CEILING E050 „ �, A ■• .A MANHOLE SIZE INDICATED IS MANHOLE SIZE 34 4" DIA CEILING M103 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 35 4" DIA CEILING M103 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER CO2 —SUF 30 12 "x24" FLOOR M111 E/M117 BASKET DRAIN BD -1 31 SEE DETAIL FLOOR M111 C/M117 TOP LOAD BAY VAULT 32 SEE DETAIL FLOOR M111 3/M109 BOOT WASH 33 SEE DETAIL FLOOR M111 3/C109 COMPRESSED AIR MANHOLE CAMH -1 34 SEE DETAIL FLOOR M111 3/C109 COMPRESSED AIR MANHOLE CAMH -2 CO2 —EXW 30 6" DIA WALL M112 2" NPW INSULATED PIPE CO2 —006 39 6" DIA WALL M114A 3" NPW INSULATED PIPE 52 48 "x36" WALL M115 EXHAUST GRILLE /PLENUM SIZE INDICATED IS NOMINAL GRILLE SIZE 53 12 "x12" WALL M114-A EXHAUST LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE CO5— SUW —SUF 30 4" DIA WALL M112 4" RAINLEADER SUB —GRADE WALL UP THROUGH FLOOR — BLOCKOUT 32 6" DIA WALL M112 6" RAINLEADER SUB —GRADE WALL UP THROUGH FLOOR — BLOCKOUT CO5 —SUW 60 6" DIA WALL 12' -0" E050 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 61 6" DIA WALL 12' —O" E050 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 62 6" DIA WALL 12' -0" E050 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 63 6" DIA WALL 13' —O" E050 E049 REVIEW ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 64 6" DIA WALL 13'-0" E050 E049 D FOR CODE COMPLIANCE ELECTRICAL SERVICE ENTRANCE CONDUIT, 4", P001 65 6" DIA WALL 13' -0" E050 E049 APPre,nVED ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 66 6" DIA WALL 13' -0" E050 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 67 6" DIA WALL 12' -0" E050 E049 JUL. 6 U LUII TELECOMM SERVICE ENTRANCE CONDUIT, 4" 68 6" DIA WALL _ 12' -0" E050 E049 _ City ofTukwila TELECOMM SERVICE ENTRANCE CONDUIT, 4" TELECOMM SERVICE ENTRANCE CONDUIT, 4" 69 6" DIA WALL 12' -0" E050 E049 _ 70 6" DIA WALL 12' -0" E050 E049 BUILDING nI1/IRInAi 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 TELECOMM CONDUIT, 4" — FUTURE MAINTENCE, T328 73 6" DIA WALL 12' -0" E050 E049 TELECOMM CONDUIT, 4" — FUTURE MAINTENCE, T328 74 6" DIA WALL 12' -0" E050 E049 RECEIVED TELECOMM CONDUIT, 4" — FUTURE S PROCESSING BLDG, T327 CO5 -102 60 6" DIA CEILING E050 E049 JUN 14 2010 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 61 6" DIA CEILING E050 _ E049 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 CONTINUED ON A017 FERMI UtNTER OPENING SCHEDULE FROM — TO A NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES PENET TYPE HEIGHT AFF PLAN /ELEVATION DETAIL aVJ H 8WVP illS COMPACTOR LEVEL — TSO BUILDING C01 —SUF 34 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 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 M111 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 M1 11 3/M 109 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 —0O5 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 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' -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 ", T331 _ 62 4" DIA „ , WALL „ 16� '0 " E050 „ �, A ■• .A FEEDER TO 2T1 — 2-1/2", P028 0 U W m QC N N) E co O 0 N <EY TO OPE \I \G SCHEDULE: 1. OPENING FIST IN COORDINATION OF THE WORK OF TRADES. CONTRACTOR IS RESPONSIBLE FOR VERIFYING WHETHER LISTED ON THE OPENING SCHEDULE OR NOT. 2. LOCATION OF PENETRATION SHALL BE REVIEWED IN THE FIELD WITH PROJECT REPRESENTATIVE. 3. OPENINGS THE NUMBERS ASSIGNED TO THE TWO ROOMS OR SPACES AND BY A DISCRETE OPENING A. ON THE OPENING SCHEDULE, THE LOWER NUMBERED ROOM OR SPACE IS LISTED FIRST. FOR VERTICAL PENETRATIONS, RC....._ V.. SPACES ON — _.. —.. - -. --- 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 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 CO5- 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 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE CC CC CC CC CHK'D DB DB DB DB APP'D 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 La King County Department of Natural Resources and Parks Solid Waste Division 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 TG03- D sib PROJECT NUMBER: SHT. 323 C00405C09 OF: 619 DRAWING NUMBER: A016 - 0 CI) —J Z LL OPENING SCHEDULE NOMINAL SIZE LOCATION w 0 F— w W a_ U- U- I— = cD W DETAIL /SECTION 0 i— Q w J W J W W m Q J J _ DESCRIPTION FROM — TO cn EQUIPMENT LEVEL — TSO BUILDING CONTINUED FROM A017 NOTES 31 32 33 34 30 30 31 32 33 34 30 30 31 30 31 31 32 31 32 33 30 31 32 33 34 30 31 30 31 32 30 60 32 30 30 31 32 31 30 31 8" DIA 8" DIA 8" DIA 2" DIA 13 "x10" 8 "x6" 4 "DIA 4" DIA 8 "DIA 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 6" DIA SEE NOTE SEE NOTE 13 "x10" 6" DIA 4" DIA 4" DIA 2" DIA 13 "x10" 4" DIA 4" DIA 12"x12" 8" DIA 8" DIA CEILING CEILING CEILING CEILING CEILING WALL WALL WALL WALL WALL CEILING WALL WALL CEILING CEILING CEILING CEILING WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL CEILING CEILING CEILING WALL FLOOR CEILING WALL WALL WALL 7' -0" CEILING CEILING M124 M124 M124 M124 M122 M122 M124 M124 M193 M193 M124 M126 M126 M127 M127 M105 M104 M126 M125 M125 M103 M125 M124 M194 M194 M137 M137 M126 M126 M126 M126 El 09 M124 M112A M122 M124 M124 M122 M124 M124 1,4/A17€ 1/A176 3/A176 3/A176 2/A173 2/A176 FIRE SPRINKLER FIRE SPRINKLER FIRE SPRINKLER FLOOR DRAIN CEILING EXHAUST FAN EXHAUST DUCT 2" NPW 1-1/2" TEPID WATER FIRE SPRINKLER FIRE SPRINKLER SHOWER DRAIN TRANSFER GRILLE OPENING EXHAUST GRILLE OPENING DUST COLLECTOR EXHAUST OUT COMPACTOR LEVEL EXHAUST OUT 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 2" CWS INTAKE LOUVER EXHAUST LOUVER CEILING EXHAUST FAN SUPPLY DIFFUSER 4" SOIL WASTE FLOOR DRAIN CEILING EXHAUST FAN 1-1/2" TEPID WATER 2" NPW EXHAUST LOUVER 4" NPW UP THRU CHASE LID 4" VENT UP THRU CHASE LID 103 -218 104 105 -110 ALLOCATED SPACE FOR SPRINKLER RISER 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 OPENING SCHEDULE FROM — TO N