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Permit PG09-097 - BOW LAKE - RECYCLING BUILDING
BOW LAKE RECYCUNG BLDG 18800 ORILLIA RD s EXPIRED 07-06-12 PGO9-097 Parcel No.: 3523049037 Address: Suite No: Tenant: Name: Address: Owner: Name: Address: City oikukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 431 - 2451 Web site: http: / /www.ci.tukwila.wa.us 18800 ORILLIA RD S TUKW BOW LAKE - RECYCLING BUILDING 18800 ORILLIA RD S , TUKWILA WA KING COUNTY 500 K C ADMIN BLDG , SEATTLE WA Contact Person: Name: TOM 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 DESCRIPTION OF WORK: PLUMBING FOR NEW 881 SF, ONE -STORY BUILDING. PROJECT ON HIGHLINE WATER. Value of Plumbing /Gas Piping: Fees Collected: Plumbing doc: UPC -7/07 $8,208.00 $193.75 Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet PLUMBING /GAS PIPING PERMIT Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND QUANTITY Plumbing (cont.) 0 Building sewer and each trailer park sewer 1 0 Rain water system - per drain (inside bldg) 0 0 Water heater and /or vent 1 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and /or water 1 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 1 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 0 Medical gas piping (6 +) inlets /outlets 0 0 Gas Piping 0 Gas piping outlets (0 -5) 0 0 Gas piping outlets (6 —) 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 -097 09/17/2010 03/16/2011 PG09 -097 Printed: 09 -17 -2010 Permit Center Authorized Signature: City "Tukwila 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: PGO9 -097 Issue Date: 09/17/2010 Permit Expires On: 03/16/2011 Date: (i (0 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 w I am,: uthorized to sign and obtain this plumbing /gas piping permit. Signature: Print Name: doc: UPC -7/07 - 1/(4:Q1 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 -097 Printed: 09 -17 -2010 Parcel No.: 3523049037 Address: Suite No: Tenant: 1: ** *PLUMBING AND GAS PIPING * ** 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.tulcwila.wa.us 18800 ORILLIA RD S TUKW BOW LAKE - RECYCLING BUILDING PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: PG09 -097 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 -097 Printed: 09 -17 -2010 I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: 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.tukwila.wa.us 6i-Igy T Date: Q / j f PG09 -097 Printed: 09 -17 -2010 Site Address: 18800 Orillia Road South, Tukwila, WA Tenant Name: Bow Lake Recycling and Transfer Station Mailing Address: 201 South Jackson St, Suite 701 Name: Tom Creegan E -Mail Address: tom.creegan @kingcounty.gov Contact Person: E -Mail Address: CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httni/www.ci.tukwila.wa.us TBD 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 ** Contractor Registration Number: Company Name: KPG, Inc. Mailing Address: 753 9th Avenue North Contact Person: Charlie Conway E -Mail Address: charlie @kpg.com Contact Person: Karl Hufnagel E -Mail Address: khufnagel @rwbeck.com H: Apptiatioos On Linct2009 Applicadons1I.2009 - Numbing -Cm Piping Permit Applicationdoc Revised: 1 -2009 bb ?W■ - G11- King Co Assessor's Tax No.: 3523049037/3523049124 Suite Number: Floor: New Tenant: ❑ Yes ®..No Property Owners Name: King County Department of Resources and Parks - Solid Waste Division Seattle City Seattle WA State City State Fax Number: (206) 263 -3001 State City State Day Telephone: (206) 286 -1640 Fax Number: (206) 286 -1639 98104 Zip Day Telephone: (206) 263 6476 Mailing Address: 201 South Jackson St, Suite 701 Seattle WA 98104 Zip Company Name Mailing Address: City Day Telephone: Fax Number: Expiration Date: Zip WA 98109 Zip Company Name: R. W. Beck, Inc. Mailing Address: 1001 4th Avenue, Suite 2500 Seattle WA 98154 City State Zip Day Telephone: (206) 695 -4509 Fax Number: (206) 695 -4701 Page I of 2 I Date Application Accepted. a .ti Date Application Expires: O n L i 2 I to Staff Initials: ii.- I i -. a• llti 9 e {i a .ti re;Thiii"*,411 :Qti2 : iil ei ,,.,,.i.(I.E. 1° } itireTkiii'Vk Bathtub or combination bath/shower 0 Bidet _ 0 Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain 0 Drinking fountain or water cooler (per head) 0 Food -waste grinder, commercial 0 Floor Drain 1 Shower, single head trap 0 Lavatory 1 Wash fountain 0 Receptor, indirect waste 0 Sinks 0 Urinals 6 Water Closet 0 Building sewer and each trailer park sewer 1 Rain water system — per drain (mside building) 0 Water heater and/or vent 1 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors 0 Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) 0 Grease interceptor for commercial kitchen (>750 gallon capacity) 0 _ Repair or alteration of water piping and/or water treatment equipment 0 Repair or alteration of drainage or vent piping 0 Medical gas piping system serving 1 -5 inlets/outlets for a specific gas 0 Each additional medical gas inlets/outlets greater than 5 0 Backflow protective device other than atmospheric-type vacuum breakers 2 inch (51 mm) diameter or smaller 0 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter 0 Each lawn sprinkler system on any one meter including backflow protection devices 0 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) 1 Atmospheric-type vacuum breakers not included in lawn sprinkler backflow protections over 0 Gas piping outlets 0 EMERG INNGY EKE WAS }t '51-0v1) S me C NO Dre.4)&1) I ! Valuation of Project (contractor's bid price): $ 63 ' �' a a Scope of Work (please provide detailed information): Recycling Building Warming Room includes electric water heater with thermostatic mixing valves to supply hot water to one lavatory and one emergency eyewash. Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): F1 and B Utility Purveyor: Water: Highllne Water District Sewer: 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. Explradon 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 O R OR AUTI30RIZED AGENT: Signature: •• Print Nartte t[ to Y ft ^ M5 r Day Telephone: r7 4 '7 ) 6 Mailing Address: ti ckS -7n/ S 1-r rie %!' fCa t f (14/- ( hits C� City State Zip • • H:Vspplicanonffo ns- Appticatiae On Line \2009 Appliratiom1.l•2009 • Phanbina•Gas Piping Pamir Applicationdoc Revised. 1 -2009 bh Date: e ^(1 ~� e2of2 RECEIPT NO: R10 -01829 Payment Date: 09/14/2010 User ID: 1165 Total Payment: 1,140.00 Initials: JEM Payee: KING COUNTY SET ID: 0129 SET NAME: BOWLAKE SET TRANSACTIONS: Set Member Amount D09 -161 D09 -162 D09 -164 D09 -165 D09 -166 D09 -167 EL09 -0497 EL09 -0498 EL09 -0499 EL09 -0500 M09 -103 M09 -104 M09 -105 PG09 -095 PG09 -096 PG09 -097 TOTAL: Cif of Tukwila, 120.00 60.00 120.00 60.00 30.00 30.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 120.00 120.00 60.00 120.00 TRANSACTION LIST: Type Method Description Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukiila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http //www. ci. tukwila. wa. us SET RECEIPT Amount Payment Check 620755 1,140.00 TOTAL: 1,140.00 ACCOUNT ITEM LIST: Description ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLAN CHECK - NONRES nr rrnen rwrn rrnnrn C'C' Account Code Current Pmts 000.322.101.00.0 000.322.102.00.0 000.345.830 non ') O'r 10, nn n ENT RECEIVED 240.00 180.00 420.00 nom nn RECEIPT NO: R10 -01094 Initials: WER Payee: KING COUNTY 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 ACCOUNT ITEM LIST: Description BUILDING - NONRES ELECTRICAL PERMIT - NONR FIRE IMPACT FEES C4 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: /hvww. ci.tukwila.wa.us SET RECEIPT Copy Reprinted on 06 -18 -2010 at 10:30:57 06/18/2010 SET ID: 0129 SET NAME: BOWLAKE Payment Date: 06/18/2010 User ID: 1165 Total Payment: 171,895.27 TRANSACTION LIST: Type Method Description Amount Payment Check 564651 171,895.27 TOTAL: 171,895.27 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 C PLUMBING - NONRES PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TREE MITIGATION Ci, of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: hilt, : //www. ci. tukw ila. 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 Receipt No.: R09 -01270 Payee: KING COUNTY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 362754 26.75 Authorization No. ACCOUNT ITEM LIST: Description doc: Receiot - 06 PLAN CHECK - NONRES • 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 RECEIPT Parcel No.: 3523049037 Permit Number: PG09 -097 Address: 18800 ORILLIA RD S TUKW Status: PENDING Suite No: Applied Date: 08/13/2009 Applicant: BOW LAKE - RECYCLING BUILDING Issue Date: Account Code Current Pmts 000/345.830 26.75 Total: $26.75 Payment Amount: $26.75 Initials: JEM Payment Date: 08/13/2009 03:13 PM User ID: 1165 Balance: $107.00 PAYMENT RECEIVED Printed: 08 -13 -2009 Project: ooj LA Ve Type of Inspection: 6 6 ' NA it• LOCRIG Address: 1 $3 - 0 rk.E.I.1-4 Q O Date Called: Special Instructions: I . s Date Wanted: I 01— t Ca p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY .OF TUKWILA BUILDING DIVISION l . 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206)431 -2451 - l Approved per applicable codes. COMMENTS: r P 4). O Corrections required prior to approval. ECTION‘FEE REQUIRED. • rior to n#xt inspection. fee must be 6300 Southcenter Blvd., Sui e 100. all to schedule reinspection. CK Humphreys KPFF Consulting Engineers 101 Stewart Street, Ste 400 Seattle, WA 98101 RE: Request for Permit Extensions (D09 -165 & PG09 -097) Bow Lake Transfer Station —14600 Interurban Av S Dear Mr. Humphreys, This letter is in response to your written request for permit extensions emailed to Mr. Bill Rambo on July 14, 2012. The Building Official has reviewed your email and considered your request to extend the referenced Bow Lake Transfer Station Project Permits. This letter solely addresses permit numbers D09- 165 and PG09 -097, as they are the only permits due and /or overdue for expiration/extension. Due to the fact that both of these permits expired on July 6, 2012 and the request for extension was received over a week after expiration, these permits are ineligible for extension. These permits are expired an in order for work to continue new permit applications must be submitted with clean plans (meaning no City stamps and such), specifications, and associated fees. Below is an update of the expiration dates for the remainder of the permits referenced in your email: D09 -161: 12/23/12 D09 -162: 10/24/12 D09 -164: 09/05/12 D09 -166: 09/05/12 Sincerely, fifer Mars all it c1 ian File: D09 -165 & PG09 -097 city of Tukwila Department of Community Development D09 -167: 09/17/12 D11-011: Final D11-012: Final D11-013: Final W \Pennit Center \Extension Letters \Denials \Permits \D09 -165 Permit Extension.doc EL09 -0497: 12/25/12 EL09 -0498: 01/09/13 EL09 -0499: 09/28/12 EL09 -0500: 09/28/12 Jim Haggerton, Mayor Jack Pace, Director EL10 -0905: Final L08 -036: ?? Planning M09 -103: Final PG09 -095: Final 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Bill Rambo From: Sent: To: Cc: Subject: 1. D09 -161 2. D09 -162 j0 3. D09 -164 oq 1 L - pp 4. D0;9 1,65 � ?r O i r-a 5. D09- 166 6. D09 -167 111R t- 7. D11 -011 8. D11 -012 9. D 11 -013 ° 10. EL09 -0497 1� 11. EL09 -0498 0il�� O 1 3 12. EL09 -0499 11 13. EL09 -0500 IL 14. EL10 -905 �� 15. L08 -036 VAIN 16. M09 -103 17. PG09 -095 � 18. PG0.9-O97 'o Thank you, CK Humphreys CK Humphreys I Associate KPFF Consulting Engineers Special Projects Division (SPD) 101 Stewart St, Ste 400 Seattle, Washington 98101 M: (206) 226 -8740 chumphrevsC@kpffspd.com CK Humphreys <chumphreys @kpffspd.com> Saturday, July 14, 2012 7:50 PM Bill Rambo Tom Creegan; Ken Cobley Bow Lake Permit Extensions Mr. Rambo, I am writing to request that the following permits be extended as needed to ensure that none of them expire. opi tn) - 1-6 - 1 ), /yuLd izehtieve.) a-6a4.-tdc-tte-4 I understand that you may not choose to extend them all at this time, and I will leave that to your discretion, with the understanding that none of them should expire. Please reply with confirmation. 44/0- 0o/Z 1 RECEIVED JUL 16 2012 PERM T CENTER 06 -01 -2012 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. PG09 -097 BOW LAKE - RECYCLING BUILDING 18800 ORILLIA RD S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a fmal 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 07/06/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 07/06/2012, 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, er Marshall t Technician File: Permit File No. PG09 -097 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 December 14, 2011 CK Humphreys KPFF Special Projects Division 101 Stewart Street, Suite 400 Seattle, WA 98101 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 permit extensions. Per the Building Department policy, extensions are only considered when the expiration date is within the next calendar month. With that in mind, the permits eligible for extension are D09 -165, D11 -011, D11-012, D11-013, and PG09 -097. The Building Official has reviewed these permits and will be extending your permits as follows: D09 -165: July 6, 2012 D11-012: July 23, 2012 PG09 -097: July 6, 2012 D11-011: July 23, 2012 D11-013: July 23, 2012 If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifer Marshall it Technician City of Tukwila Department of Community Development File: D09 -165, D11 -011, D11 -012, D11 -013, and PG09 -097 W:\Pertnit Center\Extension Letters \Permits\2009\D09 -165 Permit Extension.doc Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Re: Bow Lake Tukwila Permits Page 1 of 3 Re: Bow Lake Tukwila Permits CK Humphreys [chumphreys @kpffspd.com] Sent: Friday, December 02, 2011 10:18 AM To: Bill Rambo Cc: Tom Creegan [tom.creegan @kingcounty.gov]; Ken Cobley [kcobley @kpffspd.com] Mr. Rambo, I am writing to request that the following permits be extended as needed to ensure that none of them expire. 