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HomeMy WebLinkAboutPermit PG09-095 - BOW LAKE - TRANSFER / TSO BUILDINGBOW LAKE TRANSFEPJTS 0 BUILDING 18800 ORILLJA RD S PGO9-095 Parcel No.: 3523049037 Address: Suite No: Value of Plumbing /Gas Piping: Fees Collected: Plumbing Urinals Water Closet doc: UPC -7/07 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #1100 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 Tenant: Name: BOW LAKE - TRANSFER/TSO BUILDING Address: 18800 ORILLIA RD S , TUKWILA WA Owner: Name: KING COUNTY Address: 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 100,596 SF, 3 -STORY BUILDING $665,597.00 $1,311.25 Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor 0 Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) 0 Food -waste grinder, commercial 0 Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks PLUMBING /GAS PIPING PERMIT FIXTURE TYPE AND OUANTITY * *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 -095 09/17/2010 03/16/2011 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 Plumbing (cont.) Building sewer and each trailer park sewer 1 Rain water system - per drain (inside bldg) 2 Water heater and /or vent 1 Industrial waste treatment interceptor, including 4 its trap and vent, except for kitchen type grease interceptors 2 Repair or alteration of water piping and/or water 26 treatment equipment 0 2 Repair or alteration of drainage or vent piping 0 9 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 4 Medical gas piping (6 +) inlets /outlets 0 3 Gas Piping 6 Gas piping outlets (0 -5) 0 8 Gas piping outlets (6 —) 0 PG09 -095 Printed: 09 -17 -2010 Permit Center Authorized Signature: Signature: Print Name: doc: UPC -7/07 City of'T'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: PG09 -095 Issue Date: 09/17/2010 Permit Expires On: 03/16/2011 Date: l — n ` 10 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work I am au,�horized to sign and obtain this plumbing/ gas piping permit. 1 Date: 9 l 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 -095 Printed: 09 -17 -2010 Parcel No.: 3523049037 Address: Suite No: Tenant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 981g8 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 18800 ORILLIA RD S TUKW BOW LAKE - TRANSFER/TSO BUILDING 1: ** *PLUMBING AND GAS PIPING * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG09 -095 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: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 13: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 14: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 15: Applicant shall obtain separate building permits for the TIRE WASH VAULT and for the RAIN WATER VAULTS. doc: Cond -10/06 PG09 -095 Printed: 09 -17 -2010 Signature: Print Name: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. 81-1 Q . 10cG 4 S% doc: Cond -10/06 PG09 -095 Date: q 1 �© ordinances governing or local laws regulating Printed: 09 -17 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us SITE ,LOCATION Site Address: 18800 Orillia Road South, Tukwila, WA Floor: Tenant Name: Bow Lake Recycling and Transfer Station New Tenant: ❑ Yes ® ..No Property Owners Name: King County Department of Resources and Parks - Solid Waste Division Mailing Address: 201 South Jackson St, Suite 701 Name: Tom Creegan Mailing Address: 201 South Jackson St, Suite 701 E-Mail Address: tom.creegan @kingcounty.gov Contact Person: E -Mail Address: Contractor Registration Number: Company Name: KPG, Inc. Mailing Address: 753 9th Avenue North 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 ** Contact Person: Charlie Conway E -Mail Address: charlie@kpg.com Company Name: Mailing Address: R. W. Beck, Inc. Contact Person: Karl Hufnagel E -Mail Address: khufnagel @rwbeck.com H: Applications\Fotms- Applications On Iine\2009 Applications \I-2009 - Plumbing -Gas Piping Permit Application.doc Revised: 1 -2009 bh 1001 4th Avenue, Suite 2500 Plumbing/Gas Permit No. Project No. P01 only) PLUMBING / GAS PIPING PERMIT APPLICATION King Co Assessor's Tax No.: 3523049037/3523049124 Suite Number: Seattle City Day Telephone: Seattle City Fax Number: Seattle City Day Telephone: Seattle City Day Telephone: Fax Number: WA 98104 State CONTACT PERSON Who do we contact when your permit is ready to be issued (206) 263 -6476 WA 98104 State (206) 263 -3001 PLUMBING it GAS PIPING CONTRACTOR INFORMATION Company Name: TBD Mailing Address: City Day Telephone: Fax Number: Expiration Date: State of Record ARCHITECT OF RECORD - All plans must be wet stamped, by Architec WA 98109 State (206) 286 -1640 Fax Number: (206) 286 -1639 Record ENGINEER OF RECORD - All plans must be wet stamped by Engineer 0 WA 98154 State (206) 695 -4509 (206) 695 -4701 Zip Zip Zip Zip Zip Page 1 of 2 Fixture Type: Qty Fixture Type: Qty ' Fixture Type: Qty Fixture Type: Qty 0 Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor Dishwasher, domestic, with independent drain 0 Drinkin fountain or water cooler (per head) 4 Food -waste grinder commercial 0 Floor Drain 26 Shower, single head trap 2 Lavatory 9 Wash fountain 0 Receptor, indirect wast 4 Sinks 3 Urinals 6 Water Closet 8 Building sewer and each trailer park sewer 1 Rain water system — per drain (inside building) 2 Water heater and/or vent 1 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors 2 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 1 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) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 0 Gas piping outlets 0 Valuation of Project (contractor's bid price): $ 665,597 Scope of Work (please provide detailed information): Transfer/TSO Building Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): F1 and B Utility Purveyor: Water: Highline Water District Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER RIZEIyr1GENT: Signature: ( l Print Name C.1f P..Q! ct V1 - U 1 " 1 � Day Telephone: Z7 G 2it ( -(3- (O Mailing Address. I S. �( /1-E- Al) �� 1'i f 7-D J e., c. ' ut/1/�'J C U /D City State Zip Date Application Expires: oi l Date Application Accepted: H:\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Plumbing -Gas Piping Permit Application.doc Revised: 1 -2009 bb Date: 6 ^ (( ` O 5 Staff Initials: (jr 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 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: ACCOUNT ITEM LIST: Description oil 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 Amount 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 Payment Check 620755 1,140.00 TOTAL: 1,140.00 ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLAN CHECK - NONRES SET RECEIPT Account Code Current Pmts 000.322.101.00.0 000.322.102.00.0 000.345.830 • 240.00 180.00 420.00 TT TTTRD TTTll TTl11,T17 L' C n n n . 1 , 10 1n, n n n ,nn n n E RECEIVED Amount Copy Reprinted on 06 -18 -2010 at 10:30:57 06/18/2010 RECEIPT NO: R10 -01094 Payment Date: 06/18/2010 User ID: 1165 Total Payment: 171,895.27 Initials: WER Payee: KING COUNTY SET ID: 0129 SET NAME: BOWLAKE SET TRANSACTIONS: Set Member Amount D09 -161 131,864.05 D09 -162 7,348.86 D09 -164 1,623.54 D09 -165 1,014.30 D09 -166 2,586.80 D09 -167 8,177.95 EL09 -0497 9,794.88 EL09 =0498 738.40 EL09 -0499 279.20 EL09 -0500 1,904.00 M09 -103 5,017.90 M09 -104 175.39 M09 -105 164.00 PG09 -095 953.00 PG09 -096 146.00 PG09 -097 107.00 TOTAL: 7,348.86 ACCOUNT ITEM LIST: Description BUILDING - NONRES ELECTRICAL PERMIT - NONR FIRE IMPACT FEES Cif, of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: //www. ci. tukwila. wa. us SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 564651 171,895.27 TOTAL: 171, 895.27 Account Code Current Pmts 000.322.100 000.322.101.00.0 90830402.5000.53 nnn -n1 1nn nn PAYMENT RECEIVED 51,262.46 12,716.48 12,872.72 C ] G7 -in PLUMBING - NONRES PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TREE MITIGATION Ci41 of Tukwila. • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ht49://www.ci.tukwila.