NOMINAL SIZE LEVEL 2 — ISO BUILDING CONTINUED 208 32 6 "x6" 208 -209 33 10" DIA 208 -210 34 12" DIA 35 6" DIA 208 -220 36 14" DIA 209 -210 36 12 "x8" LOCATION w m F— LU z W 0 CEILING WALL WALL WALL WALL WALL 0 w W 0 J W DETAIL /SECTION W CO Q DESCRIPTION M133 EXHAUST GRILLE OPENING M133 SUPPLY DUCT M132 SUPPLY DUCT M133 EXHAUST DUCT M133 SUPPLY DUCT M134 TRANSFER OPENING NOTES SIZE INDICATED IS NOMINAL GRILLE 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 GRILLE SIZE 105 -112 106 -215 107 -109 108 —EXW 108 —EXR 108 -109 108 -111 108 -205 109 —EXW 109 -116 109 -119 109 -202 109 -207 110 —SUF 110 SUPPLY DUCT RETURN AIR OPENING VENTILATION AIR SUPPLY DUCT SUPPLY DUCT SUPPLY DUCT INSULATED PIPE INSULATED PIPE SIZE INDICATED IS NOMINAL DUCT SIZE INSULATED PIPE INSULATED PIPE 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 110 - 111 110 -120 116 —UP LEVEL 201 -202 RETURN DUCT SUPPLY DUCT RETURN DUCT SUPPLY DUCT RETURN DUCT SUPPLY DUCT 202 —CH 1 202 -203 202 -220 203 —CH1 203 -220 2 204 -205 204 -220 205 -206 205 -220 206 -220 207 207 -208 TSO BUILDING 30 18" DIA 31 24 "x24" 37 16" DIA 38 16" DIA 32 14" DIA 33 34 35 16" DIA 14" DIA 12" DIA RETURN DUCT SUPPLY DUCT SUPPLY DUCT 36 VENTILATION AIR SUPPLY DUCT TRANSFER AIR OPENING 60 30 31 30 31 32 33 33 34 EXHAUST GRILLE OPENING EXHAUST DUCT 60 61 62 63 64 30 31 26 "x18" 4" DIA 16" DIA 26 "x18" 10" DIA 10" DIA 12" DIA 10" DIA 16" DIA 14" DIA 5" DIA 5" DIA 5" DIA 5" DIA 4" DIA 6 "x6" 6" DIA WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL WALL CEILING WALL 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON M133 M134 M133 M133 M133 10' -6" 9 , -6 " 9 , -6 " 9' -6" 9 , -6 " 10' -6" DESIGNED M133 M133 M133 M133 E116 M133 M133 M133 M133 M133 M133 M133 M133 E116 E116 E116 E116 E116 M133 M133 S. FISCHER INSULATED INSULATED SUBJECT TO FIRE SPRINKLER DESIGN 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 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 INSTALL THRU WALL W/ ACOUSTIC WALL SEAL 19' -6" WIDE x 5' -2" HIGH 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 DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE RETURN AIR DUCT CC CC CC CC CHK'D DB DB DB DB APP'D 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 SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE 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 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 SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE King County Department of Natural Resources and Parks Solid Waste Division 210 —EXR 31 6" DIA CEILING M132 210 -211 30 6" DIA WALL M132 211 30 8 "x8" CEILING M132 211 —EXR 31 14" DIA CEILING M105 212 212 —EXR 32 4" DIA CEILING M105 212 -213 212 -219 213 213 -219 CRAWL —SUW CRAWL CRAWL —CHASE CRAWL -501 CRAWL -503 501 —EXR 501 —ATTIC 503 —ATTIC 503 -505 504 —ATTIC 505 —ATTIC 506 —ATTIC 507 —ATTIC ATTIC— EXW ATTIC— EXR 601 —EXR 30 31 33 34 35 36 60 61 62 63 30 31 32 33 214 -215 30 8" DIA WALL M132 215 31 8 "x8" CEILING M132 216 -217 30 12" DIA WALL M132 217 31 8 "x8" CEILING M132 EXHAUST GRILLE OPENING FLOOR DRAIN SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS DRAIN PIPE SIZE 218 31 8 "x8" SCALE FACILITY — SCALEHOUSE SUF —CRAWL 30 2" DIA 31 32 30 31 32 33 34 35 36 01 37 38 39 40 33 41 42 01 51 52 47 48 49 50 45 46 44 35 36 8 "x8" 6" DIA 12" DIA 14" DIA 16" DIA 8 "x6" 6" DIA 6" DIA 6" DIA 6" DIA 8 "x8" 6" DIA 8 "x6" 14" DIA 2" DIA 4" DIA 6" DIA 12 "x12" 20"X10" 9" DIA 9" DIA CEILING CEILING WALL WALL WALL WALL WALL WALL WALL WALL CEILING CEILING WALL WALL CEILING FLOOR FLOOR FLOOR SLEEVE WALL FLOOR FLOOR FLOOR 9 ' -6 " 9 , -6 " 9 , -6 " 9 , -6 " 9" DIA 9" DIA 2'x2' 9" DIA 16 "x8" 16 "x8" 16 "x8" 4" DIA 10" DIA 10" DIA 2'- 6 "x4' -6" 20 "x20" 20 "x20" 6 "x6" 16 "x16" 6 "x6" 6 "x6" 24 "x24" 24 "x 12" 14" DIA 4" DIA 4" DIA FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR CEILING CEILING CEILING DOOR GRILLE DOOR GRILLE JUL a0 CEILING DOOR DOOR CEILING CEILING CEILING CEILING WALL WALL ROOF 34 4" DIA FLOOR CEILING CEILING M133 M133 M132 M133 M132 M132 E116 E116 E116 E116 M132 M132 M132 M132 M132 M301 M301 M302 M302 M302 M302 M302 M302 M301 M302 M302 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 www.kpg.com M132 MPG. 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627-0720 EXHAUST DUCT UP TO ROOF CAP RC—T1 SIZE INDICATED IS NOMINAL DUCT SIZE EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE SUPPLY DIFFUSER SIZE INDICATED IS NOMINAL DUCT SIZE 4" PLUMBING VENT THRU ROOF SIZE INDICATED IS VENT PIPE SIZE SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE WALL SUPPLY REGISTER SIZE INDICATED IS NOMINAL REGISTER SIZE TELECOMM CONDUIT, 4", T332 TELECOMM CONDUIT, 4", T332 TELECOMM CONDUIT, 4", T332 TELECOMM CONDUIT, 4", T332 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 4" PLUMBING VENT THRU ROOF SIZE INDICATED IS VENT PIPE SIZE WALL SUPPLY REGISTER SIZE INDICATED IS NOMINAL REGISTER SIZE SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE DUCT RISER TO EF—T4 EXHAUST GRILLE OPENING SUPPLY DUCT SUPPLY DUCT EXHAUST GRILLE OPENING FLOOR DRAIN METHANE VENT REFRIGERATION SLEEVE DUCT OPENING FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER 4" METHANE VENT THRU ROOF DUCT RISER DUCT RISER METHANE VENT M401 4" METHANE VENT THRU ROOF M401 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL DUCT SIZE SUPPLY DUCT IZE INDICATED IS NOMINAL DUCT SIZE FLOOR REGISTEpxp IZE INDICATED IS NOMINAL FLOOR REGISTER SIZE FLOOR REGISTE SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE RFvIFWEDFOr RETURN GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 2010 SIZE INDICATED IS NOMINAL GRILLE SIZE _PtiltDMIG UIVISIng EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE EXHAUST GRILLE OPENING LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE FRESH AIR INTAKE DUCT SIZE INDICATED IS NOMINAL DUCT SIZE RECEIVED RECYCLING BUILDING 31 SEE DWG FLOOR M401 A/M401 TRENCH DRAIN 1 2010 33 4" DIA FLOOR METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 2" DIA FLOOR FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE PERMITCENTER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS NOMINAL PIPE DIAMETER BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE ? 