1. D09 -161 04 -20 -12 2. D09 -162 03 -21 -12 3. D09 -164 03 -09 -12 4. D09 -165 01 -09 -12 =-� C410*-- 5. D09 -166 03 -09 -12 6. D09 -167 03 -09 -12 7: D11 -011 01 -24 -12 8. D11 -012 01 -24 -12 9. D11 -013 01 -24 -12 10. EL09 -0497 04 -29 -12 11. EL09 -0498 04 -02 -12 12. EL09 -0499 04 -02 -12 13. EL09 -0500 04 -02 -12 14. M09 -103 04 -18 -12 15. PG09 -095 04 -28 -12 16. PG09 -097 01 -09 -12 —9 itt0' Bill I understand that you may not choose to extend them all at this time, and I will leave that to dour discre Ion with the understanding that none of them should expire. Please reply with confirmation. 46ejt - d 44,0Akt. 1 Thank you, 04 40 16 IV CK Humphreys CK, No need to extend any of these permits at this time. From: "Bill Rambo" <Bill.Rambo @TukwilaWA.gov> *Or- To: "CK Humphreys" <chumphreys @kpffspd.com> Cc: "Bob Benedicto" <Bob.Benedicto @TukwilaWA.gov >, "Brenda Holt" <Brenda.Holt @TukwilaWA.gov> Sent: Friday, November 4, 2011 10:33:48 AM Subject: RE: Bow Lake Tukwila Permits https: / /webmail.tukwilawa. gov /owa/ ?ae= Item& t = IPM.Note &id = RgAAAACLODHcxUig... 12/05/2011 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. PG09 -097 BOW LAKE - RECYCLING BUILDING 18800 ORILLIA RD S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 01/09/2012: 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- City of Tukwila Department of Community Development Jack Pace, Director 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 01/09/2012, 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, C --- p ‘_ t_ ..... Bill Rambo Permit Technician File` Permit File No. PG09 -097 Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 July 12, 2011 Dear Mr. Creegan, Sincerely, fer Marshall it Technician File: D09 -165 & PG09 -097 City of Tukwila Department of Community Development Jack Pace, Director Tom Creegan King County Solid Waste Division 201 S Jackson Street, Ste 701 Seattle, WA 98104 -3855 RE: Request for Extensions Permit Numbers D09 -165 and PG09 -097 Bow Lake Transfer Station —18800 Orillia Rd S This letter is in response to your written request for an extension to Permit Numbers D09 -165 and PG09 -097. 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 January 9, 2012. If you should have any questions, please contact our office at (206) 431 -3670. W:\Permit Center\Extension Letters \Permits\2009\D09 -165 Permit Extension.doc Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Bow Lake permits Page 1 of 1 Bow Lake permits Creegan, Tom [Tom.Creegan @kingcounty.gov] Sent: Thursday, July 07, 2011 8:51 AM To: Bill Rambo Cc: Craig Williamson [cwilliamson @kpffspd.com]; CK Humphreys [chumphreys @kpffspd.com] Hi Bill, following up on these expiring permits for the Bow lake proje t, PG09 -097 and D09 -165. I am unclear if any inspections have been requested on these yet that may have resulted in automatic extension of the permits. If not, and as the permits are due to expire this month, I am requesting that the permits be extended as construction of the project is ongoing and scheduled to continue until the middle of 2013. Thank you for your assistance in this matter. Sincerely, Tom Creegan Engineer III King County Solid Waste Division (206) 263 -6476 From: Bill Rambo [mailto:Bill.Rambo @TukwilaWA.gov] Sent: Wednesday, July 06, 2011 8:48 AM To: Creegan, Tom Subject: RE: Bow Lake permits Good Morning Tom, You are correct that PG09 -097 expires on 07- 13 -11, also note that D09 -165 is due to expire on 07- 12 -11. As before send me an email requesting extension of these permits and I will forward them to Bob for approval. Bill From: Creegan, Tom [Tom.Creegan @kingcounty.gov] Sent: Tuesday, July 05, 2011 7:55 AM To: Bill Rambo Subject: Bow Lake permits Good morning Bill, I have a notice that permit PG09 -097 for the Bow Lake project is expiring soon. Can you tell me if there are other permits with an upcoming expiration date? Thanks, Tom aui il&Pie( lso4 le(49 7//zoll RECEIVED JUL 07 2011 PERMIT CENTER c)(-64 01104 https: / /webmail aukwilawa. gov /owa/ ?ae= Item& t = IPM .Note &id= RgAAAACLODHcxUig.,: 07/07/2011 06 -01 -2011 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. PG09 -097 18800 ORILLIA RD S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 07/13/2011. 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 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 07/13/2011, 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 -097 City of Tukwila Department of Community Development Jack Pace, Director Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 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, UV\ \ J\i f \at Je ifer Marshall Pe it Technician Jl_LQ YI • City of Tukwila G1: Department of Community Development W:\Permit Center\Extension Letters\Applications\2009\Bow Lake Application Extension #2 -doc Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 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: 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 -161 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 Thank you for your assistance in this matter. If you have any questions, please contact me at 206 - 263 -6476. Sincerely, Tom Creegan Project Manager TC:er Rambo — Permit Application Renewals — Final 072710 Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. oifeJo# /ad affaatha prniq affike&) Gz*lU D09 -162 D09 -164 D09 -166 EL09 -0497 EL09 -0499 PG09 -095 PG09 -097 M09 -104 F ;3 K lg Q-mo 0-9-10 RECEIVED e,\404 ' . 11i v4bIt- JUL 28 2010 PERMIT CENTER cc: Victor O. Okereke, Engineering Services Manager, Solid Waste Division (SWD) Neil Fujii, Managing Engineer, SWD copies Date Permit No. Description J 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 2 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 1 2 6/14/2010 EL09 -0497 1 full -size, wet - signed original, 1 copy of original ✓/ 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 1 2 6/14/2010 EL09 -0500 1 full -size, wet - signed original, 1 copy of original 1 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 2 6/14/2010 PG09 -097 1 full -size, wet - signed original, 1 copy of original 1 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 001640 111- 00839 - 20001/5500 Marshall Transmittal 6- 14- 2010.docx An SAIC Company Dear Ms. Marshall: Attached is a matrix listing the full size drawing submittals for the City of Tukwila Permits. rtateiven rryy OF rupwu JUN 14 2010 PERMIT CENTER FOURTH AVENUE SUITE 5 2500 SEATTLE WA 98154'1'004 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, R. W. BECK, I Margaret Ales Permit Coordinator MA/jld cc line T. Creegan, King County K. Hufnagel, R. W. Beck I. Sutton, R. W. Beck 001640 1 11- 00839 - 20001/5500 Marshall Transmittal 6- 14- 2010.docx 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 S City of Tu : lla 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. W:\Permit Center \Incomplete Letters U009009-161 Inc Ltr #1 to Corr Ltr # 1.DOC Jim Haggerton, Mayor Department of Community :D- evelopment 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 a Tukwila, Washington 98188 o Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 4. • 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 II Tukwila Building Division Dave Larson, Senior Plan Examiner 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 original signed 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. 07 -01 -2010 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit Application No. PG09 -097 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 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. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. PG09 -097 • Cr ,y of Tu Ala Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 a Phone: 206 - 431 -3670 a 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, fifer Marshall it Technician • C of Tukwila Department of Community Development 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 • Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 l 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, j7 e - r oltit Tom Creegan Project Manager Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. ex !/2 O'at' RECEIVED JAN 28 2090 PERMIT CENTEr ';‘ei or ZB - 2e , f0 D09 -162 D09 -164 D09 -166 EL09 -0497 EL09 -0499 PG09 -095 PG09 -097 M09 -104 a n k re a- - 9- I 0 O - n` 'O J 1,fLAr { • } s City of Tukwila 01 -04 -2010 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit Application No. PG09 -097 18800 ORILLIA RD S TUKW Dear Permit Applicant: In reviewing our current anplication 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 applicaticn 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, Th1-0( Bill Rambo Permit Technician File: Permit File No. PG09 -097 • Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 C September 21, 2009 Tom Creegan King County 201 South Jackson St:, Ste 701 Seattle, WA 98104 • City of T° epartment of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Plumbing /Gas Piping Permit Application Number PG09 -097 Bow Lake: Recycling Building —18800 Orillia Rd S Dear Mr. Creegan, Jim Haggerton, Mayor 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 Public Works Department. The Building Department has no comments at this time. 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 messenzer service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, qthkC ifer Mafshall it Technician encl File: PG09 -099 W:\Permit Center\Correction Letters \2009\PG09 -097 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • r DATE: September 18, 2009 PROJECT: Bow Lake — Recycling Building 18800 Orillia Road S PERMIT NO: PG09 -097 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Since each permit stands on its own please mark in large bold letters location of the recycling building. Your submittal for the subject plumbing permit consisted of the following drawings: G011through G018, MO11, M012, M018 and M401, however none of these drawing shows location of the Recycling Building. PUBLIC WORKS DEPARTMENT COMMENTS 2) As a reference only, please submit a plan showing all utility lines entering and exiting this building. 3) Plan sheet M018 shows seven (7) details and all of them refer to Drawing No. M017, however M017 was not included in your plumbing permit application. 4) Detail 6/M017 on sheet M018 calls for CW Make -Up from Reduced Pressure Backflow Preventer. Where is this backflow preventer located, inside or outside the building? Show backflow location and specify size, make and model number. Submit backflow cut sheet and circle the one to be installed, if located inside the building. P; joanna/comments 1PG09 -097 BowLk DEPARTM NTS: uilding Division NS S Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: TUES /THURS ROUTING: Building Please Route Documents/routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: JERMRT C } r RD COPY PLAN REVIEW /ROUTING SLIP Bldg ❑ Fire Prevention Structural Approved Approved with Conditions Notation: REVIEWER'S INITIALS: ACTIVITY NUMBER: PG09 - 097 DATE: 06/14/10 PROJECT NAME: BOW LAKE - RECYCLING BUILDING SITE ADDRESS: 18800 ORILLIA IUD S FINAL CHECK - FULL-SIZED PLANS u Incomplete n Not ER OF COMPLETENESS MAILED: REVI 'S INITIALS: DATE: Planning Division Permit Coordinator DIJE DATE: N/ Ping ❑ PW ❑ Staff Initials: Structural Review Required n No further Review Required n DUE DATE: ASAP Not Approved (attach comments) DATE: icable n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Building D i' isi P ublic Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28 -02 •PER; IT YID PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: PG09 - 097 PROJECT NAME: BOW LAKE - RECYCLING BUILDING SITE ADDRESS: 18800 ORILLIA RD S Original Plan Submittal X Response to Incomplete Letter # 1 X Response to Correction Letter # 1 DATE: 02/19/10 Revision # after Permit Issued Fire Prevention Structural Planning Division Permit Coordinator DUE DATE: 02/23/10 Incomplete n Not Applicable E Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route 'W Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 03/23/10 Not Approved (attach comments) ❑ DATE: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Bg� r` `L �`'�``? B id g iv ion ° (9202 Public or s Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: TUES /THURS ROUTING: Building Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • ?ERMIT C COMA PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG09 -097 DATE: 01 -28 -10 PROJECT NAME: BOW LAKE - RECYCLING BUILDING SITE ADDRESS: 18800 ORI LLIA RD S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Not Applicable 021VA,A 4v Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions I Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: LETTER OF COMPLETENESS MAILED: Planning Division ❑ Permit Coordinator U DUE DATE: 02-02-10 DUE DATE: 03-02-10 I Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: PG09 -097 DATE: 08 -13 -09 PROJECT NAME: BOW LAKE - RECYCLING BUILDING SITE ADDRESS: 18800 ORI LLIA RD S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: BU o ?" 