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 • City of Tukwila TRANSACTION LIST: Type Method Descriptio Amount Payment Check 362754 238.25 Authorization No. ACCOUNT ITEM LIST: Description doc: Receiot - 06 PLAN CHECK - NONRES Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site http: / /www.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 238.25 Total: $238.25 Parcel No.: 3523049037 Permit Number: PG09 -095 Address: 18800 ORILLIA RD S TUKW Status: PENDING Suite No: Applied Date: 08/13/2009 Applicant: BOW LAKE - TRANSFER/TSO BUILDING Issue Date: Payment Amount: $238.25 Initials: JEM Payment Date: 08/13/2009 03:13 PM User ID: 1165 Balance: $953.00 PAYMENT RECEIVE Printed: 08 -13 -2009 COMMENTS: ^_ t , '3 • tiP r �klC'�r -� �� ll.�s�fAAfi� - �0ffi(ol� 'vih►�rYI�h(C rl 1.a-(.. - _ - '- 9g 54e--4, _ . i.tom, lt. -1 LA _ 4 / A A 1 i' 41i ( , r^ 044 4 Ae u i , , -C'+s - Ape/wit( Date Wanted:. a.m` 27- '2.. Requester: t,t; A Cr • P f 040,n4 P1 - tP /1 1 Project: (30 - _ . 1. Ry Type of.lnspection: , •i-- iIQ11L t II( (AA L3 i»c Address: t e�J fl _ . ‘t' , ' Date Called: �J Special Instructions: 1 Date Wanted:. a.m` 27- '2.. Requester: t,t; A Cr Phone No: 2.S. 25 - C 59 c9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 It-- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 s Approved per applicable codes. a P , i acs • - r El Corrections required prior to approval. fnspec dr: Date* Li- 2-1,17_ R INSPECTION FEE RE UIRED. Pr to next inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Project: —f30 G+l 1 Ake Type of Inspection: /7 d00 - ' Address: - x5606 clfi,aii*" ,Z,) Date Called: Special Instructions: Date Wanted:.. a- 'S -/2_ p.m. Requester: Phone No: f 1 I RECORD Retains copy with permit INSPECTION NO. i v PERMIT NO. 7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ® Approved per applicable codes. COMMENTS: Ges tic to A . 40/1 /eveci rse P6.4q- uS‘ r + ['Corrections required prior to approval. 12pINSPECTION FEE R QUIRED!P to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. COMMENTS: 4 p A fit d kiod C e ftr--•r-i [a - Sr JA (,) op fr I-3 0 fkr ; '7 t---1 (! P J Q.Q j --9 :.�,, A S e s- -- fciI S r e - a o c ^ t o p L, e_..t ,i a l'i 1 M c od hif-1 tJA-a K-�./rf a.m. / ,ter Requester: Phone No: 7 S '2: -5x— 70 i Pr 'ect: jvil IIA `TSJ Type of Inspection: Q,) („ -z--e‘/ RI Address: '0 t} (.3/Z--; t f A- Date Called: Special Instructions: . 17),)-- \ a Date Wanted: . � o _ 3, _ 1 a.m. / ,ter Requester: Phone No: 7 S '2: -5x— 70 4+c INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670. Permit Inspection Request Line (206) 431 -2451 JApproved per applicable codes. Inspect Date: REINSPECTION FEE REQUIR €D. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. P6 (ES O Corrections required prior to approval. COMMENTS: " Mil At / i ,ti1 PtJ k Address: 2 i . F I--`r t,,i ei Date Called: • #4 , 7 -- ,,JArlpl C , ie Special Instructions: 0 5 337f — cv 1 cz ivy �/ Tor i .'a ej 2,.`'' I a . is s c it jr. Date Wanted: a ` • 7, to _� 'a .m. . p.m. .060 11. i'l' I ' Ai Pqrd 50. 0.07 N ;3 — .• 7S5 -. s' 'O, t C ; f el J (a “-�Z I vk. 4 1 -CIL t A- -1. 4 < . . 2 ,S r. P � <v t ~ 1 J Q Type . ., Inspection: ion: ( C :• i ,ti1 PtJ k Address: Date Called: Special Instructions: 0 5 337f — cv 1 cz ivy �/ Tor i .'a ej 2,.`'' I a . is s c it jr. Date Wanted: a ` , ( 'a .m. . p.m. Requester: 0.07 N ;3 — .• 7S5 -. s' 'O, -44-5 N INSPECTION N0: CITY OF: TUKWILA BUILDING DIVISION G 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 V. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Approved per applicable codes. a Corrections required prior to approval. 1 Insp , or: • INSPECTION RECORD Retain a copy with permit REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT NO. Date: ti 44 _ ( ( Projr.st: W ALL) LA iLc Typ of Inspe - 4 4dk \ - l N) Phi-oil Phi-oil tik, Address: I8 ICIDO O Qiu1tA 2 D Date Called: Special nstructions: Date W I . :g- l ( ( n'y Requester: Phone No: -Z6 7 S» -Pf a INSPECTION NO. INSPECTION RECORD Retain a copy with permit PER IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 y (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 El Approved per applicable codes. E Corrections required prior to approval. COMMENTS: �IJ (!3Ps -1 S et (JJ J - t? 4 tf% - Ar, mgt Date: 1 r SPECTION FEE REQUED. Prior to next inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 5 Project: . `` W L RtLE_ Type of Inspection: i cm( -I N ?I lc,oL1 ' lr Address: 1 C _l u... 0 Date Called: Special Instructions: w P,, ,, 4 JE, t.31 a f? `l c ( 0 S2 - 7 - so Date Wanted:. .--r -- ?,(G,_ -( ( ‘m . p.m. Requester: Phone No: - e,cc, ..a3-2 INSPECTION NO. - INSPECTION RECORD Retain a copy with permit Approved per applicable codes. PERMIT NO. .6i _o CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 a Corrections required prior to approval. COMMENTS: / � "Re-1 Nvo V r R Sr I t�� C) �Lt l�r • 1� !‘> (boN Date C ' Date: z G - /( n REII(SPECTION FEE REQUIR D. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. COMMENTS: p 4 / ) D - 7 - nHP. Leni I) L Ad _ ‘ , . gtm 0 AlDit) ) 11 6 i-C - 141V1 ?Otthl / Date Called: E/41,44 7 (ra S ije@7 Vriii 4 v (iAktzkic Special Instructions: . 0 'i a Ca -0 i. 0,4, 431-ti ,A).-/- 6,475=1/- 1... ) 4 IC /-j; e4 / Poi% Requester: . Phone No: p...._3 3 -2-5 3.0 ..„ Pr t VIOLO : LP% VE Type of Inspection: ...(J\ (614 -1.1Q Pctofrt f• Ad _ ‘ , . gtm 0 c.. A Date Called: Special Instructions: . 0 'i a Ca -0 k Date Wanted: Lir' m. Requester: . Phone No: p...._3 3 -2-5 3.0 : .7 : :...T . 7 . 7 ; . ..,.' , ..:' ., - . , - . ....7. INSPECTION RECOR P6tq - CC'S Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Approved per applicable codes. El Corrections required prior to approval. Date: , 4ft NSPEZION FEE R ilT .. UIRED. Prior o next inspettion, fee must be .. - paid at 63b0 SO lvd.. Suite 00. Call to schedule reinspection. ":, I 6 0 Project: Type of Inspection: Address: Date Called: Special Instructions: . . . Date Wanted: ..3 — r 1 -/-- / / a.m. P.m. Requester: Phone No: • r INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. _ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BlVd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Approved per applicable codes. OCorrections required prior to approval. COMMENTS: ( - e Att./ : Date: t' 1 "Asy - I NSPECTION FEE REQUI ,ED. Prior tone inspection. fee must be k '3 ._, )-- k 11.-* id at 6300 Southcenter Blv41 Suite 100. ll to schedule reinspection. - . QUALITY • SERVICE • INTEGRITY P609- oqG Hawk Mechanical Monroe, WA Bow Lake Transfer Station 18800 Orillia Road South Tukwila, WA 98188 WESMAR COMPANY, INC. 5720 204th Street SW Phone (206)783 -5344 PROJECT: Chlorine sanitation of the potable and non - potable water systems. Inject chlorine into the main water distribution system. Maintain 200 ppm for 48 hours. Submit samples to lab for biological testing. Samples tested for chlorine residual from the following water sources. LOCATIONS: Potable water C07 lavatory C08 lavatory C09 kitchen break room 210 break room 209 lavatory 213 lavatory LOCATIONS: Non - Potable water HRW C - 100 1.25 HRWQ -75 1.5 HWP F = 100 1.5 HWP B -75 1.25 Lynnwood, WA 98036 Fax (206) 782 -4291 April 12, 2012 The system was tagged and allowed to sanitize for a 48 hour period. The system was drained and re- tested at each of the above locations, to insure system was chlorine free. Lab samples were taken and submitted to EDGE Analytical Labs, Burlington, WA The lab results are on the following attached pages. Thank you, Allen Shaw Wesmar Company Projects Manage / Sales allen.wesmar @gmail.com Bow Lake Bateriological Report (1).txt Page 1 of 1 Burlington WA corporate Office 1620 5 Walnut St - 98233 800.755.9295 . 