9"" PROJECT NUMBER: C00405C09 SFIT. OF: 325 619 DRNMNG NUMBER: AO 1 7A eNi cri a) U. co MECHANICAL LEGEND SYMBOL DESCRIPTION WATER FLOW METER e 4 UNDERGROUND PNEUMATIC RACEWAY THERMOMETER IN THERMOWELL • CA PRESSURE GAUGE WITH SNUBBER AND ISOLATION VALVE POINT OF CONNECTION PRESSURE SWITCH - PS NON- POTABLE WATER NPW SURFACE CLEANOUT HOT WATER (120 PRESSURE SENSOR C HOT WATER (140 - -140 TEMPERATURE SENSOR IN THERMOWELL HOT WATER CIRCULATING (120 °) - - - M WASTE MOTORIZED CONTROL VALVE ►. VENT M -II- RAIN WATER MOTORIZED BUTTERFLY VALVE LEACHATE WASTE FLOW CONTROL VALVE FCV RWS # NUMBER, POUND © # M• ., 1•E N •• , = IN• A •' SERVED. © # TEMPERATURE SENSOR WITH LOCAL ADJUSTMENT. # INDICATES EQUIPMENT SERVED 0 # THERMOSTAT, # INDICATES EQUIPMENT SERVED R # REVERSE ACTING THERMOSTAT # INDICATES EQUIPMENT SERVED ® # MOTION SENSOR # INDICATES EQUIPMENT SERVED el) CARBON MONOXIDE SENSOR # INDICATES EQUIPMENT SERVED HWS # CARBON DIOXIDE SENSOR # INDICATES EQUIPMENT SERVED so , # NITROUS OXIDE SENSOR # INDICATES EQUIPMENT SERVED CD SPEED CONTROLLER # INDICATES EQUIPMENT SERVED FUEL OIL RETURN (B20) CFM SIDEWALL SUPPLY REGISTER —' MPHVL— 16x10 SWR I -CFM SIDEWALL RETURN REGISTER r 10/4L DUCT (WIDTH, HEIGHT), L INDICATES LINED DUCT (DIMENSIONS CLEAR INSIDE) FIRE SPRINKLER F DUCT (FIRST FIGURE, SIDE SHOWN) 20/12 CONDENSATE LINED DUCT, INSIDE DIMENSION (FIRST FIGURE, SIDE SHOWN) 1" LINER EXCEPT WHERE INDICATED, I.E. 20/12L (2 ") C FIRE 20/12L PIV POST INDICATIOR VALVE W/ TAMPER SWITCH I:4 FIA UNION DUCT SECTION (SUPPLY) CHECK VALVE DUCT SECTION (EXHAUST, RETURN, OR OUTSIDE AIR) S6 ROUND DUCT, ROUND OLU, E ' P ' A U GATE VALVE VOLUME DAMPER (MANUAL) WI REMOTE OPERATOR ■ ■ ■ w NMI/ ■ w ■ W w ■ ■ w W ■ FLEXIBLE CONNECTION ~ REDUCED PRESSURE BACKFLOW PREVENTER n:SZSZSZT FLEXIBLE DUCT PRESSURE REGULATOR # INDICATES TYPE OF DIFFUSER PER SCHEDULE F�► I_ ;FM 0 CD -# WATER HAMMER ARRESTOR. LETTER INDICATES PLUMBING & D INSTITUTE SIZE. -'A' -4) POC pi �,r G CFM CEIUNG RETURN, EXHAUST OR TRANSFER GRILLE OR REGISTER FIRE DAMPER S COMBINATION FIRE /SMOKE DAMPER �-- SR e— CORRIDOR COMBINATION FIRE /SMOKE DAMPER MECHANICAL LEGEND SYMBOL DESCRIPTION COMPRESSED AIR CA UNDERGROUND PNEUMATIC RACEWAY A • CA COMPRESSED AIR OUTLET POINT OF CONNECTION COLD WATER - FCO NON- POTABLE WATER NPW SURFACE CLEANOUT HOT WATER (120 - - HOT WATER (140 - -140 DESIGNATION NOTES THIS SHEET) . . .. \ HOT WATER CIRCULATING (120 °) - - - 3" WASTE I VENT S RAIN WATER RW LEACHATE WASTE LW RAINWATER SUCTION RWS TEPID WATER (85 °) TW TEPID WATER RETURN TWR CONDENSER WATER SUPPLY CWS CONDENSER WATER RETURN CWR HEATING WATER SUPPLY HWS HEATING WATER RETURN HWR FUEL OIL SUPPLY (B20) FOS FUEL OIL RETURN (B20) FOR MEDIUM PRESSURE HIGH VOLUME MISTING MPHVL— HIGH PRESSURE LOW VOLUME MISTING HPLV FIRE SPRINKLER F HYDRAULIC OIL � HO CONDENSATE C C FIRE DEPARTMENT PUMPER CONNECTION PIV POST INDICATIOR VALVE W/ TAMPER SWITCH I:4 -IIF- UNION CHECK VALVE BUTTERFLY VALVE BALL VALVE RELIEF OR SAFETY VALVE GATE VALVE D4 BALANCE VALVE —�- ~ REDUCED PRESSURE BACKFLOW PREVENTER —�_ PRESSURE REGULATOR SOLENOID VALVE PDI WATER HAMMER ARRESTOR. LETTER INDICATES PLUMBING & D INSTITUTE SIZE. -'A' -4) POC POINT OF CONNECTION THRUST BLOCK SEE ; - ; - /G -Nr C - 0 - 9 - ; ----\ A MECHANICAL LEGEND SYMBOL DESCRIPTION REFRIGERANT LINE SET • 1 C VELOCITY SENSOR +� - ' POC POINT OF CONNECTION WCO WALL CLEANOUT FCO FLOOR CLEANOUT CO SURFACE CLEANOUT METHANE VENT iii OPENING NUMBER (SEE OPENING ' B DESIGNATION NOTES THIS SHEET) . . .. \ A ROOF TOP DUCT SUPPORT (ANCHORED) I S ROOF TOP DUCT SUPPORT (SLIP) _ S --- wwww.I■w rn DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C B REV 6/10/10 1/8/10 1/8/10 7 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D 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 GENERAL NOTES 1. WHERE CONNECTIONS TO EXTERIOR UTILITIES ARE INDICATED, RESPECTIVE DIV. 21, DIV. 22, DIV. 23 CONTRACTOR SHALL VERIFY POINT OF CONNECTION AND MAKE CONNECTION TO EXTERIOR UTILITY. 2. EQUIPMENT SHALL BE PROVIDED AS SCHEDULED /INDICATED BY MANUFACTURER AND MODEL NUMBER OR APPROVED EQUAL. 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 CEILING 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. OPENING DESIGNATION LINE SIZE DESIGNATION FIRST # LEFT TO LAST # RIGHT FIRST # TOP TO LAST # BOTTOM FIRST # TOP TO LAST # BOTTOM J FIRST # LEFT TO LAST # RIGHT LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 SEISMIC ISOLATION NOTES 1. SEE DWG A103 AND ASSOCIATED REFERENCED DRAWINGS FOR SEISMIC ISOLATION NOTES AND REQUIREMENTS. 2. IN ALL LOCATIONS WHERE MECHANICAL ITEM PENETRATE THROUGH SEISMIC JOINTS, WHETHER SPECIFICALLY INDICATED ON THE DRAWINGS OR NOT, PROVIDE FLEXIBLE TRANSITIONS WHICH PERMITS THE MOTIONS SET FORTH IN THE STRUCTURAL DRAWINGS AND MAINTAINS THE FIRE RATINGS OF THE WALL, FLOOR OR ROOF ASSEMBLIES PENETRATED. RE V E vEO FOR CODE COMPLIANCE Mom/Ft) JUL J V ?u tl City of Tukwila _BUILDING LDING IlJViRlo i BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT M ECHANICAL LEGENDS P&o'? 