1 7i t I Comments: Documentshouting slip.doc 2 -28 -02 • • 0 PLAN REVIEW/ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) u Notation: REVIEWER'S INITIALS: DATE: Planning Division ❑ Permit Coordinator Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW t21 Staff Initials: DUE DATE: 0818-09 Complete Incomplete n Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route XI Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 0915-09 Approved ❑ Approved with Conditions Not Approved (attach comments) E 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 Date: Revision submittals must be submitted in person at the Permit Center. evisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: PGO9 -097 • 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 w Project Name: Bow Lake - Recycling Building Project Address: 18800 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. RE vO cmr C) FuK FEB 1 9 201n 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 or line\revision submittal Created: 8 -13 -2004 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 REVISION SUBMITTAL 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 ChecWPermit Number: PG09-097 ❑ 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 — Recycling Building Project Address: 18800 Orillia Rd S Contact Person: Tom Creegan Phone Number: (206) 263 - 6476 Summary of Revision: See attached letter and referenced documents. • cm �AN � 8 2010 PERMIT C JTER 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: Entered in Permits Plus on d \ applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: To: Tom Creegan From: Ian Sutton and Margaret Ales Subject: Bow Lake Recycling and Transfer Station Project Plumbing & Gas Piping Permit Application Number PG09 -097 (Recycling Building) Response to City of Tukwila Correction Letter #1 Date: January 28, 2010 Public Works Department 001640 111- 00839 -20000 I Response_PGO9- O97.doc An SAIC Company This memorandum is supplemental to the Revision Submittal for the Plumbing & Gas Permit Application PG09 -097 (Recycling 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. PW — 1 Comment: Since each permit stands on its own please mark in large bold letters location of the recycling building. Your submittal for the subject plumbing permit consisted of the following drawings: GO1 through G018, MO11, M012, M018 and M401, however none of these drawing shows location of the Recycling Building. Response: Sheet G018 has had the callout for the Recycling Building added and is included in Attachment A, Revised Drawings. PW -2 Comment: As a reference only, please submit a plan showing all utility lines entering and exiting this building. Response: Water and wastewater utilities servicing the Recycling Building are shown in plan on C082 and C099. These sheets relate to the site utility plans and are included under Building Permit application D09 -161. PW - Comment: Plan sheet M018 shows seven (7) details and all of them refer to Drawing No. M017, however M017 was not included in your plumbing permit application. 1001 FOURTH AVENUE, SUITE 2500 SEATTLE, WA 98154 - 1004 (P) 206.695.4700 (F) 206.695.4701 MEMORANDUM January 28, 2010 Page 2 Response: Drawing M018 has been revised to correct the referenced drawings and is included in Attachment A. Drawing M017, referencing the required NREC compliance requirements has been added the permit set and is included in Attachment A, Revised Drawings. PW -4 Comment: Detail 6/M017 on sheet M018 calls for CW Make -Up from Reduced Pressure Backflow Preventer. Where is this backflow preventer located, inside or outside the building? Show backflow location and specify size, make and model number. Submit backflow cut sheet and circle the one to be installed, if located inside the building. Response: This detail does not apply to the Recycle Building and has been deleted from drawing M018. Corrected drawing M018 is included in Attachment A, Revised Drawings. List of Attachments Attachment A - Revised Drawings 001640 111- 00839 -20000 I Response_PG09- 097.doc • I ATTACHMENT A Revised Drawings Included under separate cover. 11'1' ECK I II An SAIC Company List of Revised Drawings New Sheet for Final Revised Dwgs I Submittal New Sheet REV B 2 E o) m c a lo co co E c 7 D U a c?, REV C Cry cc 13 Plumbing and Gas Piping Permit - Recycling 13 Plumbing and Gas Piping Permit - Recycling 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 I 1 1 1 323. A016 - ARCHITECTURA. GENERAL - OPENINGS SCHEDULE 1 1 1 325. A017A - ARCHITECTURA_ GENERAL - OPENINGS SCI 1 1 1 1 1 1 410. A196 - TRANSFER✓TSO BUILDING - METHANE BARRIER DETAILS 1 1 1 454. M011 - MECHANICAL LEGENDS 1 1 1 1 455. M012 - MECHANICAL SCHEDULES - SHEET 1 1 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 DE:TAILS I 1 1 1 1 532. M401 - RECYCLING BUILDING HVAC & PLUMBING PLANS AND PIPING DI 1 I 1 1 I Permit Application Number PG09 -097 Page 1 of 1 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 LYDIGGP903C5 LYDIG GRANT PLATEAU A JT VENT Construction Contractor General Unused 2/10/2010 2/10/2012 Active LYDIGJV912QL LYDIG MCKINSTRY,A JOINT \'NTURE Construction Contractor General Unused 11/13/2009 11/13/2011 Active LCIBUBT934RP LCI BUI_DERS 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 BUI _ DERS 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 P} Friendly Page Other Associated Licenses Business Owner Information https: // fortress .wa.gov /lni /bbip /Print.aspx S Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with LI*I 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 09/17/2010 DESIGNED DRAWN F ox sland VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" TACOMA Vashon Island LOCATION MAP 6/10/10 1/8/10 1/8/10 7/31/09 DATE ,Tukwila Kirkland Redmond Bellevue Lake Sammamish CEDAR HILLS REGIONAL LANDFILL Renton DISPOSAL LOCATION Cedar • BOW LAKE RECYCLING AND TRANSFER STATION PROJECT LOCATION 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 Department of Natural Resources and Parks Solid Waste Division SITE FACILITIES CONTRACT CONTRACT # C00405C09 Issaquah Enumclaw EXISTING BOW LAKE TRANSFER/ RECYCLING STATION King County Department of Natural Resources and Parks Solid Waste Division VICINITY MAP An SAIC Company 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: R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 SEPARATE PERMIT REQUIRED FOR: Mechanical artlectrical ❑ Plumbing 1 as Piping City of Tukwila BUILDING DIVISION Filx CO Perrnft No., ?Cr 04" oa Pin review approval is subject to errors and omissions. / r;5gova1 of construction documents does not authorize °. v of t a oany adopted code or ordinance. Receipt k: u pro ied Field Copy and conditions is acknowledged: 0 4 City Of Tukwila BUILDING DIVISION KING COUNT( EXECUTIVE DOW CONSTANTINE COUNCIL MEMBERS KATHY LAMBERT LARRY PHILLIPS PETE VON REICHBAUER LARRY GOSSETT JANE HAGUE JULIA PATTERSON BOB FERGUSON REAGAN DUNN JAN DRAGO BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT COVER SHEET, VICINITY, AND LOCATION MAPS PGO9-097 KING COUNTY OFFICIALS: R EVIEWED F OR CODE COMPLIANCE APPRt WED J UL 3 0 2010 A-- Ci ty of Tukwila B UILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 1 C00405C09 DRAWING NUMBER: E cV 0 0 ce 3D IRAFAC MANAGEMENT . PLAN • \.(i_.; I LI R E. (1 r I AND DEPOSAL PLAN D ..1 Pt. D . NC)TES fit] AN Ai\ CALE FAG LITY DFMOL..MCi N . Pt AN '\'D N f / B/G/D DEMO ON A NI D OTES 2 AN Eiii" L..0 PE NIG PL/\\ \ ND SLOP ( P. AD AN D EAST SLOPE. GRADING SFUHONS AN H I )j D I NO S N AN D EA H [ Il'j H( TP » CHf [In r ../.0.1D • NAL OFF GRAF:2 GRAT2iING G tr..; ORM)ING TRAH1C MANACt;:MLNI PLAN GRAD NC PLAN PLAN PLAN PLAN PLAN PLAN FROSICN AND SEOltliENT•CONTROL DEINES E ROs ION! /Ad \W) SELL ! t\ (_)l1 iii.`i°1\-1.TROI.... IF -0085 - 'SITE WATER SYSTEM PLAN " 12 ti1 DESIGNED IKS DRAWN ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A REV 1/8/10 •08 - 9:4T •• C087 - SITE C088 SHT - • - (,„W - i.T,`091 (.'.•_•-Ti IT E. C 092 cS-2, I T - ciTif "rd C096 - !IF C097 SI J1-120 s • RTH ES U R FAC F WATER, SURFACE WATER SYSTEM DEAN 0114 7-7: F 'WER SYSTEM PROFLFS - SURFACE WATER SYSTEM PROFILES - jpr AC F i0/Kt SYSTEIM PROFLFS FrAC wATFP SYSTEM PROFftES - SURFACE \AIATER SYSTEM PROFILES (-19A SURFACE WAJER SYSTEM PROFLES V 2( ' -i-l7 R SYSTEM DETAILS \A/ vi. SYSTEM DETAILS - SURFACE WATER SYSTEM OIL/WATER SEPARATOR - SURFACE WATER SYSTEM STRUCTURE SCHEDULE '_/!ZO As 2 Y 'ST F M I" LAN - WAS IFWAT F.71P, S' ;:i P LA,N1 VC\ E WAVE R PLAN R FM • PROFI LES \ SYSTEM PROFILES SITE WASIFANATFR SYSIEWPROFILFS R L..1 FT STATI 0 NI AN D NAST FWAT F R VALVE ECTIOtiri., AND DETAALS S I I F \NAST W 3 R SYSTE S IFE VALVE P LAN • AN D- E D HL 5, IL 'MA'S R. r'ST EM SITE VA LV E D E •-• S II RAS T & 0 R WAT ER Ci OM P RESSED AI R MAN I-10 E N D R D I J H P P E. CO NDU IT F...) E LA 1 • •SITE WA(.:TJEWAJ'ER SYIT.JEM NOTES AND SCHEDULES CVQT k LA I 1A/CTFIV ce0TF14 Qvc‘Tr S'i'STEM Y ST Etvi eR 0 Fl LES RRO FILES PROFILES RO FILES PROFILES DETAILS DETAILS - HIGH LINE VVATER 0 FE FAG E E R SYSTEM P LAN -- SURFACE WATER SYSTEM PLAN PLAN R ENC.: I E r. I IA PLAN tit P E R SYS 1 E M E 'WAIF P SYS P LAN --- 5 E AC WATE.P, • DISTRICT 'STANDARD . DETAILS HIGHLJNE WATER DISTRICT sTAN DART DETAILS HHI INC WATER D 1 ST Pill STAN DAR D 0 Ef LS IGH LIN E WATER DISTRICT STANDARD DETAILS E lrII N E WATER DISTRICT STANDARD DETAILS N 0 ES AND SCHEDULES DI f! L.ro DETAILS ; pp SERIFS - . PROVEME..NTS • nyr PAI tv STRIPING, FENCING, AND GLJAR D RAI Li Pl..1,1\1 c1,5N C .C150 SIC 1\1 AC I IT' S 1 'LA4\1 ENTRY AREA • • A•kEJ . STUCTURAL P\ qERIF '."2; (.7E Ni[ NoTrci;• SO. 11 --- i 7, AVE11 E:1\11 • RAVENAENT P AVE MENT pAVFNALINiiti -• PAVE M ENT PAVE M EN •,-- 6/10/10 LAyouT '1 LA3'0 ---- Si NAG E 0 UT • - Si0»iAL LAI/01.)T -- NACi r 1..A) U 1/8/10 7/31/09 DATE C" t: 1 1:), T FENCI G STRIPING,, FENCING, piNG, FENCING, STRIPING„ 'FENCING, FENCING., S [12I7IN7. FE NCING, DETAILS SIDEWALK SIDEWALK K P AV EMEN1 I Ri "PING (1 I. J1-1; B 1 r1 . AN D R (31...ITT ER AN GIJAR CUARDRAIL DETAAJLS FENCE AND GATE DETALS 7, C L. LAtvilE D ETA L.3 SI G NAGE I NYE:NT° R)/ S I (....3k1 ,AO \ SIGWALaF INIAJENFORY LOCATicAL PLAN - ACC ESIS ROAD DETAILS D ETAL LS D ET Al LS DETAILS DETAI LE :S Gi NA,Ci t. . I D FT AI LS cirNACE 1/ SI G NAG E IN IA L. LAT 10 N DETAILS sTP UCTU QUALFY SSU RANCE SYANDARD STRUCTURAL DE STANDARD STRUCTURAL. DETAILS cJANDARD STRUCTURAL DEMLS '•17. STAND RD STRUCTURAL. DETAILS " IKS IKS IKS IKS CHK'D KRH KRH KRH KRH APP'D AND AND AND AND AND AND DETAILS DETAILS GUARDRAIL PLAN GUARDRAIL PLAN GUARDRAIL PLAN GUARDRAIL PLAN GUA3DRAT. PLAN GUARDRWL RDA AND DL FAIL DETAILS (Si.: '1AlN SITE 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 5022 - • GUARDRAIL/HANDRAIL DETAILS AND LIGHT GAUGE FRAMING. DETAILS 6023 - LIGHT GAUGE FRAMING DETAILS 100 SERIES - TRANSFER AND ISO BUILDING 8101 - TRANSFER /ISO . BUILDING - COMPACTOR BAY PLAN S102 ••- TRANSFER/ISO BUILDING; COMPACTOR BAY PLAN . REINFORCEMENT AND J 01 NI _AYOUT - • S103 - TRANSFER/ISO BUILDING TIPPING AND RECEIVING. LEVELS FLOOR PLAN 5104 --- IRAN SEER/TS° BUILDING - TIPPING. AND RECEIVING L FLOOR ELEVATIONS . S105 TRANSFER/ISO BULDNG - TIPPING AND RECEIVI\G LEVELS MISCELLANEOUS METAL PLAN . 5106 TRANSFER/ISO BUILDING • - GENERAL AR RAN G EM ENT SECTIONS S107 TRANSFER/ISO BUILDING - ISO FLOOR PLAN DETAIL . 5108 TRANSFER/T50 - ISO FLOOR PLAN DETAIL REINFORCEMENT 3109 TRANSFEAR/ISO BUILDING TIPPING AND RECEIVING LEVELS •FLOOR PLAN DETAILS It TRANSFER/ISO TRANSFER/ISO TRANSFER/T50 IRANSFE VISO TRANSFER,/LSO TRANSFER/ISO TRANSFER/TS° TRANSFER/ISO TRANSFER/TS° TRAN S FER/TS0 TRANSFER/ISO TRANSFER/ISO TRANSFER/ISO' TRANSFER/ISO TRANSFER/ISO' TRANSFER/TOO MANY:I:VISO TRANSFER/ISO TRANSFER/ISO TRANSFER/ISO' TRANSFER/ISO TRANSFER/TS° .TRANSFER/ISO TRANVER/TS0 IRA N $F ER/TS0 IRAN SEER/I S0 C-LINE WALL IRAN SFER/T50 TRANOFER/T50 TRANSFER/TOO TRANSFER /TOO BUILDING BUILDING BUILDING BUILDINIG BUILDING BUILDING BUILDING'. BUILDING BU I ED ING BUILDING BUILDING BUILDING BUILDING BUIL BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING .BUILDING BUILDING BUILD! NC BUILDING BUILDING BUILDING BUILDING 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 3 ECTIO COMPACTOR BAY COLUMNS . . WALL •SECTION • AND ELEVATIONS BEAM ELEVATIONS BEAM ELEVATIONS BEAM •E L EVATI 0 N BEAM ELEVATIONS BEAM - ELEVATIONS BEAM ELEVATIONS BEAM ELEVATIONS MISCELLANEOUS SECTIONS VIISCELLANEOUS SECTIONS MOMENT FRAME FOOTINGS MOMENT 'FRAK FOOTINGS MAIN FRAME FOOTINGS MOMENT 'FRAME FOOTINGS ISO COLUMN FOOTINGS A-LINE WALL, 19- WALL . P-LINE WALL, 20-LINE •WALL, AND M-LINE WALL SOUTH PUSH WALL TIPPING WALL - MISCELLANEOUS SECTIONS 3136 0137 • S138 5139 - 5140 ---- • N PA LOADING DOCK RETAINING WALLS S141 --- NPA LOADING DOCK RETAINING WALLS 5142 • TRANS BUILDING SPA WALLS 5143 - TRANSFER/TOO BUILDING - TOP LOAD BAY WEST WALL • 3144 TRANSFER/ISO 'BUILDING - TOP LOAD • BAY EAST WALL 5145 TRANSFER/ISO BUILDING - MISCELLANEOUS METAL ARMOR PLATE • S.14-6 TRANSFER/TSO BUILDING • -- MISCELLANEOUS METAL -- TOP 1....OAD & COMPACTOR CHUTES • 3147 - TRANSFER/TOO BUILDING MISCELLANEOUS VIF„:iTAL 7 TOP LOAD BAY BACK PLATE 5143 • TRANSFER/TOO ' BUILDING M SCELEANEOUS METAL. -- POST AND • CHAIN . 510 - TRANSFER/ISO BUILDING ROCEELIN EOUS METAL - POST AND CHAIN . 3IJO• - TRANSFER/TS° BUILDING MISCELLANEOUS METAL MISCELLANEOUS DETAILS 5151 TRANSFER/ISO BUILDING. - TRUCK WAS BULL RAIL, \PA- DEBRIS - WALL . • 200 'SERIES • TRANSFER AND . ISO BUILDING 8201 - TRANSFER/TOO BUILDING .TIPPING & RECEIVING LEVEL PLAN 5202 - TRANSFER/T50 BUILDING ISO LEVEL PLAN 5203 - • TFRAINTER/ISO .BUILDING ROOF - LEVEL PLAN 5204 - TRANSFER/TSO. BUILDING ENLARGED FLOOR PLAN EQUIPMENT LOADING LEVELS . 