360.757.1400 Bellingham WA Microbiology 805 w orchard Dr Ste 4 - 98225 360.671.0688 Portland OR Microbiology /Chemistry 9150 SW Pioneer Ct Ste W- 97070 503.682.7802 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: Wesmar Company Reference Number: 12 -05424 5720 - 204th Street S.W. Project: Bow Lake Transfer Station Bacteria Lynnwood, WA 98036 System Name: System ID Number: DOH Source Number: Sample Type: Sample Purpose: Sample Location: County: D - Drinking water Investigative or Other Potable water Sink Lab Number: Date Collected: Report Date: Field ID: Peer Review: 164 -12728 4/11/12 4/10/12 09:30 Sampled By: Sampler Phone: Allen Shaw Date Analyzed: 4/11/12 11:50 Repeat Sample Number: Date Received: 4/10/12 Comment: DOH# PARAMETER RESULT UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL rma SM9223 B M_120410 3 E. COLI Absent per 100mL SM9223 B M_120410 If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http: / /www.islandcounty. net / health /Envh /Drinkingwater /index.htm San Juan Co: http: / /www.sanjuanco.com /health /ehswater.aspx Skagit Co: http: / /www.skagitcounty.net /drinkingwater or 360- 336 -9380 Snohomish Co: 425 - 339 -5250 whatcom Co: http: / /www.co.whatcom.wa.us/ health / environmental /drinking_water /index.jsp WSDOH: http: / /www. doh. wa. gov /ehp /dw /Programs /coliform.htm FORM: cBact If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. If the result is unsatisfactory a repeat sample is required for Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. NOTES: Page 1 Bow Lake Non potable Bateriological Report (2).txt Page 1 of 1 Burlington WA Corporate office 1620 S walnut St - 98233 800.755.9295 . 360.757.1400 Bellingham WA Microbiology 805 W Orchard Dr Ste 4 - 98225 360.671.0688 Portland OR Microbiology /chemistry 9150 SW Pioneer Ct Ste W- 97070 503.682.7802 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: wesmar Company Reference Number: 12 -05418 5720 - 204th Street S.W. Project: Bow Lake Transfer Station Bacteria Lynnwood, WA 98036 System Name: System ID Number: DOH Source Number: Sample Type: Sample Purpose: Sample Location: County: D - Drinking Water Investigative or Other Non Potable Wash Water Hose Lab Number: Date Collected: Report Date: Field ID: Peer Review: 164 -12722 4/11/12 4/10/12 09:30 Sampled By: Sampler Phone: Allen Shaw Date Analyzed: 4/11/12 11:50 Repeat Sample Number: Date Received: 4/10/12 Comment: DOH# PARAMETER RESULT UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL rma SM9223 B M_120410 3 E. COLI Absent per 100mL SM9223 B M_120410 If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http: / /www.islandcounty. net / health /Envh /Drinkingwater /index.htm San Juan Co: http: / /www.sanjuanco.com /health /ehswater.aspx Skagit Co: http : / /www.skagitcounty.net /drinkingwater or 360- 336 -9380 Snohomish Co: 425 - 339 -5250 whatcom Co: http: / /www.co.whatcom.wa.us/ health / environmental /drinking_water /index.jsp WSDOH: http: / /www. doh. wa. gov /ehp /dw /Programs /coliform.htm FORM: cBact If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. If the result is unsatisfactory a repeat sample is required for Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. NOTES: Page 1 HAWK MECHANICAL CONTRACTORS, INC. 17220 West Main Street PO 547 Monroe, Washington 98272 ( 360) 794=8783 ° _ tVatne of Premises: • � w ,., 1 I . n,, =. �� � ' T W Service Address: /g goo O1' / / / /G� / O Location of Assembly: 5&) o 4 SId on ("t • r � Asseenbl : New Assembly (& Lino Pressure at Time of Teat: _/ 20 Mefvrarhaa Backflow Prevention Assembly Test Report ooq Qr Existing Assembly ( I AsscessiaarlL=O1 AIr Gap: Remarks: Test Equipment Used: Hazard Protected: The above report Is c Initial Test Performed B : Retaired By - - Final Repair By: Required minimum air gap separation provided: 7:ifrilporovy t r/d j ified to p 0 lner irMrs •lLvr 11 J. rFiVG UL U:J serer minter Replacement ( L Lbs. T pA of Assembly: / P Yes ()q No Cert. Na.: B5195 Date: Cert. No,: Date: Cert. No. Date: HA K MECHANICAL corvL CrcM n: Si: Water Service Restored: Yes1 No ( 1 customers Signature. a Reduced Pressure Assemblies Relief valve Pressure Vacuum Breaker Double Check Assemblies Alt Inlet Check Valve ist Check 2nd Checx Opened a _•_ _ _psid psid Initial Test -Gored tight RP=ig+S Leaked 1 psid 11 Closed tight Leaked 1 1 Opened @ . i _,psid Did not open I I Did not Oxen ( 1 Leaked I 1 Reoeirs and MaterlOI5 Used Teat after Repair Der clOSed tight RP- I I paid Closed tight 1 1 00ened@ _,,,..psid Opened @ psid psid HAWK MECHANICAL CONTRACTORS, INC. 17220 West Main Street PO 547 Monroe, Washington 98272 ( 360) 794=8783 ° _ tVatne of Premises: • � w ,., 1 I . n,, =. �� � ' T W Service Address: /g goo O1' / / / /G� / O Location of Assembly: 5&) o 4 SId on ("t • r � Asseenbl : New Assembly (& Lino Pressure at Time of Teat: _/ 20 Mefvrarhaa Backflow Prevention Assembly Test Report ooq Qr Existing Assembly ( I AsscessiaarlL=O1 AIr Gap: Remarks: Test Equipment Used: Hazard Protected: The above report Is c Initial Test Performed B : Retaired By - - Final Repair By: Required minimum air gap separation provided: 7:ifrilporovy t r/d j ified to p 0 lner irMrs •lLvr 11 J. rFiVG UL U:J serer minter Replacement ( L Lbs. T pA of Assembly: / P Yes ()q No Cert. Na.: B5195 Date: Cert. No,: Date: Cert. No. Date: HA K MECHANICAL corvL CrcM n: Si: Water Service Restored: Yes1 No ( 1 customers Signature. a 17220 W. Main St. P0 Box 547 Monroo, WA 98272 Phone: 360- 794 -87$3 Pax; 360- 805.9321 To: W/L Woj G Fax: (2S S o --3949 Phone: (2S3) ZSS 87 O' 9zC --3 From: Re: &i,ck ( /0(4) 7.454 &605 CC: * J/ 1/ eok Atta fa4541 1 M SAL. U l / UJ Mak Af filtr bate: .3 ` /Z Pages: 7 /it G r CdKlr ❑ Urgent !(Par Review ❑ Please Comment 0 Please Reply ❑ Please Recycle V'Y VJ/ LUiG V 1: -fV :J IJVVVJ JJLI HAWK MECHANICAL CONTRACTORS, INC, 17220 West Main Street PO 547 Monroe; Washington 98272 (360) 794-8783 Nam !l S lattom altko 6..c;b7 } I8goo on[teck (c' c Sect ,i &G)A ' Service Address: Air Gap; Remarks: Required minimum air gap separation provided: Yes Hazard Protected: 13 {d NA) .fG411 f4j The above report is certified . r Initial Test Performed 8 Repaired By Final Repair By: Water Service Restored: Yes [ ) No ( ) Backflow Prevention Assembly Test Report art IIPau,er nrlwn I r Oi/ tJD „..41 HA Ng MZC11A'tICA. coMrMCrORf a: Location of Assembly Assemb Ueulecrur9r dN 3nr'nl wuellAte Site New Assembly k - Existing Assembly ( ) Replacement [ 1 Line Pressure at time of Test: !/IY _ Lbs. Type of Assembly! g_ y4 Test Equipment t CurtrOment Sipn6tte4 No ) ert. No.: 85195 Date: 9 /3J /4= Cert, No.: Date; / 3��C� Cert, No.. Cate: Reduced Pressure Assemblies Relies Valve Pressure Vacuum BrO?kor Double Check Assemblies _ Air !Met Check Valve 1st Check 2nd Check Opened a ,._, - „,. .,pWd paid Initial Test OC- CI059d tight RP- ( I psid X Closed tight Leaked ( J I I Opened r, _paid Did net Oprn 1 I Did not Open I I Leaked ( I Leaked Repairs and Materials Wed P1"1 /4 t S �c['71�� ' tit Test after Repair SlOrt closed tight //�� RP- tj! 1 I 96 psid Closed tight Q(1 tra d Gl1 psd Opened, Said _psid V'Y VJ/ LUiG V 1: -fV :J IJVVVJ JJLI HAWK MECHANICAL CONTRACTORS, INC, 17220 West Main Street PO 547 Monroe; Washington 98272 (360) 794-8783 Nam !l S lattom altko 6..c;b7 } I8goo on[teck (c' c Sect ,i &G)A ' Service Address: Air Gap; Remarks: Required minimum air gap separation provided: Yes Hazard Protected: 13 {d NA) .fG411 f4j The above report is certified . r Initial Test Performed 8 Repaired By Final Repair By: Water Service Restored: Yes [ ) No ( ) Backflow Prevention Assembly Test Report art IIPau,er nrlwn I r Oi/ tJD „..41 HA Ng MZC11A'tICA. coMrMCrORf a: Location of Assembly Assemb Ueulecrur9r dN 3nr'nl wuellAte Site New Assembly k - Existing Assembly ( ) Replacement [ 1 Line Pressure at time of Test: !