096i EX SEP 1 2`2011 E PROJECT NUMBER: RECEIVED JUN 1.4 2010 PERMIT CENTER C00405C09 SHT. OF: 454 DRAWING NUMBER: MO11 619 L . LC) LC) N O Co V 0 w tt 0 U- w m C/) 0 Co U w CL L.L 0 0 O 0 w C/) C/) U- 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 15 P -1A WALL HUNG FLUSH VALVE WATER CLOSET 4 2 1 - DUAL FLUSH ADA COMPLIANT 1.6/1.1 GAL FLUSH COMMERCIAL RECEIVING FLOOR 11 -SO H P -1B FLOOR MOUNT FLUSH VALVE WATER CLOSET 4 2 1 - DUAL FLUSH ADA COMPLIANT 1.6/1.1 GAL FLUSH - P -2 WALL HUNG URINAL -1 PINT FLUSH 2 1 -1/2 1/2 - SENSOR FLUSH 1 -PINT FLUSH - 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 SENSOR FAUCET 0.5 GPM 15 P -3A COUNTERTOP LAVATORY 1 -1/2 1 -1/2 1/2 1/2 ADA SENSOR COMPUANT AUC 0.5 GPM RTAS WITH SRF 3-1C P -4 SINGLE COMPARTMENT SINK W/ DISHWASHER HOOK UP, DISPOSAL & HOT WATER DISPENSOR 2 1 -1/2 1/2 1/2 ADA COMPLIANT 1.5 GPM 3 /4HP 750W 120/1PH P -4A SINGLE COMPARTMENT SINK WI DISHWAHER HOOKUP & HOT WATER DISPENSER 2 1_1/2 1/2 1/2 ADA COMPLIANT 1.5 GPM 750W 120/1PH P -5 FLOOR MOUNT UMW SINK 3 2 1/2 1/2 2.5 GPM 3.26 WATTS /FT 014 AMBIENT P -6 DUAL LEVEL DRINKING FOUNTAIN 1 -1/2 1 -1/2 1/2 - ADA COMPLIANT RTAS WITH SRF 5 -1 C P -6A DUAL LEVEL DRINKING WATER COOLER 1 -1/2 1 -1/2 1/2 - ADA COMPLIANT 1/3 HP 120/1 PH P -7 SHOWER 2 1 -1/2 1/2 1/2 A2DA 0 GPM COMPLAINT . DIV. 26 P-8 REFRIGERATOR ICE MAKER SUPPLY _ _ 3/4 3.26 °WATTS /FT 014 AMBIENT W/ BACKFLOW 120 1 / ASSEMBL J BW -T1 BOOT WASH 2 1 -1/2 3/4 - SUPPLY BAS CONTROL 15 ESEW -1 EMERGENCY SHOWER /EYEWASH - - - 1-1/4" TEPID WATER HOT LOAD PAD ESEW -2 EMERGENCY SHOWER /EYEWASH - - - 1 -1/4" TEPID WATER OWNER FURNISHED CONTRACTOR INSTALLED 500 W 120/1 PH EW -1 EMERGENCY EYEWASH 3.26 WATTS /FT 014 F AMBIENT - - 1/2" TEPID WATER C 0 HB FREEZE PROOF HOSE BIBB - - 3 / 4 - W/ INTEGRAL VACUUM BREAKER DIV. 26 HB -1 HOSE BIBB - - 3/4 - NO CUUM 120/1 B FD -1 FLOOR DRAIN * * RTAS WITH SRF 3 -1C EAST TRUCK PAD SIZE AS NOTED ON D TR/iAP TRAP SEAL 15 FD -2 FLOOR DRAIN HEAVY DUTY * * - - SIZE AS NOTED ON DRAWINGS W/ TRAP PRIMER & TRAP SEAL EAST TRUCK PAD FD-3 FLOOR DRAIN W/ SEDIMENT BASKET * * - - SIZE AS NOTED ON DRAWINGS W/ TRAP PRIMER HT -17 FFD -1 FUNNEL FLOOR DRAIN * * - - SIZE AS NOTED ON DRAWINGS W/ TRAP PRIMER & TRAP SEAL NO FS -1 FLOOR SINK 4" 2" - - ' / " ' • ' RI R C DIV. 22 HD -1 HUB DRAIN 6" 3" - - W/ TRAP PRIMER 120/1 / BD -1 BASKET DRAIN 6" - - - DI' CT IRA • C� � A 0 BAY VAULTS N0.1 OR NO.2 8D -2 BASKET DRAIN 6" - - - N' ' D '' TO COMPACTOR BAY VAULT NO.2 AD -1 AREA DRAIN 6" 3" - _ AASHTO HS20 COMPLIANT - TRENCH DRAIN - - - - ASHTO HS20 COMPLIANT ( 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 ° F AMBIENT 15 120/1 INTEGRAL DIV, 22 DIV. 26 NO 60.0 HT -2 RTAS WITH SRF 5-1C COMMERCIAL RECEIVING FLOOR 11 -SO H 3.26 WATTS /FT 014 AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO ®1 - RTAS WITH SRF 5-1C COMMERCIAL RECEIVING FLOOR 11 -NORTH 3.26 WATTS /FT 014 AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO 0 HT -3 RTAS WITH SRF 5 -1 C SELF HAUL TIPPING FLOOR 112 -SW 3.26 WATTS /FT 014 AMBIENT 15 120/1 1,4i TEGRAL N 22 DIV. 26 NO 1 0 6 KW RTAS WITH SRF 5 -1 C SELF HAUL TIPPING FLOOR 112 -SOUTH 3.26° WATTS /FT 014 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO v v ®j HT -3A HT -4 RTAS WITH SRF 3-1C TOP LOAD BAY CO2 3.26 WATTS FT 014 ° / F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO ®1 HT -5 RTAS WITH SRF 5 COMPACTOR BAY E C01A WATTS/ FT 3.26 WATTS FT 014 ° F AMBIENT 15 120/1 DIV. 22 DIV. 26 NO -1C HT -6 RTAS WITH SRF 5 -1 C COMPACTOR BAY CO1 3.26 WATTS /FT 014 AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO HT-7 RTAS WITH SRF 5 -1 C MECHANICAL C06 3.26 WATTS /FT 014 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO ®j HT -8 RTAS WITH SRF 5 -1 C LOADING AREA 109 3.26 WATTS /FT 014 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO HT -9 RTAS WITH SRF 3-1C - LEVEL - TOP LOAD SPA 3.26 °WATTS /FT 014 AMBIENT 15 120 1 / INTEGRAL DIV. 22 DIV. 26 NO ®1 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 HT -11 RTAS WITH SRF 3 -1 C HOT LOAD PAD 3.26 WATTS /FT 014 F AMBIENT 15 120 1 / INTEGRAL DIV. 22 DIV. 26 NO HT -12 RTAS WITH SRF 3 -1 C WEST TRUCK PAD 3.26 WATTS /FT 014 F AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO 0 HT -13 RTAS WITH SRF 3 -1 C WEST TRUCK PAD 3.26 WATTS /FT 014 F AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO HT -14 RTAS WITH SRF 3 -1 C WEST TRUCK PAD 3.26 WATTS /FT 014 AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO 2® HT -15 RTAS WITH SRF 3 -1C EAST TRUCK PAD 3.26 WATTS /FT 014 ° F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO ®3 HT -16 RTAS WITH SRF 3 -1C EAST TRUCK PAD 3.26 WATTS /FT 014 ° F AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO HT -17 RTAS WITH SRF 3 -1C EAST TRUCK PAD 3.26 WATTS /FT 014 ° F AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO ®3 HTP -1 FPLSM 20212(15)100 MECH. ROOM C06 21,600 - 208/3 INTEGRAL DIV. 22 DIV. 22 NO ESEW -2 - COMPACTOR BAY Col 500 15 120/1 / INTEGRAL DIV. 22 DIV. 26 NO ®5 MIXING VALVE SCHEDULE SYMBOL MANUFACTURER MODEL NO. 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 CP -T1 MV -T2 SPEAKMAN MODEL SE -352 TSO RISER ROOM 105 3.0 W/ RECIRCULATION 60.0 30 85 1/6 MV -R1 SYMMONS MODEL 5 -210 WARMING ROOM 206 0.5 2.0 10 120 ISO RISER ROOM MV -R2 SPEAKMAN MODEL SE -370 WARMING ROOM 206 0.5 5.0 20 85 ®4 MV -S1 SYMMONS MODEL 5 -220 SCALEHOUSE ATTIC 0 2.5 10 120 ELECTRICAL WATER HEATER 50 GALLON WARMING ROOM 602 CLOSET 3/4 3/4 6 KW 208/1 D M N ANU D DIV. 26 NO DOMESTIC WATER PUMP SCHEDULE SYMBOL MANUFACTUERER MODEL NO. LOCATION SERVICE TYPE SIZE GPM HEAP (FT) ELECTRICAL LOAD SHEDDING REMARKS HP VOLTAGE /PH STARTER DISCONNECT CP -T1 GRUNDFOSS UPS- 26 -99 -BF TSO RISER ROOM 105 DOMESTIC HOT WATER IN UNE 1" 5 20 1/6 115/1 DIV. 23 DIV. 26 NO ®1 CP -T2 GRUNDFOSS UPS-26-99-BF ISO RISER ROOM TEPID WATER IN UNE 1" 5 20 1/6 115/1 DIV. 23 DIV. 26 NO ®1 NO ®® B WH -R1 ELECTRICAL WATER HEATER 50 GALLON WARMING ROOM 602 CLOSET 3/4 3/4 6 KW 208/1 D M N ANU D DIV. 26 NO WATER HEATER SCHEDULE SYMBOL _■........ DESCRIPTION ` s�.r... LOCATION _ CW HW _ ELECTRICAL LOAD SHEDDING REMARKS , W_ V PH STARTER DISCONNECT WH -T1 ELECTRICAL WATER HEATER 119 GAL v '''• RISER ROOM 105 1 -1/4 1 -1/4 30 KW - 480/3 - - DIV. 22 MANUF. DIV. 26 ,,---- YES ®1 ®2 ®3 WH -T2 ELECTRICAL WATER HEATER 119 GAL RISER ROOM 105 1 -1/4 1 -1/4 30 KW 480/3 DN. MANUF. DIV. 26 YES ®003 0 WH -S1 ELECTRICAL WATER HEATER 20 GAL SCALE HOUSE ATTIC 3/4 3/4 2500 KW 120/1 DN. 22 MANUF. DIV. 26 NO ®® B WH -R1 ELECTRICAL WATER HEATER 50 GALLON WARMING ROOM 602 CLOSET 3/4 3/4 6 KW 208/1 D M N ANU D DIV. 26 NO WASTEWATER VALVE SCHEDULE SYMBOL LOCATION MANUFACTURER NO. NORMAL POSITION FAIL POSITION VALUE SIZE VALVE TYPE REMARKS Wv COMPACTOR LEVEL DRY VALVE VAULT DEZURK PEC,8,F1,CI,NBR,CR W/ GS- 12 -SC1OA PNEUMATIC ACTIVATOR OPEN OPEN OPEN 8 " ECCENTRIC PLUG CONTROL VALVE, SPRING -TO -OPEN, ® ®® ® ROOF DRAIN SCHEDULE SYMBOL MANUFACTURER MODEL N0. SIZE REMARKS RD -1 JR SMITH FIG. 195 ,, 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) DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 1 " D 6/10/10 C 1/8/10 B A REV 1/8/10 7/31/09 DATE JAR JAR LNS LNS JAR LNS JAR LNS CHK'D APP'D REMARKS: ®1 DIV. 23 BAS CONTRACTOR SHALL PROVIDE AND INSTALL A MOTOR RATED RELAY FOR CONTROLS INTERLOCK. UNE VOLTAGE WIRING BY DIV. 26. REMARKS: • 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 Z358.1 COMPLIANT. 0 1/2 -INCH INLETS AND OUTLET. REMARKS: a CONTROL VALVE TYPE- ECCENTRIC PLUG, SPRING -TO -OPEN, AIR -TO- CLOSE. ®2 MAXIMUM WASTEWATER PRESSURE - 10 PSI. ®3 AVAILABLE AIR PRESSURE - 80 PSI. O PROVIDE WFFH POSITION LIMIT SWITCHES (OPEN AND CLOSE CONTACTS). ® INSTALL VALVE SO PLUG ROTATES UPWARD IN OPEN POSITION AND VALVE PLUG FACES FLOW IN CLOSED POSITION. vAcuvw' ectCfrer CkOt I I b• re: w U C Le 0 REMARKS: ® WATER HEATER SHALL BE SET AT 145'F. ®2 WATER HEATER SHALL BE PROVIDED WITH 2 -STAGE STEP CONTROL a PROVIDE SEISMIC RESTRAINT OF WATER HEATER IN CONFORMANCE WITH UPC. C WATER HEATER SHALL INCLUDE STEP CONTROL RELAYS FOR INTERFACE WITH DIV. 23 BAS TO PROVIDE LOAD SHEDDING. 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 E LNS liat ED SEP '12 2011 �a I EVIEWEL FOR _ CODE COMPS IANCF ApPRMIFFI JUL 36 ?till City of Tukwila BUILDING nIminto * PSI STATIC PRESSURE - © 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. RECEIVED a INDIVIDUAL BRANCH CIRCUIT WITH SINGLE LINE SENSING THERMOSTAT. ®2 MULTIPLE LOCATIONS (HT -11, HT -12, HT -13 & HT -14) ON COMMON ®3 MULTIPLE LOCATIONS (HT -15, HT -16 & HT -17) ON COMMON BRANCH EAT TRACE PANEL INCLUDES 100AMP MAIN DISCONNECT SWITCH WITH ESEW -2 INCLUDES FACTORY HEAT TRACE AND SHALL BE PROVIDED BY OWNER FOR INSTALLATION BY CONTRACTOR. LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BRANCH CIRCUIT WITH SINGLE UNE SENSING THERMOSTAT.YN 1 4 2010 CIRCUIT WITH SINGLE LINE SENSING THERMOSTAT PERMIT CENTER 15 INDIVIDUAL 20 AMP 120VAC 1 -POLE BRANCH CIRCUIT BREAKERS. BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES - SHEET 1 TGoi.--ocup PROJECT NUMBER: SHT. OF: 455 C00405C09 DRAWING NUMBER: M012 619 0 0 V 0 0 W ct 0 w �� v, 0 Co J J U 0 J z U- HOSE REEL SCHEDULE EQUIP NO DESCRIPTION MANUFACTURER, MODEL LOCATION ELECTRICAL LOAD SHEDDING REMARKS HEAT TRACE PROTECTION POWER VOLT PHASE STARTER DISCONNECT HRP -A- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR SOUTH 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -1 HRP -B- 100 -1 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR WEST 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -3 HRP -C -100 -1.25 HOSE REEL- 100FTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR WEST EXTERIOR 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -3 HRP -D- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR WEST 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -3 HRP -E- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR NORTH 1 / 2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -3 HRP -F- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR NORTH 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -3 HRW -G- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR SOUTH 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -2 HRP -H -75 -1.25 HOSE REEL- 100FTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR EAST 1/2 HP 120 1 DIV' 22 MANUF. DIV. 26 NO 1 HT -2 HRP -I- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR EAST 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -2 HRP -J -75 -1.25 HOSE REEL- 75FTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR EAST EXTERIOR 1 2 HP 1/2 120 1 DIV. 22 DIV. 26 NO 1 HT -2 HRP -K -100 -1.25 HOSE REEL- 100FTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TOP LOAD LEVEL SOUTH EXTERIOR 1 / 2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -9 HRW -L- 100 -1.25 HOSE REEL- 100FTx1.25" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL EAST EXTERIOR 1 2 HP / 120 1 DIV. 22 MANUF. DIV. 26 140 1 HT -4 HRW- M- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL WEST TOP LOAD BAY 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -4 HRW- N- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL COMPACTOR BAY # 1 SOUTH 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO NO HT -6 HRW- 0- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL COMPACTOR WEST BAY #1 1/2 HP 120 1 DIV' 22 MANUF. DIV. 26 NO 1 HT -5 HRW- P- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL COMPACTOR BAY # 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -5 HRW- Q- 75 -1.5 " HOSE REEL- 75FTx1.5 NOZZLE MODEL 7528-25-26 - INC. MODEL 7528 - COMPACTOR LEVEL COMPACTOR BAY 2 # 1/2 HP 120 1 Xu2FDIV. . 