3205 ISO BUILDING • ENLARGED FLOOR PLAN TOO LEVEL PLAN . S206 ---- ISO BUILDING • ENLARGED FI._00R PLAN .ROOF LEVEL • AN 5207 ISO BUILD NC . PENTHOUSE ROOF AND MECHANICAL PL.AN TRANSFER BUILDING E/Acs) & WEST WALL FRAM INC EL EV,ATIONS 5209 - • TRANSFER BUILDING NORTH & SOUTH WALL FRAMM ELEVATIO 5210 TRANSFER BUILDING MOM :N1 FRAME ELEVATIONS 5211 - - RAN SEER • 3U1 L.DI NG MOMENT FRAME ELEVATIONS La King County Department of Natural Resources and Parks Solid Waste Division 5212 S213 5214 5215 5216 5217 S918 5219 S220 S221 5272 5223 5224 5225 5226 S227 S228 5229 S230 32.31 S232 S234 3235 5236 5237 3238 S239 S240 5241 S242 S743 5744 5245 52 3247 $ 248 5249 S250 5251 S257 flr 3LJJ 5254 5255 5756 3257 S258 5259 5260 3261 S262 S271 5272 S273 3274 3275 c. 5302 S303 S304 5305 5306 5307 3308 S309 5310 S311 5312 S313 S314 S315 S316 3317 3318 S319 TRANSFER BUILDING MCNIENT . FRAME ELEVATIONS TRANSFER BUILDING MOMENT FRAME ELEVATIONS - TRANSFER BUILDING MOMENT FRAME DETAILS - TRANSFER BUILDING MOMENT FRAME E) L ) {1 - TRANSFER BUILDING MOMENT FRAME DETAILS TRANSFER Bill LDING MOMENT ' FRAME E1.A1 - TRANSFER BUILDING MOWI■U FRAME DETAILS - TRANSFER BUILDING BRAcEb FRAME ELEVATIONS - TRANSFER BUILDING BRACED FRAME DETALs ISO BUILDING; WALL ELEVATIONS - TOO BUILDING BR' C ET) FRAME ELEVATIONS - TOO 3UI L.DI NG BRACED FRAME ELEVATIONS - ISO KILN NG BRACED FRAME DETAILS ISO BUILDING BRACED FRAME DETAILS - ISO BUILDING BRACED FRAME DETAILS TOO BUILDING BRACED FRAME DETAILS • TOO - BUILDING FAN! aliJMN ELEVATIONS AND - DETV TRANSFER BUILDING HORIZONTAL BRACING PLANS TRANSFER BUILDING H0 BRACING DETAILS -- TRANSFER BUILDING HORIZONTAL BRACING DE TAI TRANSFER BUILDING HORIZONTAL BRACING - DETAILS •TRANSFER BUILDING SKYEIGH PLANS ,AND DETAILS TRANSFER BUILDING SKYLIGHT PLAN - AND DEMI LS • - IRA \ SFER/ISO BUILDING SKYLIGHT PLAN D DETAILS TRANSFER BUILDING FRAMING DETAILS., - TRANSFER BUILDING FRAMING DETAILS TRA SFER BUILDING FRAMING DETAILS - TRANSFER BUILDING FRAMING DETAILS TRANSFER/TS0 BU ILD I NG FRAMING DETAILS TRANSFER BUILDING FRAMING DETAILS - TRANSFER BUILDING FEAMING DETAILS - 'TRANSFER BUILDING FRAMING DETAILS TRANSFER/TS° BUILDING FRAMING DETAIL:3 TRANSFER/ISO BUILDING FRAMING DETAILS. TRANSFER/T3° BUILDING FRAMING- DETAILS TRA \ISFEJVISO BUILDING FRAMING DETAILS - TRANSFER /TOO . -BUILDING FRAMING DETAILS • TRANSFER/TOO. BUILDING ROOF • MECHANICAL . SUPPORT - PLAN - TRANSFER/ISO BUILDING ROOF MECHAtist I CAL SUPPORT DETAiLs TRANSFER/ISO BUILD NO ROOF PLAN - . TRANSFER/ISO BUILD! NG ELEVATIONS ---- WIND NORTH & WEST 7 TRANSFER/ISO BUILDING ELEVATIONS EAST • ISO BUILDING BREAK ROOM PLAN & DETAI LS ISO BUILDING STAIR FRAMING STAIR 1 4` TRANSFER/TOO. BUILDING STAIR FRAMING STi- R TRANS FER/TS0 BUILDING STAIR DETAILS TRANSFER/ISO BUILDING STAIR -DETAILS TRANSFER/ISO BUILD! NG EXTERIOR STAIR FRAMING TRANSEEVTS0 BUILDING EXTERIOR STAIR DETAILS TRANSFER/TOO BUILDING EXTERIOR STAIR DETAILS TRANSFER/TOO BUILDING MISCELLANEOUS DETAILS NORTH . PROCESSING AREA FLOOR PLAN - NORTH PROCESSING. AREA ROOF PLAN . - • NORTH PROCESSING AREA WALL ELEVATIO N! NORTH PROCESSING AHA BRACED FRAM E ELEVATIONS NO RIF PROCESSING AREA DETAILS . NORT PROCESSING AREA DETAILS - SCALE FACILITY - SCALE FACILITY - SCALE FACILITY - SCALE FACILITY - SCALE FACILITY - SCALE FACILITY - SCALE FACILITY - SCALE FACILITY - SCALE FACILITY - SCALE FACILITY - SCALE FACILITI -- SCALE FACILITY - SCALE FACILITY - SCALE FACILITY -- SCALE FAC FOUNDATION PLAN - WEST' • FOUNDATION PLAN -- EAST FOUNDATION DETAILS' • FOUNDATION DETAILS .UNDERSCALE SLAB.' PLAN FOUNDATION. DETAILS SCALE HOUSE • PLANS SCALE HOUSE PLANS SCALE HOUSE SECTIONS • SCALE HOUSE DETAILS SCALE -OUSE DETAILS SCALE HOUSE DETAILS SCALE HOUSE DETAILS SCALE HOUSE DETAILS SCALE. HOUSE DETAILS 400 SERIES - RECYCLING • BUILDING 5401 - SOUTH PROCESSING AREA SLABS PAN S402 T SOUTH PROCESSING AREA SLAB DETAILS S403 - RECYCLING 'BUILDING. FOUNDATION & ROOF PLAN 5404 - • E \IC BUILDING DETAILS S405 - RECYCLING BUILDING .• DETAILS IIW {[K An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 DAD N 5.; N.00, LOAD '! G LC SOUTH & D .300 SERIES L ALE . F - AciLiji 3301 - SCALE FACILITY GENERAL ARRANGEMENT PLAN WEST SCALE FACILITY GENERAL ARRANGEMENT PLAN EAST SCALE FACILIPC GENERAL AR RANGEM ENT SECTIONS -7- SCALE FACILITY GENERAL ARRANGEMENT SEsTIONS . AND c 500 --•- • SITE WALLS 5501 - SE1AININC WALL G • 550? . RETAINING WALL H RETAINING WALL J . 5504 -- F NING WALL J R TA! NING \A/ALL J • 55116 . WALL K - 35DT' I WALL L • r,r,n7 A Anl rAvi, - P0 1 5 -- A016 - Al 02 Al29 - A131 --- Al 37 --- A 1 33 Al 34 , - A 1 3 - Al 600 SERES - MISCELLANEOUS STRUCTURES 5501 - TRAILER YARD TRUCK PADS 5602 - CENERATOR/EUELING STATION 1"OUNDATK.")N - SIGH BRIDGE 3604 - BRIDGE FOUNDATION 8605 SIGN 5607 --- CONCRETE BARRIER 5608 CONCRETE BARRIER.. ARCHITECTURAL Q0')..Lajj...h2BY csi 0 1 - Tso. Bun DINIc•-; - CODE SUMMARY EV': I c-N1 -NTRANSEERITS0 3UILDING -- TIPPING AND f-) • LEVELS • • ISO BUILDII\IG - CODE SLIMN , C CS f •-•-• ISO B Ul -- CODE • SUMMARY ••••--- 'ISO. LEVEL.. SCALE • •EACILI 8c, RECYCLING BUIL.DING CODE M AliO` F OR. pLAINs 10 SERIES - ARCHITECTURAL GENERAL Ao - ..RcHITEC•TURAL GENERAL ARCHITECIMk GENERAL. NOTES C(A) NOTES (& • LEGEND Ao • AR 0 TONAL GENERAL, - • VilAL l I (F) ES •SCHE DU L E ARCHITECTURAL GENERAL. - SCHLaLLIT, • -- P.aATECTURAL GENERAL AR C1-1 FIRJU 0 AL GENERAL ARCHITECTURAL: GENERAL EcL ARCH ITECTU RAL GENERAL RECESS . SCHEDULES MCHITECTURAL GENERAL ARCHITECTURAL GENERAL ARCHITECTURAL GENERAL ARCHITECTURAL GENERAL ARCHITECTURAL GENERAL . ARCHEFECTURAL GENERAL BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWING INDEX Eounaa AND lif.MING . D R(DOF - Pc`t" S - DOOR - LYRES & SC LI EDULE • EIJI\Jflfl\)\l TY P & SCHEID It E - OPENINGS SCHEDULE 'I - --1 A017A - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE AEFIUR Edsh /C\ 2L [UHF - HIRE EXTWASHER 3. -• FLOOR - NITERIOFT SIG NAG E LD1 1-11111.11..„E.: --- N IF RI 0 R I G N/ CF 1 ES -- I' \ ITER I 0 R. Ci NAG', E I P1 5r D ETA I , ` - .2.ASEWORK, D OA I LS ---- CAS EW 0 R K 1.1) I LS C5:5' EW 0 P tTA t.„5 100 S TRANSFER AND ISO BIAL.DINICS - TS 0 • B .D1NG • - FLOOR PLAN - COM PACTOR LE:VEI • A 1 01C T 0 BUILDING - HoRiZoNTAT. CLEARANCE PLAN COMPACTOR L r IFl _ TRANISFER/ISO BUILDING - ELOOR PLAN TIPPING &.; RECEIVING I_EVELS i BUILDING • - FLOOR PLAN - EQUIPMENT & LOADING LEVELS TS° BUILDING - FLOOR ..PLAN .- ISO LEVEL T RA N S FE R /ISO BUILDING ROOF PLAN ISO BUILDING -- ENLARGED .ROOF P PENTHOUSE PLANS 'TRANSFER/ISO BUILDING - EXTERIEP ELEVATIONS -•••-• SOUTH T.Sc EAST INANSEER/TS0 BUILDING - -;•-• NORTH ENLAF EXTERIOR ELEVATION( R D • EX JIRIOR ELEVATIONS' • EXTE'dC ELEVATIONS .. UILDIN SETS HON - NORTH 6c SOUTH UILDIN OFT HONI - EAST & WEST MINN_ UILDING LOTIONS COMPACTOR UILDING FERB IRAN FEJUILDI •[RAN •FER BUILD! IRAN FER BUILDIN VILDING - LONGITL BAYS ,1 .12.3C - ISO BUILDING LONGITUDINAL COMI PACT° R Ecilows . • VERTICAL. CLEARANCE PROFILES - ISO BUILDING - LATERAL BUILDING SECTION Al25 ISO BUILDING - LATERAL BUILDING SECTION Al26 - ,TS0 BUILDING - LATERAL BUILDING SECTION Al27 •ISO BUILDING - BUILDING SECTIONS • , Al28 ISO 3UILDING - BUILDING SECTIONS TOO BUILDING - PENTHOUSE' SECTIONS & DETAILS TRANSFER BUILDING - WALL • SECTIONS TRANSFER BUILDING WALL SECTIONS TRANSFER/ISO BUILDING - WALL SECTIONS TRANSFER/TS0 BUILDING - WALL SECTIONS ' P R ERMJ E UN C ITi E 94 : 2 : T RANSFER/1SO 'BUILDING -- WALL SECT IONS TRANsFER/Tso BUILDING -- WALL SECTIONS - I - RANSFER ' /ISO BUILDING WALL SRI ISO BUILDING - FASCIA SECTIONS 3: DETAILS . PROJECT NUMBER: SFR. OR 2 DRAWING NUMBER: C00405C09 G012 619 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 G018 - GENERAL ARRANGEMENT SITE PLAN AND BUILDING CONTROLS G019 M11.131ONFS 2 AND .5.3TE ENTRANCE TRAFFIC: MANAGEMENT PLAN G020 MILIT,TONE 2 TRAFFIC MANAGEMENT PLAN CO21 MHZJONE 2 TRWFIC MANAGEMENT PLAN G022 MII..ff.JONE TRAFFr MANAGEMENT PLAN 4 (") TRAF."F";(., 1\41NAc. EM NT Pi. C MI I :310 NI L RAI: El ( 1jj11 I F.1.111 pLA N G025 M I L. HT 0 NI TRAFFIC tdANAcEMENT PLAN G92". M LES C.)!\ E - G02).7 E G0[.8 M I E E MANAGE:MI EN. 0029 't•-IR. L. Lu. II CIVI ---- S 1 E. •-• • D E IE"EIIIII E1'1/ CO I 1 ••• - sn co 12: --• '51TE. DE M 0 C013 - E S CO 5 II SF ONE MEI.' 5 TO N (1;017 FRE C018 t:l?P.. LoAD 0019 PRE- -I. OAD C07 P LOAD 002 I ERE. • Li) ET A ..5 0022 •-• CL` El CO2 • FINAL SITE •-•• SIfE 0025 - EWT SITE P SUE CO27 FINAL SJF C098 FINAL SITE GRADING CO29 I 1 I IE ClAflill, PIAN COS.50 )1P1 I f,°>c, D PROFILES C.:031 CI..13 F... G PROFILES CO32 FINN_ snE GRNDING SEGUON5 C 03:3 SITE GRADING iS ECTIO NIS F I INAL SITE. ORAN\ IG Lc TuNs co:35 SETIONIS 003() FINAL sl GRADH\IG poINT 0037 - P 0 EROSION AND E ENT CO ITIR()I.. EN CO38 --•• I LN,IPORARI EROSION ANID SEDIMENT coN (.;;ENERAL I\ I ° TES 0039 --- HITIAL. TEMPORARY EROSION AND SEDIMENT (...:ONIROL PL1\N 0040 l'EMPORARY EROSIoN AND SEDIMENT CON TR 0 L. PLAN C041 LOA() (1N .-PLACE) ER0'.5. SLDIMENH CONTROL I') I N PI PL,NDE) . TF. - .MPORARY ER'D'.:- A N CONTROL PLAN 00/1-3 . 11 - :,11\APORARY F_RiDSID)N AND :"SEHMENT C044 FINAL 'TEMPORARY EROSION /:\ND SEDIMENT (.:;iDILLN(DI.. 0045 -- TEMPOr;,J\l'n 0046 TEivIPORAR\ 50--70 SERIES. PAVING CO51 M I I 51 1 1 C ) I 1 I 0 ITE. .PAVINIG P L..AN CO52 OVERALL. I' IN/\t 1 I PAVI P LAN C0) 3 FINAL SITE PAVING PLAN . CO54 FINAL SIT. PAvIN(.3 • 0055 FINAL SITE PAVING PLAN • CO56 F NAL; SITE PAVIN C [141 0057 FINIAL SITE PAVING PLAN . CO58 FINAL. SFIE PAVING PLAN . 0059 ROAD A P 0 El LE - siA 4 1 (1(1 To SIA i '1 .5 00 C060 - RO•AD A PF,OFILE STA ' TO STA ‘32--1.- 00. 0051 ROAD . E3 0+00 TO 1 1 •13+00 c062 FINAL. SITE RAMC, c.;URIR ES • • C063 FINIAL SITE PAVING CURB PLT 1Ij 0064 PAVEMENT AIND SURFACE SECTIC)1S 0065 MISCELLANEOUS P/WING DETAIL.3. COBB - TYPICAL ROAD OVERLAY SECTIONS; u ATER AND WA ST EWA1 C081 --••• SITE LIT! LIICSY. Al\,ID KEY MAP N . 0082 SITE -A.T SYS M PLAN C083 ---- SITE \NAT E. ID, S Y ST FM PLAN 8/ - - ER N ER./ .1.(z3 0 TR, AN S R /1 ; AS E /ESC, A S 131.„ ES ARCHITECTURAL, CONTINUED 100. SERIES - TRANSFER AND ISO BUILDINGS A.1 , 1-1 Di 1.-31,11I.D N Al 42 -- RAN SEER /1 BI„111...I) N G EA I P A143 1 HANSEL:I:R 1 ILI IN •51 SECTIONV: [)-E,TAl A144 IRAN S F B I)1 A I R 3ECTkC • A14-5 RAN IS /I BU ILL) CI --- IA E./ Ir.) E R E I C.J EIJ A I A 1 1 I "DI HOISTWAY -••••••-• ELF: n oN s A147 - D'7130 F.-11,111....1) I --- liVATOR El 0 I SP,A11-1 F...11\11...,AR E D TIO & • 5.; ECT101\1)3'. A 1 .48 Th-;(1) 1-101 STWAY E)E.TA1 A 1 /1-.'„) B 1.11LD I IN L. EVA f OR .(2; A GENERAL_ R A W.:',111\A • A 1 51 ISO l..I I G iA,R EA Pl..„AN11 - IIii P/ACEIDE • A152 - TRANSEER/ISO BUMS.ANG - AREA FIANS FOUIRMENJ A . 15:3 --- B I I...D ! AREA . Li\ 1 1E1E A15 ---- - 1 1 1 1 .1-11 ) . • BIJILDI r,„";•:, A R t 0 L. E.VE....L. A 155 [RAI FT R ---- F D CHUNK; L I V I RI (..I; ['V A1,56 -- ISO BUIL 1)1 IN C H L 1 I \ (. 1:,(1.1)1v1{-)/).„(Ii)TOR 1_11.1. 1A157 IRAINSFIER/1 BEI! LDI ING R L."1:7 LFCIFD C 1 1 N P A N •■■• Enj N TIPPIN C.; A . 1 '■.) " --- • LEL.. E CIED E ILI (.3 Al 61 Al 53 Al 64 A Al 56 A I ( . 1 A.1"21 ,`" 1 Al 7 • Al 7,3 A174 Al . 75 - Al - 76 • • A177 A 1 81 A182 A18, A184 ---- A185 - Al 86 1 87 ---- A 1 9 . 1 A 1 92. A193 A191 •00 A300 A.501 -- A302 - A30,3 -- A311 -- A - A321 -- A331 - A361 - A371 A372 1 - A38 • - A39 - F.-0 H i 1..); AN • "-- "'" • Al f.)-,•••U" • -- INITETIII 1...11:1711 1 •-• tt Pc..1 ---- • (.., Ei0l..111 fl )PH 11 TE.1 •1•11.•;(1) BUIL.1)11',IC BI --- • A1„111.... DI C ---- - 1 - 11:0 • ',I I )IPIG [)1:1 1T0\1\1: k,/ESO RI DUNG • • 2'[_I01? TAII!, RAN II:II- 1 . 1 ., , O HI .{II 'C P I-1E AD 1 , 1 )001'; F 1/- 11 B U1L I N -- I N DI')VII DE TAILS R ANS r R / BUILD . DET,A,11 EPA NI ` E /T 0 I 1 011'1G 0 P EI \I I N TR,A,INSE J [(J SO BU -- 'LAIL S • II If• (I.T 1 PAIN S //TS.; 0 U I L.()I C T N Lit If TP.AN RUH.12.)11\1;:' . FIER / 0 B (.11 1...011\1(.; DETAILS 'I"R. AI L H E ?/t B I L. • •1 EE /T C.) Fi I] 1 I...DING t1L. [..). \ .1 I 1 A F P E.11)11_1)11\1(.1.'-•: \( SCAL.EI. FAC1 L..11 2' ..2 F, mop E. FACILITY ----- ;CA LE:" II I 1..1TY Is's;CAL..• 1 AC 1 L.11)/ SCALE. FACILITY - SCA1.....E. •Ei.:•\ (11 L. FACILITY C,AL•• --• Ft.ALL FAC,ILITY - "NIT EP ELF„/ALITIONS INTEIT (OR ELEVATIO S LElT IOR 1 11\1111.11RIET,', N ELE).L./..\TION,IS - FOUftUE.I\IF - EQUIPMENT -- ISO I.. EVE.L. -- •S() 0 I EV E Ul r( • DEIT/I •---- F '1•• A19 • - I RAN 'IL", R III) DJ', LID I NC: ETHAN E. BAR IR IER. FLA:NI A196 - TRANSFER/TS° - Al 97 FLH L. DING --- ; Pi) D f RENT 0 Al 98 I PAEIS1- 1•31....11(.1)1NCI I PC E. A 1 c"II- 11-31...111...D1 NIG • E 1 BUILDING - METHANE BARRIER DETAILS 200 SERI P C) C E S I'S I N EA A20 N 0 TI•-•1 [I)1 0 Cf...,T,;(3 N Eft:\ ----• F- LOOP, PI LA N A202 ---- ORTH P OC FIE.;:.1-..)" I N C ,ARE.A ROOF A211 • NORTH P NG. AREA, R ELDIAT1()NS •A221 1 1\1C)P - TI-1 P ROC 11 AREA -- BUILDING 1- ,...-1T.C.TIONIS, F I E VA NI)RI1-1 EIRCJGESIIS.l11\117.-.1 AREA -- \„41/1\11... A281. Elf)R SC,..1,4, ....E. FA S (. 1"AC I L. ITY FIL.A7A PLAN -- ILO 0 R & LEC TE fl ij r:pLANs P LAN D ETA f 'HAIN L PI, AN ExTER.I.oR ELF:VA X.1L RIOR P WAI. 1 `,..3 H FR 1(..)1';,), El ..FV,AT1ON S DC)OR DETAIL,'; Wi• D (,) \Ai n„..iErAiLS DETAIL.S P N Et..)1 G, BE SYSTEM N...,TAIL.c•I ,°) 1‘, I ( .11 DESIGNED DRAWN IKS ABG 1 ft' :•••• I 1„.1 1)1,- s 'N WA11 LI`C: ic,Tr CC cr 7 1, 1 )1 1 , 11 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" I D 1 c1.4•Vii0 c A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE <: . ---- nt.,L1U RES 40 I RE C21» .NC F-100P PI 1\N , REFLECTED CEILING . PLAN 81: H A I \-.1 BAR R R PLANI .IRECYCI Li NG BUILDING - ROOF F-ThAl\I• E3U11 DNG SECTIONS LOWY Li 00 RA H_ LAN I C' • R1(....,ATIO R f oid ---- E VIAT 1 I N ---- IP R I ClAsT NI • FLAN 11: " .12 (,) MECHANICAL 10 SERIES • •- GENERAL M011 - MECHANICAL LEGENDS_ M012 - MECHANICAL SCHEDULES - 0 CHEO "I • GAL. C E D U LE'S M015 En ICAl. - M016 7 MECHANICAL SCHEDULES - 'SHEET 5 • M017 - •NREC COMPLIANCE AND MECHANICAL ABBREVIATIONS M018 - MECHANICAL DETAILS Q I , • LI ' I' 17) , 1\ic'isTP ri-mpi 0 (Fr pi 1-)1, - CO'MPACTO- LEVEL / TIPPING, ;;CEEVING \AIFIST CO1v1Pl\CTOR L.EVE 1.7 TI P P I NI C/ RECEIVING DC (c, (,)' ---- / 1 3j IF ii-1 Ph- UPPEEI LEVEL MEGI-1ANIC(L PLAN IM 105 Ic.?„/T`...-110 E C,HAN I CAL, ROOF PLAN Ivy10' TRA,NSFFRITSX..) B NIG EXJEIRIOR ELE EAST ?i• 1 Ni --- - HAN S / TS C') LH MhR G F.N Al) D El .I1.