/IY _ Lbs. Type of Assembly! g_ y4 Test Equipment t CurtrOment Sipn6tte4 No ) ert. No.: 85195 Date: 9 /3J /4= Cert, No.: Date; / 3��C� Cert, No.. Cate: Service Dept. 5500 4th Ave. So. Seattle, WA 98103 Customer Name: Address: PO# Branom Order #: Techn Iola n: Serial Number. Tolerance: Condition Found: Standard Reeding 14.00 7.00 5.00 2.00 1.00 0.00 Notes: None Bran Instrument Description: APOLLO 40- 200 -TK5U 11070424 t 0.2 PSI OUT OF TOLERANCE Unit Under Test 14.1 8.8 5.0 2.0 0.8 0,0 6YB Instrument ar4f >O7 BAANCM , Certification Of Calibration #: 33188 HAWK MECHANICAL CONTRACTORS ING 17220 W MAIN ST MONROE WA 98272 HAWK-SHOP 477571 JASON FOX Branum instrument company certifies that the foaming Instrument meets or exceeds all pUbllshed specifications and has been calibrated using standards whose $CCuraCies are traceable to the National institute of Standards and Technology. This certificate applies only to the instrument listed below. Standard(s) Used Model: RED LION IMP28101, YCA YA43F -SBS4" B/FMF1 /BR1 /COM -B Serial Number: 2821, JF543RA174 -70$ Cal Due Date: 05/2012012, 05/20/2012 Calibration Readings Approval By: 11fVYr\ 1'1LVI 11"1111 VML Customer ID#: N/A Calibration Date: Calibration Due: Lab Temperature (Deg F): Lab Humidity ( %): Condition Left IN TOLERANCE Lower Limit Woher Limit 13.8 142 6.8 7.2 4.8 5.2 1.8 2.2 0.8 1.2 -0.2 0.2 This certificate shall not be reproduced except In lull without written approval of Branom Instrument Company, Certtficote Revised 11/16/2010 Page 1 of 1 800-7874051 FAX 206.7834165 service@branom.COm 08- Mar -12 08- Mar -13 73.1 30.9 su PSI PSI PSI PSI PSI PSI rrxac C.14/ U:-; o w""Pnus*" t r" 14 BACKFLOW ASSEMBLY TESTER Health vmaili. AVON CA iliz FOR CERTIFICATE OF COMPETENCY CERTIFICATE NUMRER VAUD FOR YEAa B5195 F2012 64i 00/ Palmer, Mark D. 25120 149th PI SE Monroe WA 98272 4 0 0000EJL/0341. BE IT KNOWN THAT THE WASHINGTON STATE DEPARTMENT OF HEALTH HAS RECOGNIZED: AS A CERTIFIED BACKFLOW ASSEMBLY TESTER VALIDATION CARD MUST BE POSTED WITH YOUR CERTIFICATE %Health "A..4 N., CERTIFICATE NVMRFA NAME B5195 BACKFLOW ASSEMBLY TESTER VALIDATION CARD FOR CERTIFICATE OF COMPETENCY Palmer, Mark D. riAat hib/ po - - vU /111 2012 March 11, 2011 Tom Creegan King County Solid Waste Division 201 S Jackson Street, Ste 701 Seattle, WA 98104 -3855 RE: Request for Extensions Bow Lake Transfer Station —18800 Orillia Rd S Dear Mr. Creegan, This letter is in response to your written request for an extension to the following nine Permit Numbers: D09 -162, D09 -164, D09 -166, D09 -167, M09 -103, M09 -104, M09 -105, PG09 -095, and PG09 -096. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permits an additional 180 days from the date of expiration, through September 12, 2011. It is understood that this project will be continuing through 2013, but due to the International Building Code the maximum extension that can be granted is 180 days. Each inspection conducted will automatically extend the permit. If inspections are not conducted and the expiration date is nearing, you will receive again reminder letters in the mail. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, (JeI-r shall it ' ec ician Gity of Tukwila Department of Community Development Jack Pace, Director File: D09 -162, D09 -164, D09 -166, D09 -167, M09 -103, M09 -105, PG09 -095 and PG09 -096 W1Permit Center\Extension Letters \Permits\2009\Bow Lake Permit Extension.doc Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 King County Solid Waste Division Department of Natural Resources and Parks King Street Center 201 South Jackson Street, Suite 701 Seattle, WA 98104 -3855 206 -296 -6542 Fax 206 - 296 -0197 TTY Relay: 711 March 3, 2011 Bill Rambo City of Tukwila Dept. of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Dear Mr. Rambo: The purpose of this letter is to request extensions for permits for the Bow Lake Recycling and Transfer Station project. The King County Solid Waste Division recently received written notices that the following permits will expire on March 16, 2011: Permit No. D09 -162 Permit No. D09 -166 Permit No. PG09 -095 Permit No. M09 -103 Permit No. M09 -105 Permit No. D09 -164 Permit No. D09 -167 Permit No. PG09 -096 Permit No. M09 -104 6,1<, y -o-6/ zeat/ .46/ 6/// ssco\‘', MAR v i tOlso" t 0 La i Construction of the project is ongoing and will continue until the end of 2013: none of th C permits are either abandoned or complete. These permits and others (D09-161 D09- 165, PG09 -097, EL09 -0497, EL09 -0498, EL09 -0499, and EL09 -0500) for the Site Facilities construction phase of the project will continue to be needed until that time. King County requests that all of these permits be extended appropriately to reflect the extended construction schedule. Bill Rambo March 3, 2011 Page 2 Thank you for your assistance in this matter. Please contact me at 206 - 263 -6476 if you have any questions. Tom Creegan Project Manager TC:jb Rambo — CoTukwila — Site Facilities Permit Extension Req cc: Victor O. Okereke, Engineering Services Manager, Solid Waste Division (SWD) Neil Fujii, Managing Engineer, Engineering Services Section, SWD 1 02 -01 -2011 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. PG09 -095 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 03/16/2011. 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 03/16/2011, 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, ‘ b■W. Bill Rambo Permit Technician File: Permit File No. PG09 -095 City of Tur : k ila 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 August 5, 2010 City of Tukwila Department of Community Development 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, M4(\itit Je ifer Marshall Pe it Technician W:\Permit Center\Extension Letters\Applications\2009\Bow Lake Application Extension #2.doc Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 King County Solid Waste Division Department of Natural Resources and Parks King Street Center 201 South Jackson Street, Suite 701 Seattle, WA 98104 -3855 206 - 296 - 6542 Fax 206- 296 -0197 TTY Relay: 711 July 27, 2010 Bill Rambo Department of Community Development City of Tukwila 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Dear Mr. Rambo: Permit Application No. 'P IT1Tit Applieatiuii No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. Permit Application No. lei Tom Creegan Project Manager D09 -161 D09-1-63 Cnitcaie , D09 -165 D09 -167 EL09 -0498 EL09 -0500 PG09 -096 M09 -103 M09 -105 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. D09 -162 D09 -164 D09 -166 EL09 -0497 EL09 -0499 PG09 -095 PG09 -097 M09 -104 0/Pjage la .4 affam,64;_plotti 4 ,e5( 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: Thank you for your assistance in this matter. If you have any questions, please contact me at 206 - 263 -6476. Sincerely, e.p -Q 8 -9`1 o RECEIVED 1 . I t CAIK► JUL 28 2010 RMIT 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 J 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 2 6/14/2010 EL09 -0500 1 full -size, wet - signed original, 1 copy of original ;/ 2 6/14/2010 PG09 -095 1 full -size, wet - signed original, 1 copy of original ✓ 2 6/14/2010 PG09 -096 1 full -size, wet - signed original, 1 copy of original V 2 6/14/2010 PG09 -097 1 full -size, wet - signed original, 1 copy of original J 2 6/14/2010 M09 -103 1 full -size, wet - signed original, 1 copy of original ✓ 2 6/14/2010 M09 -104 1 full -size, wet - signed original, 1 copy of original ✓ 2 6/14/2010 M09 -105 1 full -size, wet - signed original, 1 copy of original June 14, 2010 Jennifer Marshall City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Dear Ms. Marshall: • • Subject: Full -Size Drawings Submittal for City of Tukwila Permits 001640 1 11- 00839 - 20001/5500 Marshall Transmittal 6- 14- 2010.docx 1 An SAIC Company Attached is a matrix listing the full size drawing submittals for the City of Tukwila Permits. ilteeeiveb CITY OF TUKWILA JUN 1 4 2010 PERMIT CENTER 9: FOURTH AVENUE surTE.25oo SE'ATTL 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, MA/j Id cc line R. W. BECK, I