2fi NO 1 HT -5 HRP -R- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528- 25 -26 HOT LOAD PAD 1/2 HP 120 1 �UF DIV. 26 NO 1 HT -11 HRW -S- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 WEST TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -12 HRW -T- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 WE TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -13 HRW -U- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 WEST TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -14 HRP -V- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 EAST TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -15 HRP -W- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 EAST TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -16 HRP -X- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL. MOUNT HANNAY REEL INC MODEL 7528 -25 -26 EAST TRUCK PAD 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -17 C MISCELLANEOUS EQUIPMENT SCHEDULE EQUIP NO DESCRIPTION MANUFACTURER, MODEL CAPACITY .--■ ELECTRICAL LOAD SHEDDING REMARKS POWER VOLT PHASE STARTER DISCONNECT BP -T1 BOOSTER PUMP C GRUNDFOS MPC EF4 CRN20 -6 '- n,". 320 GPM ®136 PSI W/ 3 PUMPS J n (4) ® (4 HP 460 3 VFD DIV. 22 DIV. 26 YES 6, 7 WATER SYSTEM MS -T1 COMPACTOR CHUTE LPHV MISTING SYSTEM VENDOR COMPONENTS - 3 HP 480 3 VENDOR YES NO 7 MS -T2 TIPPING /RECEIVING HPLV FLOOR MISTING SYSTEM VENDOR COMPONENTS _ 15 HP 480 3 VENDOR VFD YES NO 7 SPA HPLV MISTING SYSTEM VENDOR COMPONENTS - 1 -1/2 HP 480 3 VENDOR YES NO 7 AC -T1 AIR COMPRESSOR QUINCY NORTHWEST / QNW -F20 ( r � I } 20 HP 460 3 INTEGRAL DIV. 26 NO 3 RAF -T1 REFRIGERATED AIR DRIER ZEKS C / 1/2 HP 120 1 INTEGRAL DIV. 22 DIV. 26 NO 100 HSG DST -T1 DUST COLLECTOR AMERICAN AIR FILTER MODEL 4RC96 36,000 CFM 125 HP 460 3 VFD DIV. 23 DIV. 26 YES 5 BSF -T1 BOOSTER WATER SYSTEM FILTRATION MILLER - LEAHMAN ATD3(4)X6- 130M- A -MOD1 320 GPM 200 MICRON 15 FLA 120 1 INTEGRAL DIV. 22 DIV. 26 NO 1 PVCP -T1 PNEUMATIC VALVE CONTROL MANIFOLD BAS PANEL DIV. 23 _ 15 FLA 120 1 DIV. 26 NO 4 SWVP -T1 STORM / WASTE WATER VALVE PANEL COMPACTOR LEVEL BAS PANEL DIV. 23 - 15 FLA 120 1 DIV. 26 NO 8 WVP -T1 WASTE WATER VALVE CONTROL PANEL LOADING AREA 109 BAS PANEL DIV. 23 - 15 FLA 120 1 DIV. 26 NO TW -T1 TIRE WASH SYSTEM VENDOR COMPONENTS - 14.8 HP 460 3 MANUF DIV. 11 DIV. 26 NO FM -T1 POTABLE WATER FLOW METER NEPTUNE TRU /FLO COMPOUND METER ( 2" SI 0 - 65 GPM 1 FLA 120 1 - DIV. 26 NO 2 , 10 FM _ T2 NPW SYSTEM FLOW METER SIEMENS SITRANS ( MODEL FM MAGFLO ( 2 -1/2" SIZE 0 - 320 GPM 1 FLA 120 1 - DIV. 26 NO 2 9 FM -T3 NPW MISTING SYSTEM FLOW METER SIEMENS SITRANS MODEL FM MAGFLO 1 -1/2" SIZE 0 - 60 GPM 1 FLA 120 1 - DIV. 26 NO 2 9 FM -T4 NPW BOOSTER SYSTEM FLOW METER SIEMENS SITRANS MODEL FM MAGFLO ( 2 -1/2" SIZE 0 - 320 GPM 1 FLA 120 1 - DIV. 26 NO 2 9 FM -T5 NPW TIRE WASH FLOW METER SIEMENS SITRANS ( MODEL FM MAGFLO 2" SIZE 0 - 110 GPM 1 120 1 - DIV. 26 NO � --v- FM -S1 ti POTABLE WATER FLOW METER SIEMENS SITRANS MODEL FM MAGFLO 1" SIZE 0 - 25 GPM 1 R.A 120 1 - DIV. 26 NO 2 C 0 to REMARKS: 1. PROVIDE WEATHERPROOF START /STOP CONTROLLER. DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1 C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D 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 REMARKS: 1. PROVIDE 3/4" COMPRESSED AIR FROM MECHANICAL ROOM C06 COMPRESSED AIR SYSTEM TO FILTRATION SYSTEM, 4 SCFM 0 80 PSIG. . PROVIDE 4 - 20 ma OUTPUT FROM METER TO DIV. 40 SCADA SYSTEM 3. PROVIDE FOUR(4) RUBBER IN SHEAR ISOLATORS ANCHORED TO CONCRETE FLOOR. 4. PROVIDE 1" COMPRESSED AIR FROM MECHANICAL ROOM CO6 COMPRESSED AIR SYSTEM TO PNEUMATIC VALVE CONTROL MANIFOLD. 5. PROVIDE 2" COMPRESSED AIR FROM MECHANICAL ROOM CO6 COMPRESSED AIR SYSTEM TO DUST COLLECTOR. SEE DWG MO20. PROVIDE SHUTDOWN RELAY FOR INTERFACE WITH DIV. 40 SCADA SYSTEM FOR SHUTDOWN OF NPW SYSTEM. 7. PROVIDE BAS RELAY FOR LOAD SHEDDING. 8. INTERFACE WITH DIV. 40 SCADA SYSTEM 9. MAG 5100W SENSOR W/ MAG 6000 SIGNAL CONVERTER. 10. PROVIDE WITH NEPTUNE TRICON /E3 TRANSMITTER. King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C r, GIG HARBOR, WASHINGTON 9S33B• PHONE: 253.851 .51 75 MOVED FROM M016 R EVIEWED rOl CODE COMPLIANCE JUL 6 , , /`1!I City of Tukwila B UILDING pjuiQ,y BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES - SHEET 2 S EP 1 2 2011 RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: BHT. 456 C00405C09 OF: DRAWING NUMBER: M013 619 V 0 0 LL m v, 0 co U U 0 LL 0 ♦ U) C ) aC z LL HYDRONIC SYSTEM PUMP SCHEDULE SYMBOL MANUFACTURER MODEL NO. LOCATION SERVICE TYPE GPM HEAD T ELECTRICAL LOAD SHEDDING MOTOR EFFICIENCY (MIN) REMARKS HP RPM VOLTAGE /PH STARTER DISCONNECT P -T1 GRUNDFOS UPS 80 -160 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP PRIMARY LOOP IN -LINE EG -3 82 y RETURN GRILLE - TITUS MODEL 355FL. ALUMINUM, 1/2" BLADE SPACING, 35' FIXED DEFLECTION 3 1 1800 460/3 DIV. 26 DIV. 26 NO 86.5% NREC 2.4 BLADDER 40 _ P T2 GRUNDFOS UP 43 -75 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP BOILER LOOP IN -LINE 264 15 BLADDER 3050 12 1 6 / 180 115/1 BAS RELAY DIV. 23 DIV. 26 ' NO ' NA 260 P -T3A GRUNDFOS UPS 40 -80/2 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP HPU HEAT EXCHANGE IN -LINE 4.4 30 BLADDER 70 20 3/4 ( 1800 11 BAS RELAY DIV. 23 DN. 26 NO NA 45 P -T3B GRUNDFOS UPS 40 -80/2 F TSO EQUIPMENT EQU LEVEL HYDRONIC HEAT PUMP HPU HEAT EXCHANGE IN -LINE 27 30 - 2 20 3 4 ( / 1 1800 115 1 / BAS RELAY DIV. 23 DIV. 26 NO NA I 1.25 P -T4 GRUNDFOS UPS 40 -240 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP ROOFTOP HEAT COIL IN -LINE - 30 VAV -T6 -. DESV - 45 1-1/ ( 1800 460/3 DIV. 26 DIV. 26 84.0% NO FROM NREC 0.038 -. P -T5 GRUNDFOS UPS 32 -160 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP DRY COOLER IN -LINE 7 30 / ?' 