\,./AT I C) PI\ID WALL SEECTIC)1\-1 F 08 I iJr.:d NO FL PROCESSING, AREA MECHANICAL PI.J':\ NA 1 ic f RU LD ING DOW S 1)0 U I D RA I I-10SE R ER AN I) OP 'RISER SUPPORT DETAILS " so cm! - i - - - -'11.1k-/RL 0- I ill\ft M 1 12A ---- i 21- F5(.) 1.. N TIPPING/RE(;EIVING I...EVEL '\R FA. •PLU MBING P S 1\1124-A - IRA E ER/ IS 0 P N Ni125 En_1)1 NC "III PPING/REC EIVI NIG LEVEL.. Id PU DI.IST COLLECTOR AR F.:1, P BING PLAN \1 ?5A • ISE) BLI ILDI (I; T1 PPIN C 2NG LEVEL LOADNG AREA ENLARGED FL ‘,, PI ANS 7 5 13 .)1 PPIN Gc,/ R EC EIVI N G LEVFS .._ HP U U ST C 0 LLECI(DR, AREA El VAC PLAN IKS IKS IKS IKS CHK'D EC:Y( LI NG BUILD 1 INC.3 EK:TERI R L INTERIOR ELEVATIONS BuILD h SECTIONS & DETAILS • • • L.S /L:[ . El PLAN I...\ID5CAPEI. PLAIN pLAN L.AINI..)-S CAPE f.,:/-\\11.1)'"3CAPE PLAN \ NT SCHEDULE Ar DUALS - 1.1\1\11)' 5F:5AIt..5; Atm E., PLAN f•;) I: PI. 1 „ D 111 1111\ 1 1 A .1"i '‘ \ C \11; ',,UCVCC ,„„A":,:\c• LL. F qAJ IS\ / ra, ( 11„..AN 'TS C) 8 ij L.51 N 0 t% 4 PACT 0 R LI'\/EL EN L,ARGED \A/ATER AN D DRAINAGE PLAN TS() E.31L,E)1 RUILEN COMPACTOR • LEVEL. - EN LAR G E WAG PLAN COMPACTOR LEVEL ,AREA 1•'-'1„...LIM BING PLAN 0 M PACTO R .E\IEL AREA BING • PLAN ,.' LEVEL AREA, EIVACI PLAN • 1 11,4PACTOR LEVEL R DI NI•G • SECTIONS LEVEL VAULT DETAIL3 COMPACTOR LEVEL BUILDING SECTIONS TIS 0 . B LI11,..1.7) I IN 0 TIP PI NG/ NEC El Vi N 0 L\/E { F F LAR GED WATER AND nn?..AJNAGE, PLA,N1 TS 0 TIPPINGIRECEI VI NC LENEL ENLARGED . HVAC PLAN • TIPPING/RECEIVING KRH KRH KRH KRH APP'D PH(' F:ANIFOIP LUJIUMG r'dHr" BUILDft' SHEET 1 ',E;HE ET 2 SHEET 3 • SHEET . 4 FA r-r 1 I:NEL COMPACTOR LEVEL ENLARGED WATER AND DRAINAGE LEVEL H4LARGED PLUMEM IPPING/RECEIVII\IG LEVEL MISTING ROOM 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 M127 TRANSFER/ISO BUILDING TIPPING/RECEIVING LEVEL DUST • CC)ILECII ON SECTIONS M128 TRANSFER/ISO BUILDING ISO ROOF • LEVEL SOUTH :ELEVATION HVAC M129 r[RANSFER/TS0 'BUILDING COMPACTOR/LOADING AREA SECTIONS IN ISO BUILDING ISO LEVEL • ENLARGED 'vVATER . AND DRAINAGE PLAN . i LLO BUILDING ISO LEVEL HVAC FLOOR PI AN WEST' „ LI I 33 ISO BLIILD I N G ISO LEVEL HVAC FLOOR PLAN - EAST • NF 1.3 ISO BUILDING . T.S(:) LEVEL MECH ROOM . ENLARGED PIPING PLANS • . A D • ELEVATIONS ISO BUILDING ISO LEVEL M EC ki ROO °,11 ENLARGED HVAC PLANS AND ELEVATION ISO BUILDING ISO LEVEL JLUMBING • FLOOR PLAN . - WEST M137 ISO BUILDING ISO LEVEL PLUMBING FLOOR PLAN - EAST. D 38 . TRANSFER/ISO •BUILDING • ISO ..ROOF LEVEL ENLARGED • HVAC PLAN /1 4, 15.0 'BUILDING MECHANICAL SHAFT SECTIONS AND DETAILS \\ 1 TS() BUILDING ISO HVAC DIAGRAMS HYDRONE AND AIRSIDE M1-42 TRANSFER/ISO BUILDING RAINWATER/NPW BOOSTER SYSTEM 43 SCHE34ATIC DIAGRAM li,/11 'WASTEWATER D- CONTROL AN) 40NITORING SCHEMATIC .1',..)1AG RAM S • • M . 144 .M1SCELLANEOLJS CONTROL AND MONITORING SCHEMATIC DIAGRAMS 1 45 TRANSFP EMPLOYEE BUILDING HYDRON IC SYSTEM DIAGRAM PART .1 M146 ' SEER/RIP LOYEE BUILDING HYDRON I C• SYSTEM DIAGRAM PART 2 • M 7 MECHANICAL SYS HOU RN 0 E. OF OPERATIONS • M14-8 '14: MECHANICAL SYSTEMS SEQ1,1Et , ICF OE OPERATIONS . M151 IRAN S EER/ISO BUILDING • WATER SYSTEM - .=;(,_,H,E•mA - ric FART .M152 •TRANSFER/ISO • BUILDING • WATER SYSTEM SCHEMATIC --- PART 2 • M153 TRANSFER/ISO KJ! LD1 \ICD • WATER SYSTEM SCHENATIC PART M154- TRANSFER/ILL) BUILDING WATER SYSTEM SCHEMATIC - PART 4 . M155. - TRANSFER/ISO BUILDING DRAINAGE SYSTEM- SC- DAT! C • M156 ---- • 'ERANSEER/ISO BUILDING WASTE AND VENT RISER DIAGRAM Iv1161 - TRANSFER/EMPLOYEE BUILDING DIJST- AND ODOR CONTROL MISTING • . S'ySIEMS PLAN .;F DUST AND ODOR CONTROL MISTING M162 .1\4163 . HANSFER/ISO BI )LDING DUST AND 0 OR CONTROL_ visTI NG SYST EMS SCHEMATIC M•171 TRANSFER/ISO BUILDING RAINWATER VAULTS M I 72 'TRANSFER/ISO BUILDING TIRE WASH/RAINWATER PLAN 1 9 1 [PAUSE ER/TSO BUILDING TIRE WASH VAULT PLANS AND • `,..-.;ECTIONS - MANS:TER/ISO P III DI \G ERE SPRINKLER PLAN AND - CRITERIA TS() Bl...111.J)ING COMPACTOR LEVEL FIRE SPR1NKL,ER PLAN M193 1RANS t ER/TS0 BUILDING TIP FING/RFCFIVING LEVEL FI FE SPRI WIER P LAN M19 TRANSFER/ISO BUILDING ISO LEVEL/TIPPING/RECEIVING ')PPE PPE 4- LEVEL, .EIRE SPRINKLER PLAN EIRE P ll'OTECTI ON SPRINKLER SYSTEM SCHEMATIC DIAG:RAMS M195 300 SERIES -- SCALE FACLITY MA • - SCALE:. FACILITY PLUMBING PLANS - 302 --- SCALE. FACILITY HVAC PLANS • . M303 SCALE EACH...11 HVAC SECTIONS 400 SERIES - _MISCELLANEOUS STRUCTURES M401 - RECYCLING BUILDING HVAC & PLUMBING PLANS • AND PIPING • DIAGRAM m431 FUELING STATION PLAN M4-32 RIF:LING STATION SECTIONS • ELECTRICAL • 10-SF ) SERIES GENERAL E011 - STANDARD ELECTRICAL - SYMBOLS AND ABBREVIATIONS - E0 12 - LUMINAIRE SCHEDULE E.013 - ENERGY COMPLIANCE 7 03MS. - LIGHTING - ELECTRICAL • ONE -LINE DIAG: '7 POWER E015 GAS -1v1ONITORING SCHEMATICS 1 E01 ECC M N IS - E) King County Department of Natural Resources and Parks Solid Waste Division PLAN - GRAM E0 I7 TRANSFER/ISO ,!k SCALE FACII IP( INTRUSION., FIRE ALARM e3c, • DETECTION DIAGRAMS • & 'DETAILS • • 1 E02 1 ELECT R EAL SON:DUI ES --- P.AN EL Sql EDULES E022 ELECTRICAL • SCHEDULES -•-• PANEL SCHEDULES 1E023 - ELECTRICAL • SCHEDI_ILES EQUIPMENT CONNECTION SCHEDULES E0I24 - ELECTRICAL HE -- CONDUIT • SCHEDIJLES E030 ELECTRICAL 'SITE • LIGHTING • • [031 EILECTRICAL SITE • PLAN - POWER & SIGNAL E032 - • TRANSI- tR/TS0 BUILDING - GROUNDING FLOOR ELECTRICAL E040 ELECTRICAL DETAILS - SITE 5.941 ---- ELECTRICAL DETAILS - SITE E042 - ELECTRICAL DETAILS - GROUNDING/LIGHTNING • PROTECTION SYSTEM E. 043 ELECTRICAL .S ECT1 ON S - LIGHTNING PROTECTION E044 ELECTRICAL DETAILS --- GROUNDING/LIG 'ENING I PROTECTION SYSTEM ELECTRICAL; DETAIL3 LIGHTING E04 ELECTRICAL DETAILS E047 ELECTRICAL - DETAILS E048 TRANSFER/ISO • BUILDING ELECTRICAL STAIR sEc E049 TRANSFER/ISO BUILDING ELECTRICAL RCYLM LLCHONL E050 .ISO BUILDING ENI.1\ RUT ELECTRIC:AL ROOM PLAN - COMPACTOR LEVEL , • E051 ISO BUILDING ENI ARCED ROOF & Nn--, OUSE" PiI kr • - ELECTRICAL E„.052 ELECTRICAL DETAILS - 'TELECOM . 60-70 SERIES - INSTRUMENTATION E060 INSTRUMENTATION SYMBOLS & BBREVIATIONS E061 -- • INSTRUMENTATION SITE PLAN E062 - I NSTR U ENT/A TRANSFER BUILDING ri OOP E063 - INSTRUMENTATION ENLARGED AREA PLANS • #2 E064 - PROCESS (S.{.. I NSTRUM FNITATI ON DIAGRAM [065 P ROC ESS & INSTRUMENTATION DIAGRAM E066 - P ROC FSS & INSTRUMENTATION •DIAGRAN/1 E067 PROCESS & INSTRUMENTATION DIAGRAM EO 68 E069 E070 E071 EO 72 E073 [074 E075 E076 E077 E107 E108 - E109 - E110 El- 11 - E112 --- E113 - E114 -F115 F 16 - ECK An SAIC Company PROCESS & INSTRUMENTATION DIAGRAM #:5 - PROCESS & INSTRUMENTATION DIAGRAN P..) • • PROCESS & INSTRUMENTATION DIAGRAM MAIN CONTROL PANEL- 'MCP' • -- DETAILS AND 5Y'0:1 MAIN- CONTROL. PAN EL 'MCP' POWER DI N g•PiN(.3 DIAGRAM • TYPICAL DISCRETE I/0 WIRING DIAGRAM :S 'TYPICAL ANALOG I/0 WIRING DIAGRAMS • INSTRUMENTATION DETAILS CONTROL SYSTEM BLOCK DIAGRM INSTRUMENTATION CONDUIT AND WIRE, sc.HEDI..11....F .100 SE TRANSFER/TEL BUILDING E101 - TRANSFER/1SO BUILDING POWER LEVEL E102 - TRANSFER/ISO B U LD LNG POWER e, TIPPING/REUVING LEVEL • . E103 - IRANSFER/ISO BUILDING 'POWER (3 Is'LAN El 04 - TRANSFER/ISO BLIILDING ROOF PLAN •- E-LEcTRict„,i E105 .ISO• BUILDING - ENLARGED Ft OOP PLAN COIV FACTOR LEVEL E 1 06 -• ISO BUILDING EN ARCED FLOOR r F i --' POWER AND COMPACTOR LEVE L ISO BUILDING --- ENLARGED FLOOR PLAN CO M FAUN LEVEL ISO BUILDING - ENLARGED FLOOR EQUIPMENT . k LOADING LEVELS - ISO BUILDING -- ENLARGED FLOOR EQUIPMENT (9;; LOADING LEVELS • ISO BUILDING ---- ENLARGED FLOOR PLAN LPUlflMEN & LOADING LEVELS ISO BUILDING - ENLARGED FLOOR PI.../V P0v EQUIPMENT LOADING LEVELS - TRANSFER BUILDING - ENLARGED 'FLOOR, SIGNAL - LOU M ENT & LOADING LEVELS TRANSFER 'BUILDING - ENLARGED FLOOR PLAN SIGNAL - EQUINENI & • LOADING . LEVELS TRANSFER BUILDING -- ENLARGED FLOOR • PLA.N POWER SIGNAL •EOLJIPM ENT & LOADING LEVELS ISO BUILDING --- MI-ARCED FLOOR PLAN I- POWER SIGNAL ISO LEVEL ISO BUILDING NF i\(5{ FLOOR BI._"*1 -- PO \ALER AND ISO LEVEL E151 TS( ) ElJILDIN•G FLOOR -LAN • UGHTilc cimpAcTOR- LEvEL E I 52 - ISO (Se, TRANSFER BUILDING FLOOR PLAN - EIGHTINIC '- EQUIPMENT & LOADING LEVELS • • E153 - ISO. BUILDING HOOP PLAN - LIGHTING ---- ISO LEVEL E155 - ISO BUILDING - ENLARGED FLOOR PLAIN COMPACTOR LEVEL. E156 ISO BUILDING -- ENLARGED FLOOR PLAN LIGHT -- COMPACTOR LEVEL E157 — ISO BUILDING - ENLARGED FLOOR PLAN HCHTING - COMPACTOR LEVEL - El 58 - ISO & TRANSFER DIJILDING - LNLAF' F I „, 2 PLAN EQUIPMENT & LOADING LEVELS - • El 59 - TSO BUILDING -- ENLARGED FLOOR EQUIPMENT ,S.L LOADING LEVELS E160 ISO BUILDING ENLARGED FLOOR LA ft.. F FC • - EOUPM ENT (3r, - LOADING LEVELS El 61 • - ISO & TRANSFER BIJILDI E N LAP G 7 LOOR F 2 AN - LIGHTING . - EQUIPMENT & LOADING LEVELS E 1 69 ISO BUILDING - FEILARGED FLOOR PLAN - LIGHTING Is0 LEVEL - • El 70 - ISO • BUILDING - Er''MARCED •FLOOR PL,q\I HG I H ---- ISO LEVEL 300 SERIES -- SCALE FACILITY E300 - SCALE FACILITY PLAZA PLAN PLAN PLAN R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 ANc I pnwcp vdr, --•-• P C.•11 AN D --• POWER • (" (..^.; NA. L. -- PC)Vt„,1:r... - Di_r* 1 ICI-171\r •Tcr) LEVEL SIGNAL SI G1J1LL . c "•••• r (?!.: • •ALE FMAITY • FLOO & ROOF N LANS ELECTRUM. • SCALE FAO LITY ATM AND FOLMWHON PLAN OP:ARICAL SCALE FAULTY • - ELECTRICAL DE/ IF JISCELLAN EOUS STE . RECYCLING BUILDING FLOOR P1 iN! • FU EU NO STATION ELECTRICAL PLAN F 'c 1A,RIV•k! 0 R K SUPPORT SITE PLAN AWDDIT' ARTWOR < SUPPORT FOUNDATION P I...AN AR TWO.RK SUPPORT FRAMING PI_ANI • . . AV\1004- - ARTWORK SUPPORT FOUNDATION 19 ET111±:."-.; li4005 ARTWORK SUPPORT DETAILS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWING INDEX EL EC1RICA!.. RECEIVED JUN 1 4 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 3 C00405C09 DRAWING NUMBER: G013 619 SYMBOLS 0 2.5% EB W 0 0 0 n SURVEY CONTROL CIVIL CONTROL POINT ROAD GEOMETRY POINT STRUCTURAL ANGLE POINT GRADING CONTROL POINT BORE HOLE SIGN ROCKERY EVERGREEN TREE DECIDIOUS TREE CUT /FILL SLOPE GRADE INDICATOR DRAINAGE INDICATOR FIRE HYDRANT EXISTING WATER METER EXISTING WATER VAULT EXISTING WATER VALVE WATER VALVE EXISTING STORM DRAIN CATCH BASIN EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING YARD DRAIN STORM DRAIN CATCH BASIN TYPE 1 STORM DRAIN CATCH BASIN TYPE 2 WITH STORM DRAIN CATCH BASIN TYPE 2 WITH SOLID LID/ SANITARY SEWER MANHOLE 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" ANCHOR BLOCK CULVERT FLOW DIRECTION TEMPORARY OUTLET PROTECTION EXISTING ELECTRICAL EQUIPMENT LIGHT POLE BASE ELECTRICAL VAULT PIPE OR CONDUIT CAP SENSITIVE AREA CONTROL POINT D B A REV 6/10/10 IKS IKS IKS IKS CHK'D KRH 1/8/10 1/8/10 KRH KRH 7/31 /09 DATE KRH APP'D GRATE LINETYPES T T T- P P P- E E E A A - PW PW-- PW PW — - SS SS SS SS SD SD SD SD— D D D D UD UD UD TSD TSD TSD - >C-->C >C- 250- 248 NS IN INS EMI mil Nil IA mill mil NO EMI WI Ell ma NE NE WI NM 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 MAJOR R 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 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 ONE —WAY } THESE LINETYPES ARE USED IN COMBINATION TO SHOW COMBINED TRAFFIC LANES MATERIALS // y y • } .• • >o oouo ooU, .. / / / / / / / / / - c) ' ( 0 0 o p C) 0 MAW 0 c3___22:=1 F4W ***a ON DWG 5 THIS SECTION IS IDENTIFIED AS: SECTION CUT ON DWG 4 AND SHOWN ON 5: SECTION CUT ON DWG 4 AND SHOWN ON 4: FEK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 ' King County Department of Natural Resources and Parks Solid Waste Division DEMOLITION /REMOVAL (PLAN) WETLAND AREA (PLAN) HMA SURFACE (PLAN) HMA PAVEMENT (SECTION) CONCRETE (PLAN AND SECTION) GRAVEL BORROW (SECTION) EMBANKMENT FILL (SECTION) NATIVE SOIL (SECTION) SAND /CDF (SECTION) LIGHTWEIGHT BACKFILL (SECTION) BENTONITE (SECTION) QUARRY SPALLS (PLAN AND SECTION) PIPE BEDDING (SECTION) CSTC (SECTION) CSBC (SECTION) GRAVEL BACKFILL (SECTION) GRAVEL BACKFILL FOR DRAINS (SECTION) GRAVEL SURFACE (PLAN) TOPSOIL APPROXIMATE AREAS TO BE COVER WITH STRAW OR OTHER APPROVED GROUND COVER BMPPRIOR TO COMPLETION OF WORK APPROXIMATE AREAS TO BE COVER WITH PLASTIC SHEETING FOR LONG TERM SOIL COVER PRIOR TO COMPLETION. OF WORK TYPICAL SECTION AND DETAIL REFERENCE SYSTEM SECTION LETTER DWG ON WHICH SECTION APPEARS SECTION LETTER DWG ON WHICH SECTION IS CUT SECTION LETTER SECTION APPEARS ON SAME DWG AS CUT DETAILS ARE REFERENCED IN A SIMILAR MANNER EXISTINGCEPT NUMBERS ARE USED INSTEAD OF LETTERS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LEGEND RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. 