Margaret Ales Permit Coordinator 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 Date: May 12, 2010 Public Works 'Department ( (PM 001640 1 11-00839-20001 1 Response2_PG09-095.doc • CORRECTIO `.1 To Tom Creegan Ffont Ian Sutton and matgate1 Meg Subject; Row Lake Recycling and TFansfer Station Project Plumbing & Gas Permit Application Number PG09-095 (Transfer/TSO Building) Responge i tO City of Tukwila Correction Letta #2 An , SAtC Cbfflry This memorandum is supplemental to (the Revision Submittal for the Plumbing and Gas Permit Application PG69=095 (TransferlISO Bui lding) Correction Letter 41. Comments are listed below, .f011owed by a summarized fesporise; IPW Comment: In order to tomplete/finalize the plan review for this permit, the following missing sheels must be ;provided: C082, 'C083, C093, C099,C-10b, ,arid C107 Response: The tegiregitd sheets Are Attached, RECEIVE MAY 12 2010 PERMIT CENTER May 4, 2010 Tom Creegan King County 201 Jackson St, Ste 701 Seattle, WA 98104 RE: Correction Letter #2 Plumbing /Gas Piping Permit Application Number PG09 -095 Bow Lake — Transfer/TSO —18800 Orillia Rd S Dear Mr. Creegan, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the 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 messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Je r fifer Ma/shall Pe it Technician G09 -095 • Department of Community /Development Jack Pace, Director W.\Permit Center \Correction Letters \2009\PG09 -095 Correction Letter #2.DOC 1 Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 e Phone: 206 - 431 -3670 e Fax: 206 - 431 -3665 DATE: May 4, 2010 PERMIT NO: PG09 -095 • • PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: Bow Lake- Recycling Building 18800 Orilla Rd S In order to complete /finalize the plan review for this permit, the following missing sheets must be provided: C082 C083 C093 C099 C106 C107 Please submit two sets of the above listed plan sheets for review. Joanna Spencer - FW: Bow Lk- Transfer /TSO Bldg PG09 -095 • From: "Creegan, Tom" To: "Joanna Spencer" Date: 03/06/2010 10:45 AM Subject: FW: Bow Lk- Transfer/TSO Bldg PG09 -095 Hi Joanna, please see below for responses to your earlier questions. Thanks, Tom 1. Q: Is the Tire Wash Vault shown on G018 a proposed new vault. If yes, what is its size L x W x H. Page 1 of 2 A: Yes, the Tire Wash /Rainwater Vaults at the northeast corner of the Transfer/TSO Building are new vaults as part of the Site Facilities construction. The interior of the Tire Wash Vault is 32' -8 "L x 18' -0 "W x 12' -4 "H. 2. Q: Is it conc cast in place or prefab. A: The Tire Wash Vault and both the Rainwater Vaults will be precast. The building permits for these vaults will be pursued with the City, once a manufacturer has been selected. 3. Q: Need the same information for the E and W Rainwater Vaults and where exactly are these vaults located. A: The east Rainwater Vault is immediately north of the Tire Wash Vault. The layout is shown on Drawings M102 and M172. The west Rainwater Vault is immediately west of the Transfer/TSO Building. The layout is shown on Drawing M101. The interior dimensions of the Rainwater Vaults has been added to the Revisions B and C Drawing M171. East Rainwater Vault: 20' -0 "L x 18' -0 "W x 12' -4 "H West Rainwater Vault: 20' -0 "L x 20' -0 "W x 10' -8 "H From: Creegan, Tom [ mailto :Tom.Creegan ©kingcounty.gov] Sent: Tuesday, March 02, 2010 3:46 PM To: Joanna Spencer Cc: Sutton, Ian Subject: RE: Bow Lk- Transfer/TSO Bldg PG09 -095 Hi Joanna, I will get back to you soon with responses. Thanks, Tom file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 03/08/2010 From: Joanna Spencer [mailto :jspencer @ci.tukwila.wa.us] Sent: Tuesday, March 02, 2010 11:06 AM To: Creegan, Tom Subject: Bow Lk- Transfer/TSO Bldg PG09 -095 Tom, PW need some additional info. Is the tire wash vault shown on G018 a proposed new vault. If yes, what is its size LxWxH. Is it conc cast in place or prefab. Need the same information for the E and W rainwater vaults and where exactly are these vaults located. Thannks, Joanna Joanna Spencer Development Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 phone: 206 - 431 -2440 fax: 206 - 431 -3665 jspencer @ci.tukwila.wa.us Page 2 of 2 file: / /C:\Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 03/08/2010 I February 3, 2010 Tom Creegan King County Solid Waste 201 South Jackson St Suite 701 Seattle, WA 98104 Dear Mr. Creegan, Sincerely, ifer Marshall it Technician Enclosures File: D09 -161, 162, 164, 165 M09 -103 & M09 -104 PG09 -095, 096, & 097 • ity f T ila Department of Comm. ; nity Development RE: Letter of Incomplete Application # 1 to Response to Correction Letter #1 Permit Numbers: D09 -161, 162, 164, 165; M09 -103 & M09 -104; PG09 -095, 096, & 097 Bow Lake —18800 Orillia Rd S If you have any questions, please contact me at the Permit Center at (206) 431 -3670. W:\Permit Center \incomplete Letters\2009\D09 -161 Inc Ltr #1 to Corr Ltr # 1.DOC Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you that your responses to Correction Letter #1 received at the City of Tukwila Permit Center on January 28, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department needs to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 Determination of Completeness Memo Date: February 2, 2010 Project Name: Bow Lake Permit #: D09 -161, 162, 164, and 165 M09 -103 and M09 -104 PG09 -095, 096, and 097 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building pivision 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. • • To. Tom Creegan From: Ian Sutton and Margaret Ales Subject: Bow Lake Recycling and Transfer Station Project Plumbing & Gas Piping Permit Application Number PG09 -095 (Transfer/TSO) Response to City of Tukwila Correction Letter #1 Date: January 28, 2010 An SAIC Company This memorandum is supplemental to the Revision Submittal for the Plumbing and Gas Permit Application PG09 -095 (Transfer /TSO Building) Correction Letter #1 for the City of Tukwila (City). Comments are listed below, followed by a summarized response. In instances where a response required a design change, the revised design documentation has been included as an attachment for City review. Design revisions made to address City comments have been clouded and noted as Revision B. In addition, any design changes initiated by the design team unrelated to City comments, and subsequent to the original application submittal, that relate to code compliance or life- safety have also been clouded and noted as Revision C. Building Division BD - 1 Comment: The key symbol with a number ( #) have no reference or the sheet with that information and cannot be found. Some symbols are left blank with out a number. In addition it is not clear as to what the acronym "SUF" next to the symbol indicated refers too. Please provide clarification to identify all acronyms and provide clarification for the symbol indicated. Clarification is not only helpful for the plan review process but is necessary and helpful for inspectors during field inspections Response: Plan index updated to reflect correct drawings included in the plan set and missing pages have been added. Drawing M011 has been revised to designate the symbol callout in the mechanical legend and addition of a new reference "OPENING DESIGNATION ". Drawings MO11, A016, A017 and A017A (opening schedule) are included in Attachment A, Revised Drawings. Public Works Department PW - 1 Comment: Drawing M018, sht 461 of 615 shows details 1 -8 which refer to Drawing MO 17, however MO 17 was missing in this submittal. Detail 6/M017, callout specifies "CW Make -UP from Reduced Pressure Backflow Preventer ". Please explain where this backflow is located. Is it inside or outside the building? 