4 "0 ( 3/4 ( 1800 115/1 BAS RELAY DIV. 23 DIV. 26 NO I NA 1 25 22 24 30 P -T6 GRUNDFOS UP 26 -99 F TSO EQUIPMENT LEVEL FUEL STORAGE TANK HEATER IN -UNE 6 "0 5 50 1.25 29 ( 1 /6 f 25 115/1 BAS RELAY DIV. 23 DIV. 26 NO , NA AIR TERMINAL SCHEDULE SYMBOL DESCRIPTION CD -1 CEILING SUPPLY DIFFUSER - TITUS MODEL MCD, BORDER TYPE 3, 24X24 MODULE FOR LAY -IN CEILING CD -2 CEIUNG SUPPLY DIFFUSER - TITUS MODEL MCD, BORDER TYPE 1 FOR HARD -LID CEILING CD -3 CEILING SUPPLY DIFFUSER - TITUS MODEL TMRA -AA, ALUMINUM, ROUND WITH ADJUSTABLE CONE FR -1 FLOOR REGISTER - TITUS MODEL TAF -D FLOOR DIFFUSER FR -2 FLOOR REGISTER - TITUS MODEL TAF -R FLOOR DIFFUSER SR -1 SIDEWALL SUPPLY REGISTER - TITUS MODEL 1700RL, ALUMINUM W/ TYPE C BORDER AND DIRECTIONAL BLADES SG -1 SIDEWALL SUPPLY GRILLE - TITUS MODEL 301FS, ALUMINUM, 1/2" BLADE SPACING, ADJUSTABLE ". ^ - I\ EG -1 EXHAUST GRILLE - TITUS MODEL 355RL. STEEL, 1/2" BLADE SPACING, 35' FIXED DEFLECTION EG -2 EXHAUST GRILLE - TITUS MODEL 355FL. ALUMINUM, 1/2" BLADE SPACING, 35' FIXED DEFLECTION, SURFACE -MOUNT FOR HARD UD CEILING OR WALL FUEL STORAGE 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 10 TG -2 TRANSFER GRILLE - TITUS MODEL 355FL. ALUMINUM, 1/2" BLADE SPACING, 35' FIXED DEFLECTION B20 DIESEL 10.0 HEAT EXCHANGER SCHEDULE SYMBOL MANUFACTURER MODEL NO. LOCATION SERVICE HOT SIDE COLD SIDE REMARKS FLOW RATE (GPM) ENTERING FLUID TEMP (° F) LEAVING FLUID TEMP (° F) FLUID TYPE MAX. PD. (FT -H20) FLOW RATE (GPM) ENTERING FLUID TEMP ( °F) LEAVING FLUID TEMP ( °F) FLUID TYPE MAX. PD. (FT -H20) WEIGHT HX -F1 MUELLER ACLU -THERM FUEL STORAGE FUEL STORAGE TANK HEATING 5 110 95 30% GLYCOL 10.0 10 40 48 B20 DIESEL 10.0 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 HOT 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 - AMTROL ERM- X -TROL THERM-X-TROL TH ST -5 SCALE HOUSE ATTIC EXPANSION TANK SCHEDULE SYMBOL MANUFACTURER MODEL NO. LOCATION SERVICE TANK VOL (GAL) ACCEPTANCE VOL (GAL) TYPE FULL WEIGHT (POUNDS) REMARKS ET -T1 AMTROL EXTROL AX -200V TSO LOADING AREA 109 CONDENSER WATER SYSTEM 110 34 BLADDER 1175 1 ET -T2 AMTROL EXTROL AX -15V TSO LOADING AREA 109 MAKEUP AIR HEATING 8 2.4 BLADDER 120 1 ET -T3 Z MTOL EXTROL X - 15V TSO C06 FUEL HEATER 8 2.4 BLADDER 120 VAV -T2 ET -T4 JOHN WOOD JOPR -22 -413 TSO C06 NON- POTABLE BOOSTER PUMP 264 264 BLADDER 3050 1, 2 DET -T1 AMTROL THERM -X -TROL ST -42 TSO 105 DOMESTIC HOT 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 - AMTROL ERM- X -TROL THERM-X-TROL TH ST -5 SCALE HOUSE ATTIC DOMESTIC HOT WATER 2.0 0.9 BLADDER 45 350 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 "0 12X8 200 65 1.25 0.25 0.032 25 22 24 - 1 VAV -T4 DESV 8 8 "0 12X 10 770 350 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 e VAV -T6 -. DESV - 8 - . 8 "0 12 0 710 10 1.25 • .2 0.038 -. 27 - 27 24 - 3 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 "0 6 "0 50 50 1.25 0.25 0.032 25 22 24 - 2 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 AS -T2 AMTROL FILTER 109 TSO MECH RM 118 MAKEUP AIR HEATING 30 AS -T3 AMTROL FILTER 109 MECH. RM CO9 FUEL STORAGE TANK HEATING 5 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. MINIMUM EFFICIENCY PER THE 2006 NREC. DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C B REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D C /C\ 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 REMARKS: 1. PROVIDE ONE, 110V CIRCUIT FOR TSO UPPER LEVEL VAV UNITS T1, T2 &T 3. BAS CONTRACTOR SHALL PROVIDE TRANSFORMER FOR CONTROL POWER TO EACH VAV. . PROVIDE ONE 110V CIRCUIT FOR TSO EQUIPMENT LEVEL VAV UNITS T4, T5, 3. PROVIDE ONE 110V CIRCUIT FOR TSO COMPACTOR LEVEL VAV UNIT T6. BAS CONTRACTOR SHALL PROVIDE TRANSFORMER FOR CONTROL POWER TOVAV UNIT. REMARKS: 1. ALL TERMINALS: SIZE AS NOTED ON DRAWINGS LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 T7 & T8. BAS CONTRACTOR SHALL PROVIDE TRANSFORMER FOR CONTROL POWER TO ALL VAV UNITS. B 0R D �t(o EX SEP 1 2 2011 REVIEWED f'OR CODE COMPLIANCE APPanvEn JUL : 1u u City of Tukwila B UILDING nilimirw BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES - SHEET 5 RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 459 DRAWING NUMBER: M016 619 0 0 C 0 0 0 >- w 0 L w co VJ 0 Co -J J 0 U- ABBREVIATION SYMBOL DESCRIPTION WHA WATER HAMMER ARRESTOR EV EMERGENCY VENT O.C. ON CENTER B20 BIODIESEL (20%) TYP TYPICAL S6 ROUND W,H,L WIDTH, HEIGHT, LENGTH CFM CUBIC FEET PER MINUTE WI WITH HSPF AT AFF ABOVE FINISHED FLOOR IE INVERT ELEVATION GAL GALLON GPM GALLONS PER MINUTE PSI POUND PER SQUARE INCH PSIG POUNDS PER SQUARE INCH (GAUGE) STAT DEFL STATIC DEFLECTION SCADA SUPERVISORY CONTROL AND DATA ACQUISITION BAS BUILDING AUTOMATION SYSTEM DDC DIRECT DIGITAL CONTROL MANUF. MANUFACTURER DIV. DMSIION HP HORSE POWER FLA FULL LOAD AMPS KW /W KILOWATTS/WATTS FT, FTC FEET, SQUARE FEET NC NORMALLY CLOSED NO NORMALLY OPEN, NUMBER, NO TPV TRAP PRIMER VALVE RPM REVOLUTIONS PER MINUTE SP STATIC PRESSURE ESP EXTERNAL STATIC PRESSURE IN INCH V VOLT PH PHASE ° F DEGREE FAHREHEIT EAT ENTERING AIR TEMP LAT LEAVING AIR TEMP EWT ENTERING WATER TEMP LWT LEAVING WATER TEMP DB DRY BULB ABBREVIATION SYMBOL DESCRIPTION WB WET BULB P.D. PRESSURE DROP MCA MAXIMUM CURRENT AMPS RIA RUN LOAD AMPS MOCP MAXIMUM OVER CURRENT PROTECTION MCP MAXIMUM CURRENT PROTECTION O.A. OUTSIDE AIR LBS POUNDS W.G. WATER GAUGE HSPF HEATING SEASONAL PERFORMANCE FACTOR SEER ENERGY EFFICIENCY RATIO COP COEFICIENT OF PERFORMANCE MBH THOUSAND BRITISH THERMAL UNITS PER HOUR BTUH BRITISH THERMAL UNITS PER HOUR MV METHANE VENT rn DESIGNED DRAWN LNS NBD VERIFY • SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B REV 6/10/10 1/8/10 JAR JAR RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS 1/8/10 7/31/09 DATE JAR JAR CHK'D LNS LNS LNS LNS APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION REVISION DESCRIPTION NREC - 2006 1. MECHANICAL EQUIPMENT MINIMUM EFFICIENCIES SHALL COMPLY WITH THE 2006 NREC AS SCHEDULED ON THE DRAWINGS. 2. THE CONDITIONED AREAS OF THE BUILDING ARE PROVIDED WITH INDIVIDUAL SPACE TEMPERATURE CONTROL FOR EACH PIECE OF EQUIPMENT WITH A MINIMUM OF ONE TEMPERATURE CONTROL ZONE ON EACH OCCUPIED FLOOR OF THE BUILDINGS. 