4 000405C09 OF: DRAWING NUMBER: G014 619 0 0 0 N 0 ABBREVIATIONS O 2 0 0 0 . R5 S 0 n 3 E DET C W w AASHTO AB ABS ABV AC ACB ACI ACOUST ACP AD ADA ADJ AFF ALUM APPROX ARCH ASSY ASTM ATB ATS AVE BFP BI BLDG BMP BO BOS BOT BPA BRKT BVC BVCE BVCS BW C CA CAMH CAT CB CC CCP CDF CFM CHKR CHRL CI CIP CJ CL CLR CMP CMU CO COL COM COMM COMP CONC. CONF CONN CONST CONT COR CPEP CPJ CSBC CSTC CSW CT CTJ CTR CTRSK CW CY D DB DBL DCW DDCBPA AT AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ANCHOR BOLT(S) ACRYLONITRILE BUTADIENE STYRENE ABOVE ASPHALT CONCRETE, ABOVE COUNTER AUTOMATIC CIRCUIT BREAKER AMERICAN CONRETE INSTITUTE ACOUSTICAL ASPHALT CONCRETE PAVEMENT ALGEBRAIC DIFFERENCE AMERICANS WITH DISABILITIES ACT ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM APPROXIMATE ARCHITECTURAL ASSEMBLY AMERICAN SOCIETY FOR TESTING AND MATERIALS ASPHALT TREATED BASE AUTOMATIC TRANSFER SWITCH AVENUE BACKFLOW PREVENTER BLACK IRON BUILDING BEST MANAGEMENT PRACTICE BOTTOM OF, BY OTHERS BOTTOM OF STEEL BOTTOM BACKFLOW PREVENTOR ASSEMBLY BRACKET BEGIN VERTICAL CURVE BEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE STATION BOOT WASH CHANNEL, CONDUIT, CONCRETE, CONDENSATE COMPRESSED OUT COMPRESSED AIR MANHOLE CATEGORY CATCH BASIN CENTER TO CENTER CEMENT CONCRETE PAVEMENT CONTROLLED DENSITY FILL CUBIC FEET PER MINUTE CHECKERED CEDAR HILLS REGIONAL LANDFILL CAST IRON CAST IN PLACE CONSTRUCTION JOINT CENTERLINE CLEAR, CLEARANCE CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMMERCIAL COMMUNICATIONS COMPACTOR CONCRETE CONFERENCE CONNECT CONSTRUCTION CONTINUOUS CORNER CORRUGATED POLYETHYLENE PIPE COMPLETE JOINT PENETRATION CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CONTAMINATED STORMWATER CURRENT TRANSFORMER CONTROL JOINT CENTER COUNTERSINK COLD WATER CUBIC YARD DRAIN DRAINAGE BASIN DOUBLE DEMAND CRITICAL WELD DOUBLE DETECTOR CHECK BACKFLOW PREVENTION ASSEMBLY DETAIL DESIGNED DRAWN IKS 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 C B A REV 6/10/10 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 REVISION DESCRIPTION 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 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 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 JANITOR JOINT LEACHATE, LENGTH, ANGLE LEASE AREA LAVATORY POUND LEACHATE CATCH BASIN LOCKER LINEAR FEET LANDFILL GAS LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LOW POINT LONG SLOTTED HOLE LEFT, LIGHT LOUVER MANUFACTURER MATERIAL MAXIMUM MOLLY BOLT METAL BUILDING CONTRACTOR MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTOR MEDIUM DENSITY OVERLAY MECHANICAL MEZZANINE MANUFACTURER MANAGEMENT MANHOLE MALLEABLE IRON MINIMUM MISCELLANEOUS MECHANICAL JOINT MONUMENT MOISTURE RESISTENT GYPSUM WALLBOARD MEAN SEA LEVEL MANUFACTURER'S STANDARDIZATION SYSTEM MOUNTED METAL NORTH NOT APPLICABLE NATURAL NORTHEAST NATURAL GROWTH PROTECTION AREA NOT IN CONTRACT NUMBER NOMINAL NORTH PROCESSING AREA NON— POTABLE WATER NEAR SIDE NOT TO SCALE NORTHWEST ON CENTER, OVER CURRENT OCCUPANTS OUTSIDE DIAMETER ODL ODH OH OL OPNG OPP OPS OS &Y OSA OWS P —LAM PB PBS PC PCF PDC PDH PDV PE PENET PERF PH PI PIV PJ PKWY PL PLAS PLC PLT POC PR PRC PRV PSE PSF PSI PT PV PVA PVC PVDF PVI PVMT PW King County Department of Natural Resources and Parks Solid Waste Division R RA RCP RD REC RED REF REINF REQ RGS RM RO ROW, R/W RSTRM RT S SA SAFB SC SCH SCV SD SDCO SDMH SE SEC SED SF SH SHR SHT SIM SJ SK SL SLDG SMH OUTSIDE DROP — LOW OUTSIDE DROP — HIGH OVERHEAD OVERLOAD OPENING OPPOSITE OPERATIONS OUTSIDE STEM AND YOKE OFFSITE AREA OIL —WATER SEPARATOR PLASTIC LAMINATE PERIMETER BERM, PULL BOX PUSH BUTTON STATION PRECAST, POINT OF CURVATURE, PUMPER CONNECTION POUNDS PER CUBIC FOOT POWDER COATED PIPE DEFLECTION, HORIZONTAL PIPE DEFLECTION, VERTICAL PHOTOELECTRIC, POLYETHYLENE PENETRATION PERFORATED ACIDITY POINT OF INTERSECTION, POST INDICATOR POST INDICATOR VALVE PANEL JOINT PARKWAY PLATE, PLACE PLASTER PROGRAM LOGIC CONTROLLER PLATE POINT OF CONNECTION PAIR POINT OF REVERSE CURVATURE PRESSURE REDUCING VALVE PUGET SOUND ENERGY POUND(S) PER SQUARE FOOT POUND(S) PER SQUARE INCH POINT OF TANGENCY PHOTOVOLTAIC, PLUG VALVE (ECCENTRIC) PHOTOVOLTAIC ARRAY POLYVINYL CHLORIDE, POINT OF VERTICAL CURVATURE POLYVINYLIDENE FLOURIDE POINT OF VERTICAL INTERSECTION PAVEMENT POTABLE WATER RADIUS, RANGE, RISE, RIGHT RETURN AIR REINFORCED CONCRETE PIPE ROOF DRAIN, ROAD RECEPTACLE REDUCER REFERENCE REINFORCED, REINFORCEMENT, REINFORCING REQUIRED RIGID GALVANIZED STEEL CONDUIT ROOM ROUGH OPENING RIGHT OF WAY RESTROOM 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 IECK An SAIC Company SNGL SOG SP SPA SPEC SQ SR SS SS /IND SSL SSMH. SSR SST SSWA ST STA STC STD STL SUPT SUSP SW SWP T T &B TBD TD TEMP TESC THK TO TOC TOF TOG TOM TOS TOW TRTD TS TSD TS0 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 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 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ABBREVIATIONS WS WSDOT WTS WW WWF X STRONG XFMR YD WATER STOP WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WELDED THREADED STUD WASTEWATER WELDED WIRE FABRIC EXTRA STRONG TRANSFORMER YARD 01- RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 5 C00405C09 DRAWING NUMBER: G015 619 CONSTRUCTION LIMIT POINTS ,& POINT NORTHING EASTING DESCRIPTION 1 160565.38 1284825.91 2 160596.60 1284824.97 3 160689.57 1284880.73 START OF EXISTING FENCE 4 161414.24 1284980.38 START ALONG FACE WALL A 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 DESIGNED IKS D- mow JF 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 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 ■ LW 2445 +33.3 (215' RT) N 161925.88 E 1285046.93 tgl King County Department. of Natural Resources and Parks Solid Waste Division . �o PLAN I 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. 4 PROPERTY LINE EUK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 280 CONSTRUCTION LIMITS ` 2, o N j o VY 1 .0 0 cz, 00 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. 100 = 100' -0" • BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT GENERAL NOTES AND PROJECT AREA BOUNDARY RECEIVED JUN 14 2010 PERMIT CENTER 0 100 200 Scale Feet PROJECT NUMBER: SHT. OF: C00405C09 6 619 DRAWING NUMBER: G016 O w O w CO 0 Co J J Q 0 J z U- - EXISTING WALL A --� 230 EXISTING WASTEWATER - -= =,� -2�`- %', TANK _ -- ---- -- Zo �. 1 - O. CONTROL POINT TABLE ID # NORTHING FASTING 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 DESIGNED IKS DRAWN JF VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" REV ELEV. 286.500' 290.711' 6/10/10 1/8/10 FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 1/8/10 7/31/09 DATE IKS IKS KRH KRH KRH KRH IKS IKS CHK'D APP'D • RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION SECTION 35, TOWNSHIP 23N, RANGE 4E J PLAN • -�- DRIVING RANGE EXISTING CONDITIONS AND Q SURVEY CONTROL I /s % SCALE: 1 " = 80' EC An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 l King. County Department of Natural Resources and Parks Solid Waste Division GENERAL NOTES 1. SEE SPEC SECTION 01140 -WORK RESTRICTIONS FOR PROTECTION OF EXISTING FEATURES. 2. SEE UTILITES DWGS FOR APPROXIMATE EXISTING UTILITIES LOCATIONS. SURVEY CONTROL 1. HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM, NORTH ZONE NAD83/91 PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING FAST - STATIC (CPS) 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. =80' -0 HC 17 -7 (WSDOT) APPROX 1/2 MILE NORTH EXISTING - °-- - - _� _ WALL D, Scale BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT EXISTING CONDITIONS AND SURVEY CONTROL 2so 22 80 0 80 ti RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 7 DRAWING NUMBER: Feet 160 C00405C09 G017 619 O a CD W PLAN SITE GRADING SCALE: 1 " = 80' ISSUED FOR CITY OF TUKWILA PERMITS FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS TRANSFER /TS0 BUILDING — FUELING FACILITY AND ENGINE GENERATOR SET WAST HOLD DRIVING ANGE t: )/ 1. BUILDING LOCATIONS ARE AS FOLLOWS. BUILDING SURVEY CONTROLS TRANSFER/ISO BUILDING: GRID REFERENCE INTERSECTION A/11 N 162085.845, E 1285191.512 GRID ROTATION: 73.39 SCALE FACILITY: GRID REFERENCE INTERSECTION A/1 N 161535.380, E 1285094.790 GRID ROTATION: 87.21 RECYCLING BUILDING: SOUTHWEST CORNER N 161754.555, E 1285241.611 NORTHWEST CORNER N 161794.764, E 1285286.144 00 0 L 0 v 0 c 0 a N E v co 0 0 0 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A REV 7/31/09 DATE IKS CHK'D KRH APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 11CRK 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 ECEIVED `JUN 14 2010 IT CENTER 80 DRAWING NUMBER: Feet G018 160 619 0 0 uJ 0 LL W m 0 00 J J V U ce 0 LL D Cl) J z LI. OPENING SCHEDULE FROM — TO N N0. N NOMINAL SIZE L LOCATION D DETAIL /SECTION D DESCRIPTION N NOTES I PENET TYPE I PENE7 TYPE (HEIGHT AFF (PLAN /ELEVATION (DETAIL aV3Hl 9 WVf 11IS COMPACTOR L LEVEL — — TSO BUILDING CONTINUED C01 —006 4 40 4 4" DIA W WALL M M114A 1 1-1/4" TEPID WATER I INSULATED PIPE 41 8 8" DIA W WALL M M114 4 4" NPW I INSULATED PIPE 42 8 8" DIA W WALL M M114 4 4" NPW I INSULATED PIPE 48 2 24" DIA W WALL M M115 2 24" ROUND EXHAUST DUCT C C06 SPACE ABOVE RESTROOMS /BREAK ROOM 49 1 13 "x13" W WALL M M115 9 9 "x9" — 2" LINED SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 54 2 24" DIA W WALL M M115 2 24" ROUND EXHAUST DUCT C C06 SPACE ABOVE RESTROOMS /BREAK ROOM C01 -007 3 30 2 24" DIA W WALL M M115 60 5 5" DIA C CEILING E E106 H HPU FEEDER — 3 ", P008 61 5 5" DIA C CEILING E E106 H HPU FEEDER — 3 ", P009 62 5 5" DIA C CEILING E E106 H HPU FEEDER — 3 ", P010 63 5 5" DIA C CEILING E E106 H HPU FEEDER — 3 ", P011 C01 —008 3 31 2 24" DIA W WALL M M115 C01 -108 6 60 4 4" DIA C CEILING E E106 2 2" FEEDER TO DUST COLLECTOR DISC. SW — P015 C01 -109 6 60 4 4" DIA C CEILING E E106 F FEEDER TO 2T1 — 2 -1/2 ", P028 C01 -111 0 01 6 6'x10' C CEILING 02 6 6'x10' C CEILING ' ' CO1A —SUF 3 30 4 4" DIA F FLOOR M M111 M METHANE VENT S SIZE INDICATED IS NOMINAL PIPE DIAMETER ` 31 4 4" DIA F FLOOR M M111 L LEACHATE WASTE S SIZE INDICATED IS NOMINAL PIPE DIAMETER ' 32 1 12 "x24" F FLOOR M M111 B BASKET DRAIN BD -1 33 4 4" DIA F FLOOR M M111 L LEACHATE WASTE CLEANOUT S SIZE INDICATED IS NOMINAL PIPE DIAMETER ` CO1A —SUW 4 42 1 14" DIA W WALL M M112A 1 10" FIRE SPRINKLER V VERIFY SIZE WITH SPRINKLER CONTRACTOR 43 4 4" DIA W WALL M M112A 4 4" DOMESTIC WATER SERVICE S SIZE INDICATED IS NOMINAL PIPE DIAMETER s 44 6 6" DIA W WALL M M112A 6 6" RAINWATER SUCTION LINE S SIZE INDICATED IS NOMINAL PIPE DIAMETER o 60 4 4" DIA W WALL 1 16' —O" E E101 F FEEDER TO 4N1 — 2 ", P032 61 4 4" DIA W WALL 1 16' —O" E E101 T TELECOMM TO E115 — 2 ", T331 ` 62 4 4" DIA W WALL 1 16' -0" E E101 T TELECOMM TO E115 — 2 ", T331 CO1A — STC 3 36 8 8" DIA W WALL M M121 4 4" NPW I INSULATED PIPE 4 OPENING SCHEDULE FROM — TO A NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES COMPACTOR LEVEL — TS0 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/M 117 COMPACTOR BAY DRY VALVE VAULT 52 SEE DETAIL FLOOR M111 3/M109 BOOT WASH 53 6" DIA FLOOR M111 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 54 4" DIA FLOOR M111 SOIL WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER C01 —EXW 55 6" DIA WALL M112 LEACHATE WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER C01 —ELEV 30 6 "x6" WALL M113 SIZE INDICATED IS NOMINAL DUCT SIZE C01 —0O3 32 6 "x6" WALL M113 SIZE INDICATED IS NOMINAL DUCT SIZE C01 —004 31 6 "x6" WALL M113 56 4" DIA CEILING M112A 4" SOIL WASTE UNISEX TOILET 104 PLUMBING CHASE C01 —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' —O" 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 • 6 4" D A WALL 16 —'0" E050 FEEDER TO 2T1 — 2-1/2", P028 I PENET TYPE HEIGHT AFF (PLAN /ELEVATION DETAIL aV3Hl BWVfI 11IS <EY TO OPE \I \G SCHEDULE: 1. OPENING ASSIST 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 HE NUMBERS ASSIGNED TO THE TWO ROOMS OR SPACES AND BY A DISCRETE OPENING NUMBER AS DESCRIBED BELOW: A. ON THE OPENING SCHEDULE, THE LOWER NUMBERED ROOM OR SPACE IS LISTED FIRST. FOR VERTICAL PENETRATIONS, ROOMS OR SPACES ON LOWER LEVELS ARE LISTED FIRST. B. ON PLANS AND ELEVATIONS, THE DISCRETE OPENING NUMBER IS LISTED WITHIN A PENTAGON ICON. IF ONE OF THE ROOMS OR SPACES IS NOT EVIDENT ON THE PLAN OR ELEVATION, ITS NUMBER IS LISTED BELOW THE PENTAGON ICON. C. EXTERIOR SPACES ARE INDICATED THUS: EXW OPENINGS THROUGH ABOVE —GRADE EXTERIOR WALLS EXR OPENINGS THOUGH ROOFS EXS OPENINGS THROUGH SOFFITS SUW OPENINGS THROUGH SUB —GRADE WALLS SUF OPENINGS THROUGH SUB —GRADE FLOORS D. DISCRETE OPENING NUMBERS ARE ASSIGNED TO THE FOLLOWING SERIES: 01 -29 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 DO LAS L. BRINLEY STATE OF WASHINGTON DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 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 KPG 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE PROJECT NUMBER: 000405C09 J SHT. 323 OF: DRAWING NUMBER: A016 619 CD G z U- Q 0 0 U I N w Q _ 0 U 0 0 0 33 34 35 36 36 31 30 30 31 30 31 32 33 34 35 36 60 61 62 32 33 30 31 31 12" DIA 6" DIA 14" DIA 12 "x8" 6" DIA 6" DIA 8 "x8" 14" DIA 8 "x8" 6" DIA 4" 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 8" DIA 8 "x8" 12" DIA 8 "x8" 8 "x8" WALL WALL WALL WALL CEILING WALL CEILING CEILING CEILING CEILING CEILING WALL WALL WALL WALL WALL WALL WALL WALL CEILING CEILING WALL WALL WALL CEILING WALL CEILING CEILING 9 , -6 " 9 , -6 " 9 , -6 " 9 , -6 " M132 M133 M133 M134 M132 M132 M132 M105 M133 M133 M105 M132 M133 M132 M132 E116 E116 E116 E116 M132 M132 M132 M132 M132 M132 M132 M132 M132 M132 M132 M136 / SUPPLY DUCT EXHAUST DUCT SUPPLY DUCT TRANSFER OPENING EXHAUST DUCT UP TO ROOF CAP RC —T1 SUPPLY DUCT EXHAUST GRILLE OPENING DUCT RISER TO EF —T4 EXHAUST GRILLE OPENING SUPPLY DIFFUSER 4" PLUMBING VENT THRU ROOF EXHAUST DUCT SUPPLY DUCT SUPPLY DUCT WALL SUPPLY REGISTER EXHAUST GRILLE OPENING 4" PLUMBING VENT THRU ROOF WALL SUPPLY REGISTER SUPPLY DUCT SUPPLY DUCT EXHAUST GRILLE OPENING SUPPLY DUCT EXHAUST GRILLE OPENING EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS VENT PIPE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE 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 12 "x12" 20"X10" 9" DIA 9" DIA 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"x12" 14" DIA WALL FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR CEILING CEILING CEILING CEILING DOOR DOOR CEILING CEILING CEILING CEILING WALL WALL ROOF M302 M302 M 302 M 302 M302 M302 M302 M302 M302 M302 M301 M302 M302 M 302 M302 M302 M302 M302 M302 M302 M302 M302 DUCT OPENING SUPPLY DUCT FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER FLOOR REGISTER 4" METHANE VENT THRU ROOF DUCT RISER DUCT RISER DOOR GRILLE DOOR GRILLE EXHAUST GRILLE OPENING RETURN GRILLE OPENING EXHAUST GRILLE OPENING EXHAUST GRILLE OPENING LOUVER LOUVER FRESH AIR INTAKE DUCT JUN 14 2010 OPENING NOMINAL SIZE LOCATION w 0 U- U- F- 0 w DETAIL /SECTION w w 0 F LU 0 w V) DESCRIPTION FROM — 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 E109 M124 M112A M122 M124 M124 M122 M124 M124 1,4/A17E 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 EQUIPMENT LEVEL — TSO BUILDING CONTINUED FROM A017 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 