001640 11-00839-20000 I Response_PG09- 095.doc - FOURTH "AVENUE SUITE 2500 ".SEATTLE . WA 98154/004 z (P) 2O6 4700. (F):2O6 69, MEMORANDUM January 28, 2010 Page 2 List of Attachments Attachment A - Revised Drawings 001640 111- 00839 -20000 I Response_PG09- 095 .doc Response: A reduced pressure backflow preventer is provided in the South Riser Room 105 inside the building at the water service header to protect the potable water system from the non - potable water system. The backflow preventer is shown on drawing M124 and on Transfer Building Water System Schematic — Part 2 shown on drawing M152. The details on drawing M018 have been revised to correctly reference applicable drawings and the backflow preventer detail on this drawing has been deleted. Drawing M017 references required NREC compliance requirements and is included in the permit drawings. The Drawings are included in Attachment A, Revised Drawings. PW — 2 Comment: Sheet M195, Fire Protection System Riser Diagram shows a Fire Sprinkler Water Supply Vault. Where is this vault located? What is the size, manufacturer and model number of the proposed Double Detector Check Valve Assembly? Response: The Fire Sprinkler Water Supply Vault is shown on drawing C093. Reference to the Fire Sprinkler Water Supply Vault has been added to drawing M195. Drawings are included in Attachment A, Revised Drawings. Per King County contractual requirements, the type and manufacturer of the back flow prevention assembly cannot be specified. Instead the Contractor is directed to select one from the Washington State Department of Health manual "Backflow Prevention Assemblies Approved for Installation in Washington State ", Pub. 331 -137 (rev.) April 2008. The size of the assembly is based on pipe size. There are two double check backflow prevention assemblies, sizes 4 inch and 2 inch. There is one 10 inch double check detector backflow prevention assembly. PW — 3 Comment: On sheet MIO2 Drainage Plan -East please add "Fire Department permit required" to the Fuel Storage Tank Callout. Response: "Fire Department Permit Required" has been added to drawing M102. On drawing M431 the following has been added "Note: Separate Fire Department Permit Required for the Fueling Station ". Drawing are included in Attachment A, Revised Drawings. • ATTACHMENT A Revised Drawings Included under separate cover. An SAIC Company Permit Application Number Page 1 of 2 New avised Dwgs List of Revised Drawings revised/final Submt..., New Sh REV B IL � d N n- , na. c REV C c. 1- 11 Plumbing and Gas Piping Permit - Trans/fSO 11 Plumbing and Gas Piping Permit - Trans/TSO 1. GO11 - COVER SHEET, VICINITY AND LOCATION MAPS 1 2. G012 - DRAWING INDEX 1 1 1 3. G013 - DRAWING INDEX 1 1 1 4. G014- LEGEND 1 5. G015 - ABBREVIATIONS 1 6. G016 - GENERAL NOTES AND PROJECT AREA BOUNDARY 1 7. G017 - EXISTING CONDITIONS AND SURVEY CONTROL 1 8. G018 - GENERAL ARRANGEMENT SITE PLAN 1 1 1 72. C082 - SITE WATER SYSTEM PLAN 1 1 1 73. C083 - SITE WATER SYSTEM PLAN 1 1 1 83. C093 - HIGHLINE WATER DISTRICT STANDARD DETAILS 1 1 1 89. C099 - SITE WASTEWATER SYSTEM PLAN 1 1 1 1 96. C106 - SITE VALVE PLAN AND SCHEDULE 1 1 1 97. C107 - SITE VALVE DETAILS 1 1 1 98. C108 - SITE WASTEWATER AND STORMWATER COMPRESSED AIR MANHOLES 1 1 1 1 99. C109 - SITE WASTEWATER AND STORMWATER COMPRESSED AIR PIPING DETAI 1 1 1 1 323. A016 - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE 1 1 1 324. A017 - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE 1 1 1 325. A017A - ARCHITECTURAL GENERAL - OPENINGS SCHEDULE 1 1 1 1 1 1 410. A196 - TRANSFER/TSO BUILDING - METHANE BARRIER DETAILS 1 1 1 454. MO11 - MECHANICAL LEGENDS 1 1 1 1 455. M012 - MECHANICAL SCHEDULES - SHEET 1 1 1 1 1 456. M013 - MECHANICAL SCHEDULES - SHEET 2 1 1 1 459. M016 - MECHANICAL SCHEDULES - SHEET 5 1 1 1 1 460. M017 - NREC COMPLIANCE AND MECHANICAL ABBREVIATIONS 1 1 1 461. M018 - MECHANICAL DETAILS I 1 1 1 1 464. M101 - TRANSFER/TSO BUILDING COMPACTOR LEVEL/TIPPING /RECEIVING LEVEL 1 1 1 465. M102 - TRANSFER/TSO BUILDING COMPACTOR LEVEL/TIPPING /RECEI\ 1 1 1 1 466. M103 - TRANSFER/TSO BUILDING TIPPING /RECEIVING LEVEL - MECHANICAL PLAT 1 1 1 468. M105 - TRANSFER/TSO BUILDING MECHANICAL ROOF PLAN! 1 1 1 469. M106 - TRANSFER/TSO BUILDING EXTERIOR ELEVATIONS EAST & WEST 1 1 1 470. M107 - TRANSFER/TSO BUILDING ENLARGED ELEVATION AND WALL SECTION 1 1 1 471. M108 - TRANSFER BUILDING NORTH PROCESSING AREA MECHANICAL PLAN 1 1 1 472. M109 - TRANSFER/TSO BUILDING DOWNSPOUT DRAIN, HOSE REEL AND BOOT W 1 1 1 473. M110 - TRANSFER BUILDING PIPE DROP /RISER SUPPORT DI 1 1 1 1 474. M111 - TSO BUILDING COMPACTOR LEVEL ENLARGED WATER AND DF 1 1 1 1 475. M112 - TSO BUILDING COMPACTOR LEVEL ENLARGED WATER AND DRAINAGE PI 1 1 1 476. M112A - TSO BUILDING COMPACTOR LEVEL ENLARGED WATER AND DO 1 1 1 1 478. M114 - TSO BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN 1 1 1 479. M114A - TSO BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN 1 1 1 481. M116 - TSO BUILDING COMPACTOR LEVEL BUILDING SECTIONS 1 1 1 482. M117 - TSO BUILDING COMPACTOR LEVEL VAULT DETAILS I 1 1 1 483. M118 - TSO BUILDING COMPACTOR LEVEL BUILDING SECTIONS 1 1 1 484. M121 - TSO BUILDING TIPPING/RECEIVING LEVEL ENLARGED WATER AND DRAIN 1 1 1 486. M123 - TSO BUILDING TIPPING/RECEIVING LEVEL ENLARGED PLUMBIN 1 1 1 1 487. M124 - TSO BUILDING TIPPING /RECEIVING LEVEL AREA PLUMBING PL F 1 1 1 1 488. M124A - TRANSFER/TSO BUILDING TIPPING /RECEIVING LEVEL MISTING ROOM PLf 1 1 1 489. M125 - TSO BUILDING TIPPING /RECEIVING LEVEL HPU /DUST COLLECTOR AREA F 1 1 1 490. M125A - TSO BUILDING TIPPING /RECEIVING LEVEL LOADING AREA ENLF 1 1 1 1 495. M131 - TSO BUILDING TSO LEVEL ENLARGED WATER AND DRAINAGE PLAN 1 499. M135 - TSO BUILDING TSO LEVEL MECH ROOM ENLARGED PIPING PLANS AND EI 1 1 1 500. M136 - TSO BUILDING TSO LEVEL PLUMBING FLOOR PLAN - WEST 1 1 1 502. M138 - TRANSFER/ TSO BUILDING TSO ROOF LEVEL ENLARGED HVAC PLAN 1 1 1 503. M139 - TSO BUILDING MECHANICAL SHAFT SECTIONS AND DETAILS 1 1 1 1 505. M142 - TRANSFER/TSO BUILDING RAINWATER/NPW BOOSTER SYSTEM SCHEMA 1 1 1 506. M143 - WASTEWATER DRAINAGE CONTROL AND MONITORING SCHEMATIC DIAG 1 1 1 Permit Application Number Page 1 of 2 List of Revised Drawings New Sheet for Final Revised Dwgs I revised /final Submittal Submittal New Sheet REV B IL E m � 1L H d m REV C 7 0 1 11 Plumbing and Gas Piping Permit - TranslTSO 11 Plumbing and Gas Piping Permit - Trans/TSO 507. M144 - MISCELLANEOUS CONTROL AND MONITORING SCHEMATIC DIAGRAMS 1 1 1 508. M145 - TRANSFER/EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM — PART 1 1 1 1 509. M146 - TRANSFER/EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM — PART 2 1 1 1 510. M147 - MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS 1 1 1 511. M148 - MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS 1 1 1 512. M151 - TRANSFER/TSO BUILDING WATER SYSTEM SCHEMATIC - PART 1 1 1 1 513. M152 - TRANSFER/TSO BUILDING WATER SYSTEM SCHEMATIC - PART 2 1 1 1 514. M153 - TRANSFER/TSO BUILDING WATER SYSTEM SCHEMATIC - PART 1 1 1 1 515. M154 - TRANSFER/TSO BUILDING WATER SYSTEM SCHEMATIC - PART 1 1 1 1 516. M155 - TRANSFER/TSO BUILDING DRAINAGE SYSTEM SCHEMATIC 1 1 1 517. M156 - TRANSFER/TSO BUILDING WASTE AND VENT RISER DIAGRAM 1 1 1 518. M161 - TRANSFER/EMPLOYEE BUILDING DUST AND ODOR CONTROL MISTING SY 1 1 1 519. M162 - TRANSFER/TSO BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS 1 1 1 520. M163 - TRANSFER/TSO BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS 1 1 1 521. M171 - TRANSFER/TSO BUILDING RAINWATER VAULTS I 1 1 1 1 522. M172 - TRANSFER/TSO BUILDING TIRE WASH /RAINWATER PLAN 1 1 1 523. M173 - TRANSFER/TSO BUILDING TIRE WASH VAULT PLANS AND SECT 1 1 1 1 524. M191 - TRANSFER/TSO BUILDING FIRE SPRINKLER PLAN AND CRITERIA 1 1 1 525. M192 - TSO BUILDING COMPACTOR LEVEL FIRE SPRINKLER PLAN 1 1 1 526. M193 - TRANSFER/TSO BUILDING TIPPING /RECEIVING LEVEL FIRE SPRINKLER PL 1 1 1 527. M194 - TRANSFER/TSO BUILDING TSO LEVEL/TIPPING /RECEIVING UPPER LEVEL 1 1 1 528. M195 FIRE PROTECTION SPRINKLER SYSTEM SCHEMATIC DIAGRAM: 1 1 1 1 533. M431 - FUELING STATION PLAN 1 1 1 1 534. M432 - FUELING STATION SECTIONS 1 1 1 Permit Application Number PG09 -095 Page 2 of 2 07 -01 -2010 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit Application No. PG09 -095 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 -095 • CIF/ f Tukwila Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 January 29, 2010 Tom Creegan King County Solid Waste Division 201 S Jackson St, Ste 701 Seattle, WA 98104 -3855 RE: Request for Application Extensions Bow Lake Transfer Station —18800 Orillia Rd S Dear Mr. Creegan, This letter is in response to your written request for an extension to Permit Application Numbers D09 -161 through D09 -167, EL09 -0497 through EL09 -0500, M09 -103 through M09 -105, and PG09 -095 through PG09 -097. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit applications expiration date an additional 180 days, through August 9, 2010. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Vh fer Marshall it Technician • City of 7' 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 0 1 Jim Haggerton, Mayor epartment of Community eVelopment Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 ® Tukwila, Washington 98188 o Phone: 206-431-3670 o Fax: 206 - 431 -3665 4 • 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, rcC 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. all D09 -162 D09 -164 D09 -166 EL09 -0497 EL09 -0499 P009-095 PG09 -097 M09 -104 al< hII / /2 deze RECEIVED 1 a MN 282010 PERMIT CENTEr- r.- f -OW 01 -04 -2010 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit Application No. PG09 -095 18800 ORILLIA RD S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 08/13/2009, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 02/09/2010. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, 1 ) /:10 ReA" Bill Rambo Permit Technician File: Permit File No. PG09 -095 i B City ® Tu a' `s ��l1 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 C October 30, 2009 Tom Creegan King County 201 Jackson St, Ste 701 Seattle, WA 98104 • City of f ?'ttkvVt`la Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Plumbing /Gas Piping Permit Application Number PG09 -095 Bow Lake = Transfer /TSO —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 Building and Public Works Departments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician `I.AP encl File: PG09 -095 W:\Permit Center\Correction Letters \2009\PG09 -095 Correction Letter #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Date: August 26, 2009 Project Name: Bow Lake - Transfer/TSO Building Permit #: PG09 -095 Plan Review: Allen Johannessen Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) " I Tukwila Building Division Allen Johanne Plan Examiner ! i 1. The key symbol with a number (U) have no reference or the sheet with that information and cannot be found. Some symbols are left blank with out a number. In addition it is not clear as to what the acronym "SUF" next to the symbol indicated refers too. Please provide clarification to identify all acronyms and provide clarification for the symbol indicated. Clarification is not only helpful for the plan review process but is necessary and helpful for inspectors during field inspections. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: October 27, 2009 • 0 PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: Bow Lake- Recycling Building 18800 Orilla Rd S PERMIT NO: PG09 -095 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Drawing M018, sht 461 of 615 shows details 1 -8 which refer to Drawing M017, however M017 was missing in this submittal. Detail 6/M017, callout specifies "CW Make -UP from Reduced Pressure Backflow Preventer ". Please explain where this backflow is located. Is it inside or outside the building. 2) Sheet M195, Fire Protection System Riser Diagram shows a Fire Sprinkler Water Supply Vault. Where is this vault located? What is the size, manufacturer and model number of the proposed Double Detector Check Valve Assembly ? 3) On sheet M102 Drainage Plan -East please add "Fire Department permit required" to the FUEL STORAGE TANK CALLOUT. H: Joanna/PG09 -095 DEPART ENTS: uilding ivision SAS M ) i !7 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: TUES /THURS ROUTING: Building Please Route n APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documentshouting slip.doc 2 -28 -02 •PER Ci 1RD COPY Ili Bldg ❑ Structural Approved with Conditions PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG09 -095 SITE ADDRESS: 18800 ORILLIA RD S DATE: 106/14/10 PROJECT NAME: BOW LAKE - TRANSFER/TSO BUILDING FINAL CHECK - FULL -SIZED PLANS Fire Prevention Incomplete n Not u ER OF COMPLETENESS MAILED: REVI 'S INITIALS: DATE: DATE: Planning Division Permit Coordinator DUE DATE: NI Ping ❑ PW ❑ Staff Initials: Structural Review Required No further Review Required U DUE DATE: ASAP Not Approved (attach comments) Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 0 icable n I DEPARTMENTS: Building Division `0° Pu Ic ork Complete PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG09 -095 DATE: 05 -12 -10 PROJECT NAME: BOW LAKE - TRANSFER/TSO BUILDING SITE ADDRESS: 18800 ORILLIA RD S Original Plan Submittal X Response to Correction Letter # 2 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Response to Incomplete Letter # Revision # After Permit Issued Planning Division ❑ Permit Coordinator DUE DATE: 05 -13-10 Not Applicable Comments: - 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, Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Documents/routing slip.doc 2 -28 -02 DUE DATE: 06-10 -10 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: - DEPARTMENTS: a A4 0 Building Division Pub is Works Complete Comments: APPROVALS OR CORRECTIONS: Documentshouting slip.doc 2 -28 -02 PER j IT C COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG09 - 095 PROJECT NAME: BOW LAKE - TRANSFER/TSO BUIL.DING SITE ADDRESS: 18800 ORILLIA RD S Original Plan Submittal X Response to Correction Letter # 1 DATE: 02/19/10 X Response to Incomplete Letter # 1 Revision # after Permit Issued I T Fire Pr vention i e P uctural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: n DATE: Planning Division Permit Coordinator DUE DATE: 02/23/10 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: Building Please Route 1R Structural Review Required ❑ No further Review Required n DUE DATE: 03/23/10 Not Approved (attach comments) M1c-1-7' G £fit Permit Center Use Only II CORRECTION LETTER MAILED: (r, /110 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: &V'' DEPA THE TS: 1 02 ui ding Division Public Works 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 0 ERMIT C ° W C fl : Y it :i•:; PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG09 -095 DATE: 01 -28 -10 PROJECT NAME: BOW LAKE - TRANSFER/TSO BUILDING SITE ADDRESS: 18800 ORI LLIA RD S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Structural n Permit Coordinator ❑ 02403 11 - 0 Fire ?