3. PROVIDE TEMPERATURE CONTROL 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 PRELIMINARY COMMISSIONING REPORT 2. POST CONSTRUCTION DOCUMENTATION 3. A FINAL COMMISSIONING REPORT 13. DOMESTIC HOT WATER CIRCULATING LOOPS SHALL BE PROVIDED WITH DDC PROGRAMMED RETURN WATER TEMPERATURE CONTROL TO SHUT -OFF PUMPS DURING PERIODS ON NON -USE. 14. ELECTRIC WATER HEATERS INSTALLED ON CONCRETE FLOORS SHALL BE PLACED ON R10 (MINIMUM) RIGID INSULATION. King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 & 0 o E REVIEWED FOH CODE COMPLIANCE APPorwFn JuL v ?'! 1 City of Tukwila BUILDING DI"lRInkl BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT NREC COMPLIANCE AND MECHANICAL ABBREVIATIONS SEP 1 2 2011 �D RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 460 C00405C09 DRAWING NUMBER: M017 619 V 0 O w 0 LL w m cin O co -J U W LL J Z U- TANK SIZE (GAL) TANK DIA (IN) RING DIAM —A (IN) HEIGHT (AFF) (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 ANCHOR WEIGHT (LBS) EXPANSION BOLT DIA (IN) IMBED DEPTH (IN) < 500 1/2 3 < 1000 5/8 4 3 cci 0 re cn v oO i 0 i SUPPORT ARM PAIL HOOK SERVICE SINK FAUCET WELD TO STUDS EACH END SUPPORT ARM WALL BRACKET TANK DIAMETER SERVICE SINK FAUCET SUPPORT NOT TO SCALE 3 "x1 -7/8 "x3/16" CHANNEL INSULATION HOLD DOWN PIPE CLAMP W/ RUBBER GASKET 3 "x4 "x 1 /4 "L WELD TO STUDS EACH END FLOOR MOUNT TANK ANCHORAGE NOT TO SCALE M135 ANCHOR BOLT HOLES 1/8' OVER ANCHOR BOLT SIZE. HOLES SHALL BE EVENLY SPACED AROUND PERIMETER. FIN GRADE OR PAVING i LENGTH AS REQ'D C.I. COVER - 1= 111 711 1 WATER LINE — 7 11' ) NOT TO SCALE 1 1,, III; ll�ll�l�li;, , 1 ADJUSTABLE C.I. VALVE BOX �II;,�II; 24 "x24 "x6" THICK CONCRETE PAD WHERE NOT IN CONCRETE FINISH GRADE GATE VALVE VALVE BOX INSTALLATION DETAIL TYPICAL AIR DISTRIBUTION MAIN TYPICAL AIR DROP NOT TO SCALE STRUT CLAMP 54" 3/4" DROP — FILTER REGULATOR UNISTRUT CLAMP I () 1 • STRUT CLAMP 3/8" DRAIN 3 M125 FINISHED FLOOR 124 QUICK COUPLER TO MATCH OWNER REQUIREMENTS. 3 M112 f3 112 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. C 5 20" UNLESS NOTED OTHERWISE TI WASTE 7 — COLD WATER SUPPLY LINE TO FLUSH VALVE FIXTURE ISOLATION BALL VALVE ACCESS DOOR & FRAME TRAP PRIMER VALVE r r i L ___ FLOOR DRAIN r FINISHED FLOOR TRAP PRIMER CONNECTION (CONCEALED PIPING AREAS) NOT TO A TRAP PRIMER GENERAL NOTES 1. IN FINISHED AREAS, LOCATE TRAP PRIMER VALVES WITHIN WALL FRAMING. 2. IN UN— FINISHED AREAS, TRAP PRIMERS AND PIPING MAY BE EXPOSED. 3. IN AREAS WITHOUT POTABLE WATER, CONNECT TO NEW NPW SUPPLY AND PROVIDE 1— MICRON FILTER BETWEEN BALL VALVE AND TRAP PRIMER. SEP 1 2 2011 I ■n ■ UNION CIRCULATING PUMP NOT TO SCALE ANCHOR TO FLOOR W/ TWO — 1-1/4"x2" EXPANSION BOLTS NOT TO SCALE 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) DDC TEMP SENSOR FLOW EMERGENCY SHOWER DETAIL FLOW INSULATE AND HEAT TRACE TO OPERATING VALVES REVIEWED FOR CODE COMPLIANCE A PPflVVFD JUL 3 U 2010 City of Tukwila BUILDING DIVISI() RECEI ED JUN 14 2110 PERMIT CENT DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C B A REV 6/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D 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 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 MECHANICAL DETAILS PROJECT NUMBER: C00405C09 SHT. OF: 461 619 DRAWING NUMBER: M018 0 0 w 0 LL w m C!) 0 Co J J U E— M w 0 u_ 0 0 0 LL 0 w u) V, —J z U- ROOM KEY RM NO RM NAME 501 CONTROL ROOM 502 BREAK AREA 503 HALL 504 TOILET 505 SERVER CLOSET 506 STORAGE 507 ELECTRICAL 0 ce a I w 00 CD 6. Lci 0 4" CO -1/2"-t • • • 2 "FD - 1 L'1 ma y' P - 4A 2" CO „ NO SCALE 2".„ 2 -< I /2" CO 1 -1/2" 1 -1/2" 3 ' P -1B 2 "FD -1 WASTE & VENT RISER DIAGRAM P -3 3 L3" VTR 2 M301 -1/2" 4" CO • • (0) EXPANSION TANK DET -S 1 . � � PDI -A & TRAP PRIMER MANIFOLD W/ ACCESS DOOR IN WALL P -1 -1/4" TRAP PRIMERS TRAP PRIMER LINES TO FLOOR DRAINS FD -1 IN CRAWL SPACE 7 M018 B SIM. 3/4" ROUTE RELIEF VALVE AND DRAIN PAN LINES TO DISCHARGE TO EXTERIOR 12" AFF 3/4 ", 3/4" 1 /2" 3/4" DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI " D " DRAWING 0 1" HB 0 -200 PSIG GAG ISOLATION VALVE & SNUBBER PRESSURE REGULATOR SET AT 70 PSIG DOMESTIC WATER RISER DIAGRAM NO SCALE D C B REV 6/10/10 1/8/10 1/ 7/31/09 DATE THERMOMET 3/4" MV-S1 SET AT 120'F WH -S1 SET AT 140T F DRAIN PAN JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D R 1/2 ", 1/2" P -3 / 1 M301) FINAL ISSUED FOR CITY OF TUKWIL!A PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORR C TION LETTERS ISSUED FOR CITY OF TUKWILA ERMITS REVISION DESCRIPTION 1/2" 1 -1/2" TRAP VENT UP I L 1 -1/2 4-"-- CONDENSATE TRAP SEAL UP TO HVAC -S1 COOLING COIL PENETRATIONS TO ATTIC FOR TWO 3/4" PIPES WITH INSULATION 1/2 ", 1 -1/2 ", 1/2" ,'{ ■ J J PENETRATIONS FOR VENT LINES INTO ATTIC & THRU ROOF L King County Department of Natural Resources and Parks Solid Waste Division PLUMBING SYSTEM FLOOR SCALEHOUSE SOUTH SCALE FACILITY SCALE: 1/4" = 1' -0" PLUMBING SYSTEM FOUNDATION SCALEHOUSE SOUTH SCALE FACILITY SCALE: 1/4" = 1' -0" 3/4" CW UP TO WH -S1 IN ATTIC 3 4" HW FROM WH -S1 A M301 M301 PRESSURE REGULATOR SET AT 70 PSIG SUF 2 "FD -1 ROUTE CONDENSATE ABOVE CRAWL SPACE FLOOR LEVEL ON SUPPORT CHANNEL 3 /4 "Ci UP SUF -1/2 "V UP CONCRETE WALL TO TOP OF FLOOR JOISTS. ROUTE PIPING WITHIN BLOCKOUTS OR THROUGH SLEEVES. SEE STRUCTURAL DWGS FOR BLOCKOUTS 4" METHANE VENT CONNECT TO 4" ABS VENT BELOW CRAWL SPACE FLOOR. SEE SHEET A -303 LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE 0 GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 2 _ =4 1/4 =1 -0 „ Scale - - Feet 10 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY PLUMBING PLANS SEP 1 22011 REVIEWED FOR CODE COMPLIANCE APpQAVFD JUL u 2010 City of Tukwila BUILDING nlvlclf nl RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 529 619 DRAWING NUMBER: M301 0 w c U, ILO U, U, d' N d- O O 00 V 0 0 w 0 U- w m 0 Co J J U CJ) w 0 F- U- 0