110 110 -111 110 -120 116 —UP LEVEL 2 — TSO BUILDING 201 -202 30 18" DIA 202 —CH1 202 -203 202 -220 203—CH1 203 -220 204 -205 204 -220 205 -206 205 -220 206 -220 207 207 -208 SCHEDULE TO 31 24 "x24" 16" DIA 37 38 32 33 34 35 36 60 30 31 30 31 32 33 33 34 60 61 62 63 64 30 31 16" DIA 14" DIA 16 "" DIA 14" DIA 12" DIA 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 6079 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 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON 0' — 9 ' -6 " 9 , -6 " 9 ' -6 " 9 , -6 " 10' " " DESIGNED DRAWN M133 M134 M133 M133 M133 M133 M133 M133 M133 E116 M133 M133 M133 M133 M133 M133 M133 M133 E116 E116 E116 E116 E116 M133 M133 S. FISCHER J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 REV DATE CC CC CC CC CHK'D SUPPLY DUCT RETURN AIR OPENING VENTILATION AIR SUPPLY DUCT SUPPLY DUCT SUPPLY DUCT RETURN DUCT SUPPLY DUCT SUPPLY DUCT RETURN AIR DUCT VENTILATION AIR SUPPLY DUCT TRANSFER AIR OPENING RETURN DUCT SUPPLY DUCT RETURN DUCT SUPPLY DUCT RETURN DUCT SUPPLY DUCT EXHAUST GRILLE OPENING EXHAUST DUCT DB DB DB DB APP'D NOTES INSULATED PIPE INSULATED PIPE INSULATED PIPE INSULATED PIPE 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 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 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 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 SIZE INDICATED IS NOMINAL FAN SIZE SIZE INDICATED IS NOMINAL DUCT SIZE FEEDER TO 211 — 2-1/2", P028 INTO ROOM 207 PLUMBING CHASE SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL FAN SIZE 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 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 SIZE INDICATED IS NOMINAL GRILLE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE OPENING SCHEDULE 208 211 212 FROM — TO 208-209 208-210 208-220 209-210 210-211 211—EXR 212-213 212-219 213 LEVEL 2 — ISO BUILDING CONTINUED 215 217 218 SCALE FACI SUF—CRAWL CRAWL—SUW CRAWL CRAWL—CHASE ATTIC—EXW ATTIC— EXR RECYCLING King County Department of Natura Resources and Parks Solid Waste Division NOMINAL SIZE LOCATION LLJ LLJ LLJ LLJ LLJ (206) 286-1640 www.kpg.com LLJ Tacoma, WA 98402 CO DESCRIPTION NOTES ZE ZE SIZE SIZE ETER GISTER SIZE GISTER SIZE GISTER SIZE GISTER SIZE GISTER SIZE GISTER SIZE GISTER SIZE GISTER SIZE TER ZE TER ETER TER TER PERMIT CENTFR PROJECT NUMBER: SHT. OF: 325 DRAWING NUMBER: AO 1 7A 619 4 - III - III -1111=1 III -III - I -I 11= _III — I II - I I =1 I =1 11 =1 1 1-111 -1 11 =111= I 11 =1 I I -I I I -1 I I- -1 I -I 11=J 1 =1 I 1 =1 11= 7111=1 II -1 I I - T 11 � 1 = -I I 1 -_,H I_I =-III =1 I - III -III -- 1I I---I 11 =1 I - III -III- =111 LI -II = III =III= - III_ -I I 1 =1 III. =11� WATERSTOP 4a 4 . 4 4 4 4 1I1-=1I ' III =III= :�III EWE 11 -11 11=111 /A 4 4 il l WI I I- I I- II -I I f-- .II - II - I (... --.- III - II — III - III - III - I II - III - II - III — III — III — I 11 = 1 I I -I I l�l I I -I 11- - III I 11 1 11 1 I I- III III -I 11 1 I I -III - III -III -111 =1 I I- III - III - 11 =1 I I- III -I 11 = 1 I I I `1 I (1 '- III -III -III - III -I 11 =- .11.1 =1 I f -I I_I- III - III - III - III - III - III - III - III - III - III - III - III - - I -I i I _III -1 I I -1 I I, ; ,III -III, ; ,III -1 11 -1 11-1 11 =1 I I -I i I -►Ti -III _I 11 =1 11 -1 11 -1 I I, ; ,I 11 =1 i III— 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON RECEIVING FLOOR 4 4 . L 4 6" 4 MEMBRANE DETAIL AT TIPPING WALL TRANSFER BUILDING SCALE: 1" = 1' -0" CONCRETE SLAB AND WALLS FLOOR RECESS DETAIL SCALE: 1" = 1' -0" DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C B A REV 6" 4 4 .4 6/10/10 1/8/10 1/8/10 7/31/09 DATE TIPPING FLOOR ( 112 4 _III_fIt =1IIJ CC CC CC CC CHK'D 4 6" 4' DB DB DB DB APP'D 4 11 1I1 III —Ii :I i I- III -I III -III 111 - 1 1= I I -I I — I I I • I -I 4 4 a � GAS COLLECTION DUCT METHANE MITIGATION MEMBRANE WATERSTOP 4 4 a WATERSTOP METHANE MITIGATION MEMBRANE CONCRETE FOOTING WATERSTOP CONCRETE FOOTING WATERSTOP EXTERIOR FOOTING SCALE: 1-1/2" = 1'- 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 a MEMBRANE TERMINATION a 4 MEMBRANE TERMINATION EXTERIOR FOOTING SCALE: 1-1/2" = l'-O" s C A195 A�00.1 ?ci o9o c k1 CONCRETE SLAB METHANE MITIGATION SYSTEM CONCRETE SLAB METHANE MITIGATION SYSTEM LAI King County Department of Natural Resources and Parks Solid Waste Division FIRE STOPPING 6 "o PIPE SLEEVE 4"0 ABS PIPE TO ROOF METHANE MITIGATION MEMBRANE 1 -0" GAS COLLECTION DUCT SCALE: 1-1/2" = 1 ' -0" Tyr 11 111= 111 =1 I SCALE: 1" = 1' -0" METHANE MITIGATION MEMBRANE VENT TO DUCT DETAIL PIPE CLAMP DETAIL SCALE: 1-1/2" = 1' -0" 4 a a• CONC SLAB GEOTEXTILE DUCT 4"0 ABS PIPE TO ROOF PIPE COUPLER GAS COLLECTION DUCT METHANE MITIGATION MEMBRANE ADAPTER MEMBRANE ADHESIVE PIPE CLOSURE METHANE MITIGATION MEMBRANE 6 6 4 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 FIRESTOP SEALANT W/ MINERAL WOOL 6"0 SLEEVE 4 "0 ABS PIPE TO ROOF FOUNDATION WALL FIRESTOP SEALANT W/ MINERAL WOOL 6 "0 SLEEVE WATERSTOP RIGID INSULATION a COMPACTOR BAY C01 4.. e =1 1- 111'' =1 VENT RISER 4 Q RECEIVING FLOOR 6" d' a 2 FOUNDATION WALL SCALE: 1/2" = 1' -0" a O DUCT ROUTING THRU INTERIOR FOOTING SCALE: 1-1/2" = 1 -0" 4 . III I II III III III III III III II IIl lll 111 111 1i ,IlI- ADAPTER GAS COLLECTION DUCT 4 INSULATED SLAB SCALE: 1-1/2" = 1' -0" MEMBRANE DETAIL 4 . f 1 4 1- MEMBRANE FOOTING II - III =1 11- A BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TS0 BUILDING METHANE BARRIER DETAILS METHANE MITIGATION CONDENSATE TRAP, DRAIN TO FOOTING DRAIN °. 4 2 A30J a CONCRETE SLAB 3"0 ABS PIPE GAS COLLECTION DUCT ADAPTER CONCRETE SLAB METHANE MITIGATION MEMBRANE ( RECEIVED INSULATION JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 410 619 DRAWING NUMBER: A196 N cri N O E 4- a) MECHANICAL LEGEND SYMBOL DESCRIPTION WATER FLOW METER ® 4 THERMOMETER IN THERMOWELL 0 PRESSURE GAUGE WITH SNUBBER AND ISOLATION VALVE COMPRESSED AIR OUTLET PRESSURE SWITCH COLD WATER P FLOOR CLEANOUT NON- POTABLE WATER NPW r(,(_,,,_,, v "..../ N/ PRESSURE SENSOR C — — O Q TEMPERATURE SENSOR IN THERMOWELL — v HOT WATER CIRCULATING (120 °) M p 3 MOTORIZED CONTROL VALVE ► . M I— MOTORIZED BUTTERFLY VALVE RW FLOW CONTROL VALVE LW FCV # NUMBER, POUND © M . ., I . E N o' IN' DI SERVED. ©A # TEMPERATURE SENSOR WITH LOCAL ADJUSTMENT. # INDICATES EQUIPMENT SERVED 0 # THERMOSTAT, # INDICATES EQUIPMENT SERVED 19 R # REVER ACTING THERMOSTAT # INDICAT ES EQUIPMENT SERVED ® # MOTION SENSOR # INDICATES EQUIPMENT SERVED �' #i CARBON MONOXIDE SENSOR # INDICATES EQUIPMENT SERVED 0 # CARBON DIOXIDE SENSOR # INDICATES EQUIPMENT SERVED � `�IiL' # NITROUS OXIDE SENSOR # INDICATES EQUIPMENT SERVED CO # SPEED CONTROLLER # INDICATES EQUIPMENT SERVED FUEL OIL SUPPLY (B20) FOS CFM SIDEWALL SUPPLY REGISTER I I 1—/4---CFM 0 SWR SIDEWALL RETURN REGISTER r 1 O /4L DUCT (WIDTH, HEIGHT), L INDICATES LINED DUCT (DIMENSIONS CLEAR INSIDE) D FIRE SPRINKLER DUCT (FIRST FIGURE, SIDE SHOWN) 20/12 HO LINED DUCT, INSIDE DIMENSION (FIRST FIGURE, SIDE SHOWN) 1 UNER EXCEPT WHERE INDICATED, I.E. 20/12L (2") CONDENSATE 20/1 2L I. CC FIRE DEPARTMENT PUMPER CONNECTION 04 POST INDICATIOR VALVE W/ TAMPER SWITCH DUCT SECTION (SUPPLY) —111— gi DUCT SECTION (EXHAUST, RETURN, OR OUTSIDE AIR) m sb ROUND DUCT, ROUND —� OLU E U BALL VALVE VOLUME DAMPER (MANUAL) W/ REMOTE OPERATOR R w W W W W w W ■ W W v— w ■ FLEXIBLE CONNECTION GATE VALVE FLEXIBLE DUCT "1 # INDICATES TYPE OF DIFFUSER PER SCHEDULE F CD —# 8 CFM PRESSURE REGULATOR A NB CR G CEILING RETURN, EXHAUST OR TRANSFER GRILLE OR REGISTER ..... CFM —A FIRE DAMPER COMBINATION FIRE /SMOKE DAMPER CORRIDOR COMBINATION FIRE /SMOKE DAMPER ♦ i . A A A A A l, 1'� SR •-- - - - - - MECHANICAL LEGEND SYMBOL DESCRIPTION COMPRESSED AIR CA VS UNDERGROUND PNEUMATIC RACEWAY A • CA COMPRESSED AIR OUTLET WCO COLD WATER — FLOOR CLEANOUT NON- POTABLE WATER NPW — — MV — — — HOT WATER (120 — — O HOT WATER (140 — —140 — v HOT WATER CIRCULATING (120 °) - — — p 3 WASTE I VENT RAIN WATER RW LEACHATE WASTE LW S RAINWATER SUCTION RWS TEPID WATER (85 °) 1W 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 MPH— HIGH PRESSURE LOW VOLUME MISTING HPLV FIRE SPRINKLER F HYDRAULIC OIL � HO CONDENSATE C CC FIRE DEPARTMENT PUMPER CONNECTION P D4 POST INDICATIOR VALVE W/ TAMPER SWITCH —111— UNION CHECK VALVE N BUTTERFLY VALVE BALL VALVE (4 RELIEF OR SAFETY VALVE GATE VALVE D4 BALANCE VALVE - -r �1: o- REDUCED PRESSURE BACKFLOW PREVENTER PRESSURE REGULATOR A SOLENOID VALVE Cfl PDI —'A' WATER HAMMER ATOR. LETTER INDICATES PLUMBING & DRAINAGE RRES INSTITUTE S IZE. -40 POC POINT OF CONNECTION THRUST BLOCK EE DWG C093 C MECHANICAL LEGEND SYMBOL DESCRIPTION REFRIGERANT LINE SET • VS A VELOCITY SENSOR POC POINT OF CONNECTION WCO WALL CLEANOUT FCO FLOOR CLEANOUT CO SURFACE CLEANOUT — — MV — — — METHANE VENT O OPENING NUMBER (SEE OPENING NOTES THIS SHEET) �� — v A ROOF TOP DUCT SUPPORT (ANCHORED) I S ROOF TOP DUCT SUPPORT (SLIP) I S — www•....- ■••■w 0 1 I 0 < M w a 1 1 cn lj 1 v 0 Sri - v 0 1 b) 1 N M cD z w Cl DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C B REV 6/ 10/1 0 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 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 FIRST # LEFT TO LAST # RIGHT LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE 0 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. 0 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL LEGENDS O RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 454 DRAWING NUMBER: MO1 1 619 L c ) N r V 0 w 0 LL LU 0 Co Q U U cc 0 LL Q w LL 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 _SOU H P- 1B FLOOR MOUNT FLUSH VALVE WATER CLOSET 4 2 1 - DUAL FLUSH ADA COMPUANT 1.6/1.1 GAL FLUSH - P -2 WALL HUNG URINAL -1 PINT FLUSH 2 1 -1/2 1/2 - SENSOR FLUSH 1 -PINT FLUSH - P -2A WALL HUNG URINAL -1 PINT FLUSH 2 1 -1/2 1/2 - SENSOR FLUSH ADA COMPUANT 1 -PINT FLUSH - P -3 WALL HUNG LAVATORY 1 -1/2 1 -1/2 1/2 1 /2NS COMPLIANT 0.5 GPM P -3A COUNTERTOP LAVATORY 1-1/2 1 -1/2 1/2 1/2 ADA COMPLIANT SENSOR FAUCET 0.5 GPM TIPPING FLOOR 112 SO UTH p_ SINGLE COMPARTMENT SINK WI DISHWASHER HOOK UP, DISPOSAL & HOT WATER DISPENSOR 2 1-1/2 1/2 1/2 A COMPLIANT ADA GPM 3 /4HP 3/4H 750W 120/1 PH P -4A SINGLE COMPARTMENT SINK W/ DISHWAHER HOOKUP & HOT WATER DISPENSER 2 1 -1/2 1/2 1/2 ADA COMPLIANT 1.5 GPM 750W 120/1 PH P-5 FLOOR MOUNT UTILITY SINK 3 2 1/2 1/2 2.5 GPM INTEGRAL DIV. 22 P -6 DUAL LEVEL DRINKING FOUNTAIN 1 -1/2 1 -1/2 1/2 - ADA COMPLIANT COMPACTOR BAY CO1 P -6A DUAL LEVEL gc RINKIN WATER OOLER 1 -1/2 1 -1/2 1/2 - ADA COMPLIANT HP 11/3 /3 PH P -7 SHOWER 2 1-1/2 1/2 1/2 ADA COMPLAINT 2.0 GPM NO P-8 REFRIGERATOR ICE MAKER SUPPLY _ _ 3/4 _ YVv W/ BACKFLOW C INTEGRAL DIV. 22 ASSEMBLY J BW -T1 BOOT WASH 2 1 -1/2 3/4 - NSW SUPPLY BAS CONTROL 120/1 ESEW -1 EMERGENCY SHOWER/EYEWASH - _ - 1 -1/4" TEPID WATER 3.26 WATTS /FT 014 F AMBIENT ESEW -2 EW-1 EMERGENCY / EYEWASH SHOWER EMERGENCY EYEWASH - - - - - - 1 -1/4" 1/2" TEPID WATER OWNER FURNISHED CONTRACTOR INSTALLED TEPID WATER 500 W 120/1 PH C HOT LOAD PAD HB FREEZE PROOF HOSE BIBB - - 3 / 4 - W/ INTEGRAL VACUUM BREAKER HT -12 HB -1 HOSE BIBB - _ 3/ - v NO VACUUM NO BREAKER FD -1 FLOOR DRAIN * * - - SIZE AS NOTED ON DRAWINGS W/ TRAP PRIMER & TRAP SEAL DIV. 26 FD -2 FLOOR DRAIN HEAVY DUTY t * - - SIZE AS NOTED ON DRAWINGS W/ TRAP PRIMER & TRAP SEAL 120/1 FD -3 FLOOR DRAIN W/ SEDIMENT BASKET * * HT -15 - SIZE AS NOTED ON DRAWINGS W/ TRAP PRIMER PRIMER 3.26 WATTS /FT 014 F AMBIENT FFD -1 FUNNEL FLOOR DRAIN * * - - SIZE AS NOTED ON DRAWINGS W/ TRAP PRIMER & TRAP SEAL RTAS WITH SRF 3 -1 C FS -1 FLOOR SINK 4" 2 " - - � I - ' 'RI R C HT - 17 HD -1 HUB DRAIN 6" 3" - _ W/ TRAP PRIMER NO BD -1 BASKET DRAIN 6" - - - DI" CT I - ' C ' -q - BAY VAULTS NO.1 OR NO.2 INTEGRAL DIV. 22 BD -2 BASKET DRAIN 6" - - - N' ' D TO COMPACTOR BAY VAULT NO.2 15 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 DN. 22 DIV. 26 NO 60.0 HT -2 RTAS WITH SRF 5-1C COMMERCIAL RECEIVING FLOOR 11 _SOU H WAITS /FT 3'26° F AMBIENT 014 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO Q HT -2A RTAS WITH SRF 5 -1C COMMERCIAL RECEIVING FLOOR 111 -NORTH 3.26 WATTS /FT ®14 ° F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO HT-3 RTAS WITH SRF 5-1C SELF HAUL TIPPING FLOOR 112 -SW 3.26 WATTS /FT 014 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV 2 NO O 1 RTAS WITH SELF HAUL 3.26 WATTS /FT INTEGRAL v H T -3A SRF 5-1C TIPPING FLOOR 112 SO UTH 014 F AMBIENT 15 120/1 DIV 22 DIV. 26 NO Q HT -4 RTAS WITH SRF 3-1C TOP LOAD BAY CO2 3.26 WATTS /FT ®14 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO Q1 HT -5 RTAS WITH SRF 5 -1C COMPACTOR BAY EXTENSION C01A 3.26 WATTS FT ®14 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO Q1 HT -6 > RTAS WITH SRF 5 -1 C COMPACTOR BAY CO1 3.26 WATTS /FT 014 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO HT -7 RTAS WITH SRF 5 -1C MECHANICAL C06 3.26 WATTS /FT ° X14 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO Q1 HT-8 RTAS WITH SRF 5-1C LOADING AREA 109 3.26 WATTS /FT 014 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO Q1 HT -9 RTAS WITH SRF 3 -1C TOP LOAD LEVEL - SPA 3.26 WATTS /FT 014 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO Q1 HT -10 RTAS WITH SRF 3 -1 C 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 ®14 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 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 3-1C WEST TRUCK PAD 3.26 °WATTS /FT 014 F AMBIENT _ 120/1 DIV. DIV. 26 NO HT -15 RTAS WITH SRF 3 -1 C EAST TRUCK PAD " 3.26 WATTS /FT 014 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO HT -16 RTAS WITH SRF 3 -1 C EAST TRUCK PAD 3.26 WATTS /FT 4°F ®14 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 Q3 HTP -1 FPLSM 20212(15)100 MECH. ROOM C06 21,600 - 208/3 INTEGRAL DIV. 22 DIV. 22 NO ESEW -2 - COMPACTOR BAY CO1 500 15 120/1 INTEGRAL DN. 22 DIV. 26 NO Q5 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 Q 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 TSO RISER ROOM 105 MV -R2 SPEAKMAN MODEL SE -370 WARMING ROOM 206 0.5 5.0 20 85 DIV. 23 MV -S1 SYMMONS MODEL 5 -220 SCALEHOUSE ATTIC 0.5 2.5 10 120 Q5 3/4 6 KW 208/1 DN. 22 UF. DIV. 26 NO Q ® DOMESTIC WATER PUMP SCHEDULE SYMBOL MANUFACTUERER MODEL NO. LOCATION SERVICE TYPE SIZE GPM HEAD (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 Q1 CP -T2 GRUNDFOSS UPS- 26 -99 -BF TSO RISER ROOM 105 TEPID WATER IN LINE 1" 5 20 1/6 115/1 DIV. 23 DN. 26 NO Q1 WH -R1 ELECTRICAL WATER HEATER 50 GALLON WARMING ROOM 602 CLOSET 3/4 3/4 6 KW 208/1 DN. 22 UF. DIV. 26 NO Q ® WATER HEATER SCHEDULE SYMBOL _ ■■ WH -T1 DESCRIPTION ` - .......`,� ELECTRICAL HEA:::: LOCATION _ CW HW _ ELECTRICAL LOAD SHEDDING REMARKS _W, V PH � STARTER DISCONNECT .7 " RI ER ROOM 1 " 1 -1/4 'V 1 -1/4 30 KW - 480/3 - - DIV. 26 ITT YES Q1 Q2 Q3 ® WH -T2 ELECTRICAL HEATER 1 9GAL TSO RISER ROOM 105 1 -1/4 1 -1/4 30 KW 480/3 DIV' MANUF. DIV. 26 YES OOO 0 WH -S1 ELECTRICAL WATER HEATER 20 GAL SCALE HOUSE ATTIC 3/4 3/4 2500 KW 120/1 DIV. 22 MANUF. DIV. 26 NO Q1 ® B WH -R1 ELECTRICAL WATER HEATER 50 GALLON WARMING ROOM 602 CLOSET 3/4 3/4 6 KW 208/1 DN. 22 UF. DIV. 26 NO Q ® WASTEWATER VALVE SCHEDULE SYMBOL LOCATION MANUFACTURER MODEL 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 -SCI DA PNEUMATIC ACTIVATOR OPEN OPEN $ " ECCENTRIC PLUG CONTROL VALVE, SPRING -TO -OPEN, AIR -TO -CLOSE O O O ® O ROOF DRAIN SCHEDULE SYMBOL MANUFACTURER MODEL NO. SIZE REMARKS RD -1 JR SMITH FIG. 195 4 " PROVIDE WITH UNDER -DECK CLAMP AND ADJUSTABLE EXTENSION DOMESTIC WATER PURVEYOR JURISDICTION STATIC PRESSURE TRANSFER BUILDING WATWER SUPPLY FIXTURE UNITS SCALEHOUSE WATER SUPPLY FIXTURE UNITS RECYCLE BUILDING WATER SUPPLY FIXTURE UNITS HIGHLINE WATER DISTRICT 111 PSI * 209 PLUS 180 GPM 45 45 (INCLUDES FUTURE WATER CLOSET) DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1 D A REV 6/10/10 1/8/10 1/8 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D REMARKS: Q1 DIV. 23 BAS CONTRACTOR SHALL PROVIDE AND INSTALL A MOTOR RATED RELAY FOR CONTROLS INTERLOCK. UNE VOLTAGE WIRING BY DIV. 26. REMARKS: Q 3/4 -INCH INLETS, 1 -INCH OUTLET. ® 1 1 /4 -INCH INLETS AND OUTLET, ANSI Z358.1 COMPLIANT. Q 3/8 -INCH INLETS AND OUTLET. 1 /2 -INCH INLETS AND OUTLET, ANSI Z358.1 COMPLIANT. ® 1 /2 -INCH INLETS AND OUTLET. REMARKS: Q1 CONTROL VALVE TYPE- ECCENTRIC PLUG, SPRING -TO- OPEN, AIR -TO- CLOSE. QZ MAXIMUM WASTEWATER PRESSURE - 10 PSI. ® AVAILABLE AIR PRESSURE - 80 PSI. ®PROVIDE WITH POSITION LIMIT SWITCHES (OPEN AND CLOSE CONTACTS). Q5 INSTALL VALVE SO PLUG ROTATES UPWARD IN OPEN POSITION AND VALVE PLUG FACES FLOW IN CLOSED POSITION. N ACU V w\ %tec rest re Ol 'cr v (, ( 0 3. 1\. REMARKS: Q WATER HEATER SHALL BE SET AT 145'F. Q2 WATER HEATER SHALL BE PROVIDED WITH 2 -STAGE STEP CONTROL 0 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 P) 0 1 LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 * PSI STATIC PRESSURE 0 ENTRANCE TO SITE WITH SEPARATE PRESSURE REDUCING VALVES (SET AT 70 PSIG) IN SCALE HOUSE AND IN TRANSFER BUILDING. TRANSFER BUILDING PRESSURE REDUCING VALVE ALSO SERVES RECYCLE BUILDING. REMARKS: ECE VED Q INDIVIDUAL BRANCH CIRCUIT WITH SINGLE LINE SENSING THERMOSTAT. JUN 14 2010 Q2 MULTIPLE LOCATIONS (HT -11, HT -12, HT -13 & HT -14) ON COMMON BRANCH CIRCUIT WITH SINGLE LINE SENSING THERMOSTAT ® MULTIPLE LOCATIONS (HT -15, HT -16 & HT -17) ON COMMON BRANCH CIRCUIT WITH SINGLE LINE SENSING THERMOSTAT 0 ESEW -2 INCLUDES FACTORY HEAT TRACE AND SHALL BE PROVIDED BY OWNER FOR INSTALLATION BY CONTRACTOR. EAT TRACE PANEL INCLUDES 100AMP MAIN DISCONNECT SWITCH WITH 15 INDIVIDUAL 20 AMP 120VAC 1 -POLE BRANCH CIRCUIT BREAKERS. BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES - SHEET 1 PROJECT NUMBER: C00405C09 SHT. 455 OF: DRAWING NUMBER: M012 619 0 w V 0 W Q U- 0 Co U w 0 U- O 0 0 cn w -J . z. HYDRONIC SYSTEM PUMP SCHEDULE SYMBOL SYMBOL MANUFACTURER MODEL N0. LOCATION SERVICE TYPE GPM HEAD ( 1-) ELECTRICAL LOAD SHEDDING FR -2 MOTOR EFFICIENCY (MIN) REMARKS HP RPM VOLTAGE /PH STARTER DISCONNECT P -T1 GRUNDFOS UPS 80 -160 F TSO EQUIPMENT LEVEL HYDR ONIC HEAT PUMP PRIMARY LOOP IN -LINE 7 _ 3 1800 460/3 DIV. 26 DIV. 26 NO ' 86.5X FROM NREC BLADDER 82 . 40 _ P- GRUNDFOS UP 43 -75 F EQUIPMENT EQU LEVEL HYDRONIC HEAT PUMP BOILER LOOP IN -UNE 15 12 1 6 / 1800 115/1 BAS RELAY DIV. 23 DIV. 26 NO ' ' NA BLADDER P -T3A GRUNDFOS RUNDFOS UPS 40 -80/2 F ISO EQUIPMENT LEVEL PU HP HEAT PUMP HPU HEAT EXCHANGE IN -UNE 30 20 3 4 / 1800 115/1 BAS RELAY DIV. 23 DIV. 26 NO SCALE HOUSE ATTIC NA 2.0 P -T3B GRUNDFOS UPS 40-80/2 F / EQU EQUIPMENT LEVEL HYDRONIC HEAT PUMP HPU HEAT EXCHANGE IN -LINE 30 20 3 4 / ` 1800 115/1 BAS RELAY DIV. 23 DN.. 26 NO 0 NA 6 "0 P -T4 GRUNDFOS UPS 40 -240 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP ROOFTOP HEAT COIL IN -UNE 30 45 1 -1/ 1800 460/3 DIV. 26 DIV. 26 NO I ' 84.0X FROM NREC = P -T5 GRUNDFOS UPS 32 -160 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP DRY COOLER IN -LINE v f ~ / C 3/4 1800 115/1 BAS RELAY DIV. 23 DIV. 26 NO ' 4 NA 6 "93 30 30 P -T6 GRUNDFOS UP 26 -99 F TSO EQUIPMENT LEVEL FUEL STORAGE TANK HEATER IN -UNE 5 29 1/6 VAV -T8 115/1 BAS RELAY DIV. 23 DIV. 26 NO ' NA 1.25 AIR TERMINAL SCHEDULE SYMBOL DESCRIPTION CD -1 CEILING SUPPLY DIFFUSER - TITUS MODEL MCD, BORDER TYPE 3, 24X24 MODULE FOR LAY -IN CEIUNG CD -2 CEIUNG SUPPLY DIFFUSER - TITUS MODEL MCD, BORDER TYPE 1 FOR HARD -LID CEIUNG CD -3 CEIUNG SUPPLY DIFFUSER - TITUS MODEL TMRA-M, ALUMINUM, ROUND WITH ADJUSTABLE CONE FR -1 FLOOR REGISTER - TITUS MODEL TAF -D FLOOR DIFFUSER FR -2 FLOOR REGISTER - TITUS MODEL TAF -R FLOOR DIFFUSER SR -1 SIDEWALL SUPPLY REGISTER - TITUS MODEL 1700RL, ALUMINUM W/ TYPE C BORDER AND DIRECTIONAL BLADES SG -1 , ����n� SIDEWALL SUPPLY GRILLE - TITUS MODEL 301 FS, ALUMINUM, 1/2" BLADE SPACING, ADJUSTABLE ���.A. �� n.^..", -, _ ��� EG -1 EXHAUST GRILLE - TITUS MODEL 355RL. STEEL, 1/2" BLADE SPACING, 35' FIXED DEFLECTION EG -2 EXHAUST GRILLE - TITUS MODEL 355FL. ALUMINUM, 1/2" BLADE SPACING, 35' FIXED DEFLECTION, SURFACE -MOUNT FOR HARD LID CEIUNG OR WALL EG -3 EXHAUST GRILLE - TITUS MODEL 63FL. HEAVY DUTY ALUMINUM, 1/2" BLADE SPACING, 30' DEFLECTION �..." RG -1 ����--- RETURN GRILLE - TITUS MODEL 355FL. ALUMINUM, 1/2" BLADE SPACING, 35' FIXED DEFLECTION TG -1 FILTER TRANSFER GRILLE, DOOR MOUNT - TITUS MODEL 350FLF2 - 2" FILTER 10.0 TG -2 TRANSFER GRILLE - TITUS MODEL 355FL. ALUMINUM, 1/2" BLADE SPACING, 35' FIXED DEFLECTION 48 B20 DIESEL 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) FLUID LEAVING 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 CO6 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 602 DOMESTIC DO WORM DO WATER 4.4 1.9 BLADDER 70 24 DET -S1 AMTROL THERM- X -TROL 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 Er_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 AMTROL EXTROL AX -15V TSO CO6 FUEL HEATER 8 2.4 BLADDER 120 VAV -T2 ET -T4 JOHN WOOD JOPR -22 -413 TSO CO6 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 602 DOMESTIC DO WORM DO WATER 4.4 1.9 BLADDER 70 24 DET -S1 AMTROL THERM- X -TROL 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. AP 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 12X10 770 350 1.25 0.25 0.038 29 27 24 - 2 VAV -T5 DESV 6 6 "0 12X8 400 400 1.25 0.25 0.130 28 25 24 - 2 e VAV -T6 _ _ DESV _ 8� = +� . 1.25 . A 0.038 27 _ 27 + 24 3 VAV -T7 DESV 4 4 "0 6 "93 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 3 v co 0 a w 0 cn 0 tri w • U oo cn 1 M A A N N C CS HORED 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 REV 6/10/10 1/8/ 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP 'D 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 Ul 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, T7 & T8. BAS CONTRACTOR SHALL PROVIDE TRANSFORMER FOR CONTROL POWER TO ALL VAV UNITS. 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 0 GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 Y 01 I BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES - SHEET 5 RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. 459 OF: 619 DRAWING NUMBER: M016 V 0 w 0 LL co v, 0 Co J -J U U- ABBREVIATION SYMBOL ABBREVIATION WB SYMBOL P.D. DESCRIPTION MCA WHA RIA WATER HAMMER ARRESTOR MOCP EV MCP EMERGENCY VENT O.A. O.C. LBS ON CENTER W.G. B20 HSPF BIODIESEL (20%) SEER TYP COP TYPICAL MBH THOUSAND BRITISH THERMAL UNITS PER HOUR BTUH ROUND MV W,H,L WIDTH, HEIGHT, LENGTH CFM CUBIC FEET PER MINUTE W/ WITH ® AT AFF ABOVE FINISHED FLOOR I INVERT ELEVATION GAL GALLON `-�-.- �.. �./ �/ GPM ---"---" -- GALLONS PER MIN 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 EWl 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 DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 REV JAR JAR JAR JAR LNS LNS LNS LNS DATE CHK'D 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 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 COOLING 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 23 311 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 LN S LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 0 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT NREC COMPLIANCE AND MECHANICAL ABBREVIATIONS RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 460 C00405C09 DRAWING NUMBER: M017 619 V 0 0 Liu 0 U- w co v, 0 co J J U -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 0 w l a 0 0 0 Lri oo SUPPORT ARM PAIL HOOK SERVICE SINK FAUCET NOT TO SCALE WELD TO STUDS EACH END SUPPORT ARM WALL BRACKET SERVICE SINK FAUCET SUPPORT NOT TO SCALE TANK DIAMETER FLOOR MOUNT TANK ANCHORAGE WELD TO STUDS EACH END DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 3 "x4 "x 1 /4 "L ANCHOR BOLT HOLES 1/8" OVER ANCHOR BOLT SIZE. HOLES SHALL BE EVENLY SPACED AROUND PERIMETER. REV 5 125 D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 3 "x1 -7/8 "x3/16" CHANNEL INSULATION HOLD DOWN PIPE CLAMP W/ RUBBER GASKET JAR JAR JAR JAR LNS LNS LNS LNS DATE CHK'D APP'D FIN GRADE OR PAVING C.I. COVER ' I�L,� LENGTH AS REQ'D 4 1111 11 ICI -I�, 1 =j1- WATER LINE it C-7. II NOT TO SCALE .1 -1 I 1 =1 ' VALVE BOX INSTALLATION DETAIL 24 "x24 "x6" THICK CONCRETE PAD WHERE NOT IN CONCRETE FINISH GRADE II = 1' ADJUSTABLE C.I. VALVE BOX GATE VALVE 2 M109 0 PICAL AIR DISTRIBUTION MAIN STRUT CLAMP 54" A TYPICAL AIR DROP NOT TO SCALE 3/4" DROP - FILTER REGULATOR UNISTRUT CLAMP ®1 QUICK COUPLER TO MATCH OWNER REQUIREMENTS. STRUT CLAMP 3/8" DRAIN FINISHED FLOOR 124 M112 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. 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 C King County Department of Natural Resources and Parks Solid Waste Division 20" UNLESS NOTED OTHERWISE 7 - COLD WATER SUPPLY LINE TO FLUSH VALVE FIXTURE WASTE TRAP PRIMER CONNECTION ISOLATION BALL VALVE _J LNS ACCESS DOOR & FRAME TRAP PRIMER VALVE i L __ v FLOOR DRAIN r FINISHED FLOOR (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. LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 CIRCULATING PUMP NOT TO SCALE UNION ANCHOR TO FLOOR W/ TWO - 1-1/4"x2" EXPANSION BOLTS MECHANICAL DETAILS FOR CONTINUATION AND SIZE, SEE FLOOR PLAN GATE (OR BALL) VALVE CHECK VALVE EMERGENCY SHOWER DETAIL NOT TO SCALE BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT 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 FLOW INSULATE AND HEAT TRACE TO OPERATING VALVES RECEIVE JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 461 C00405C09 DRAWING NUMBER: M018 619 0 0 0) C 0 0 W ce 0 LL LLI m C/) ce 0 J F- M L.L. J Z LL r� SEE WARNING SHELTER PIPING DIAGRAM THIS SHEET FOR PIPING ARRANGEMENT RECYCLING BUILDING RECLCYING von RECYCLING BUILDING RECLCYING YARD SCALE: 1/4" = 1' -0" NE VTR ET AT ROOF TO AVOID STANDING SEAM WH —R1 WARMING ROOM 602 Iimmmuiiimmaummmuu I IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII HB 2— STAGE, 2— CIRCUIT, 208V/1 PH LINE VOLTAGE THERMOSTAT WARMING ROOM 602 HVAC PLAN EW -1 1 /4" BUILDING I 602 I RHO R1 0 DESIGNED LNS 2 "FD -1 ■ DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B A REV 6/10/10 1/ JAR JAR 1/8/10 7/31/09 DATE JAR JAR CHK'D LNS LNS LNS LNS APP'D RECYCLE AREA 601 - 1 RECYCLING BUILDING PLUMBING PLAN RECYCLING BUILDING RECYCLING BUILDING RECLCYING YARD SCALE: 1 /4" = 1' -0" RECYCLING BUILDING FOUNDATION PLUMBING PLAN RECYCLING BUILDING RECLCYING YARD SCALE: 1/4" = 1' -0" MINIMUM CONCRETE THICKNESS PER DRAIN MANUFACTURER OR STRUCTURAL DRAWINGS, WHICHEVER IS GREATER TRENCH DRAIN SECTION SCALE: 1" = 1' -0" FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 4" METHANE VTR OFFSET AT ROOF TO OID STANDING SEAM FLOOR THICKNESS PER STRUCTURAL DRAWINGS `TRENCH SUPPORT LEVELING RODS FINISH FLOOR ELEV = 267.79 EXR King county Department of Natural Resources and Parks Solid Waste Division ROUTE PIPING ABOVE DROP CEILING OR WITHIN WALL CEILING OR 1/2" ROUTE PIPING ABOVE DROP T 3 4" r/ 1 -1/2" 1 -1/2" • • 3 "FCO J 2" P -3 2" VTR OFFSET AT ROOF L TO AVOID STANDING SEAM 2" 2 "FD- 6 "CO If 6" TO SANITARY SEWER WARMING ROOM 602 WASTE & VENT RISER NO SCALE MV—R1 THERMOSTATIC MIXING VALVE SET AT 1'15T TRAP PRIMER TRAP PRIMER LINE TO FD -1 P -3 R10 RIGID INSULATION UNDER WATER HEATER W/ 3/4" FIRE TREATED PLYWOOD TOP AND SIDES. HB LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 EXPANSION TANK DET— R 1 1/2" WARMING ROOM 602 PIPING DIAGRAM NO SCALE F&OGI 091 MV —R2 ANSI APPROVED MIXING VALVE SET AT 80•F L i (03L)J;\ WH -R1 SET AT 140'F EW RECYCLING BUILDING HVAC 8c PLUMBING PLANS AND PIPING DIAGRAM fr BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT 1/2" 3/4" RELIEF TO EXTERIOR 1-1/4" BUILDING WATER SUPPLY RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. 532 C00405C09 OF: DRAWING NUMBER: M401 619