- Th I- Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete 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 I Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: u Revision # after Permit Issued LETTER OF COMPLETENESS MAILED: Planning Division DUE DATE: 02-02-10 Not Applicable DUE DATE: 03-02-10 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: PG09 -095 DATE: 08 -13 -09 PROJECT NAME: BOW LAKE - TRANSFER/TSO BUILDING SITE ADDRESS: 18800 ORI LLIA RD S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 4 9. ging Division rt dt,vhkt lr ; C)1 uublic Works Complete Comments: Documents/routing slip.doc 2 -28 -02 • PLAN APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: (0 Fire Prevention Structural DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) 0 Y ROUTING SUP ❑ Permit Coordinator lit Planning Division DUE DATE: 08-18-09 Incomplete U Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 09-15-09 /�� Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Bld ' Fire ❑ Ping ❑ PWZ**" Staff Initials: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5/10/2010 Plan Check/Permit Number: PG09 -095 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Bow Lake — Transfer /TSO 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. Sheet Number(s): See attached letter and referenced documents. "Cloud" or highlight all areas of revision including date o rev . ' o Received at the City of Tukwila Permit Center by: [Entered in Permits Plus on — t)- ( V \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: REVISION SUBMITTAL w M 12 2010 PERMIT CENTER i • • City of Tukwila \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. evisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: PG09 -095 ® Response to Incomplete Letter # 1 ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Bow Lake - Transfer /TSO Building Project Address: 1 8800 Orillia Rd S Contact Person: Tom Creegan Phone Number: 206 263 -6476 Summary of Revision: Previously submitted reduced sized plans to be accepted by City of Tukwila. RECIV�ED CITY O1=TUKIMIA rco 191010 PERM' CENTER 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 i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1/28/2010 Plan Check/Permit Number: PG09 -095 ❑ 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 — Transfer /TSO Project Address: 18800 Orillia Rd S Contact Person: Tom Creegan Phone Number: (206) 263 - 6476 Summary of Revision: See attached letter and referenced documents. Sheet Number(s): See attached letter and referenced documents. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ‘C xr Entered in Permits Plus on 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 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: REVISION SUBMITTAL Steven M. Mullet, Mayor Steve Lancaster, Director i ‘. TV u AN 2 8 2010 PERMIT CENTER License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LYDIGML901JL LYDIG + MCKINSTRY LLC Construction Contractor General Unused 4/13/2010 4/13/2012 Active LYDIGGP903CS LYDIG GRANT PLATEAU A JT VENT Construction Contractor General Unused 2/10/2010 2/10/2012 Active LYDIGJV912QL LYDIG-MCKINSTRY,A JOINT VNTURE Construction Contractor General Unused 11/13/2009 11/13 /2011 Active LCIBUBT934RP LCI BUILDERS TWO LLC Construction Contractor General Unused 12/17/2007 12/17/2011 Active LYDIGJV937RP LYDIG /GRANT, A JOINT VENTURE Construction Contractor General Unused 12/17/2007 12/17 /2011 Active LCIBUB0936QE LCI BUILDERS ONE LLC Construction Contractor General Unused 11/5/2007 11/5/2011 Active OPUSNCL980P9 OPUS NW CONTRACTORS LLC Construction Contractor General Unused 10/29/2002 10/29/2010 Active OPUSLJV911JB OPUS /LYDIG A JOINT VENTURE Construction Contractor General Unused 4/2/2009 4/2/2011 Out Of Business HUNTLIJ927KA HUNT /LYDIG II, A JOINT VENTURE Construction Contractor General Unused 5/1/2008 5/1/2010 Out Of Business HUNTLJV940JC HUNT /LYDIG A JOINT VENTURE Construction Contractor General Unused 4/3/2006 4/3/2010 Out Of Business Name Role Effective Date Expiration Date BRAY, MARK D 01/01/1980 12/17/2007 SWARTZ, LARRY J 01/01/1980 12/17/2007 Contractors or Tradespeople Pter Friendly Page General /Specialty Contractor A business registered as a construction contractor with LEL' to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name LYDIG CONSTRUCTION INC UBI No. 328046357 Phone 5095340451 Status Active Address 11001 E Montgomery Dr License No. LYDIGC *264JC Suite /Apt. License Type Construction Contractor City Spokane Effective Date 4/3/1974 State WA Expiration Date 9/11/2011 Zip 99206 Suspend Date County Spokane Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses Business Owner Information https: // fortress. wa .gov /lni /bbip /Print.aspx • Page 1 of 2 09/17/2010 DRAWN DESIGNED Fox Island VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" TACOMA Vashon Island 6/10/10 1/8/10 1/8/10 7/31/09 DATE :0 crLi ( : SEATTLE .._ Mercer Nland LOCATION MAP KRH APP'D Tukwila Kirkland Auburn Bellevue Lake Sammamish CEDAR HILLS REGIONAL LANDFILL DISPOSAL LOCATION Cedar BOW LAKE .. RECYCLING AND TRANSFER STATION PROJECT LOCATION Renton Redmond Green Issaquah Enumclaw FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION Department of Natural Resources and Parks Solid Waste Division NTRACT # C00405C09 , EXISTING BOW LAKE TRANSFER/z RECYCLING STATION King County Department of Natural Resources and Parks Solid Waste Division VICINITY MAP An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 SEPARATE PERMIT REQUIRED FOR: G7Nlechanical E Electrical ❑,Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No chances 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. FILE COPY Permit No., %O 1' d 5' Plan reviewapproval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By Date: ` � ) I 1 D City Of Tukwila BUILDING DIVISION KING COUNTY OFFICIALS: KING COUNTY EXECUTIVE DOW CONSTANTINE COUNCIL MEMBERS KATHY LAMBERT LORRY 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 PG 09-095 KIEV EWED F® CODECOMPLIANCE APPROVED AUG o 3 2010 A City of Tukwila BUILDING DIVISION PROJECT NUMBER: SHT. OF: 1 C00405C09 DRAWING NUMBER: f( 0 U 0 . 0 0 C Y 0 a, 0 E 0 0 W w ARCHITECTURAL, CONTINUED 100 SERIES - TRANSFER AND TSO BUILDINGS Al 1 O BUILDING TAP.. PLI ---,, RAN SFER ' DI NG -- A142 Al 43 Al 44 Al 45 A146 A147 Al 48 Al 49 Al 51 A152 A153 A154 /\l 55 A156 Al 57 A158 11 59 Al6 A162 /\ l 52 A 1 64 A155 6 Al I'37 A168 Al 71 Al'72 A1'73 Al 7 A175 Al 76 Al 77 A181 A18? A183 Al 8-4. 11 85 A186 Al 87 Al 88 A191 A192 Al 9 A194 A195 Al 96 1 Al 98 Al 9C.I 'IRA 131...I11._12 I IN G '„'„;1'..A,IR • EC:II° NI, DETAII_S \/\N S 1 fl 1 31...I I LID; NG - SlAIR S ()FLA TRANSFER BUIL.,51 NG LADDER DE Ls B L [...) N ELEV„A,TOR HI rj.:„. 'WA( n HHN • --- L. EVAT(I) I-11T..)1IWP,,Y -- ELEVATION K N S ISC) BUILDING -- LI.....LVA [OR 1•••1(I)I8TWA.1 DI..1:1„1 I N( , ELEVATOR (3AR -- J 'ARRA •S0 BUI,11)11NO - AREA PIAS CONIFACIOR LEVEL / ISO 1i.3U11...D I NI 4P E1 .P Lit:\ s LEVEL .S• • F3I...111r.)11\10 /I\ RE. A PLAI\i',".; L.EvE.L. A.,RFA PL.ANS LFVFI TRA1\1(,-.T LEVELS H NIL '(1H89 S ISO OF:It...11\1G PLAI\1 f.f.',E.Y;'1PAC1c.‘4 RLI-1...5C1 • CE11.11IG ElAi I F4.11 [INT - 1 IP PI NI G • • B iI D NC REF C P 1 ii BUILDING -- 1.1-.11VH_ 1_31,111.1 UP'1HN( • A RE FJ. (INT 1....EVE1..; •-- A305 354 I11 /-\„31 A,3 1 A32 1 • /-;\ A361 /-`,37 A 7 7 1381 1391 II R IN'FER101: INTERIOR INTERIOR H_ DI NG --- 1.:2 ILDINC •••-• (../\i`ERIHEAD 1.)0.C.)RL', DE BUILDIIN 0 WINI[)0 \l‘f 1 L.'S • r)ETAU.; DIN C NG -- N I3531)1N(1 -- DETAILS - 51 i4 7N5 --- D 1 .. 72 1..Ah1 ILDI NG PLAN mll 1202 l'\1.0T1-1 • P ES AREA A211 -- NORTH PROCES":.'1;11 AREA A221 PP.2 C:5.1"; HR AREA A231 -- • NI 0 f'.:)11-1 P F 0 C171 0 A281 I\10 RT P R(•:.)C, E.SF;II\I 0 AT, EA. NORTH CA LI': CAI_ fl SCALE SCALE tL RAN I S 200 SER1EL P P 0 C ,A R EA A201 Not,;-;TH ARFIA FLOOR II1AN EA..; IFFTAI (:; LAN , A 1 -r q FVEI flrWDAffTT • 1 r 1 0 L E Li J Ii 15Ai•-31:: / "ISO '31;11.r:111\1C 7 . L . D 1 ) L'; I )1 N - 1,A III _c•I; 1IRN 5111';; • •1)1..TAII. - • 1 RARFIII N 1 RA•I'I c-FE R,/ r„)F. - - [j51 I. ER/ I ( RE H N( I\IIIIIIFE5/I1c,..I0 RUH DING DE I AssEMBLILs TR.,(\i\( M BARRIE..1'r; I"'1,Ar - TRANSFER/TSO BUILDING - METHANE BARRIER DETAILS P,F12.; Ds 1 5 55881 55 rAus ,PANSEEP/ISO sLiHDssc - GUM 15UC VEN] 1 SO DIW FIHSH DE1 ROOF 71 LAN! R I 0 R ELEVATIO E4.111._ DING `,....LYEC1IOI\I''E23 5! 3 , E 17CII.I [7 A300 - SCALE ENMITY - PLAZA, A301 SCAUI FAC11.4r( - II !fl REFLECTED CEftMsIG PLANS - A:302 EA(2.;11...1 TY !DO E I" [...A,N DE :r ESTEREOS F5S1 DHG "AI 0 N D()0 OW D1r...I1IL5 DEI111..3 PIN EU MA I C • BET_ SY ST DE,T A!LS TIF)T EIll A. 1111 E...iAM?, 1 E EN'..1L FY EY:FJD R ON S & SOUTH FA, C FrY FACILITY FY - • FAC.1 LITY - FAG Fry- • Fg2.„ILFY DESIGNED IKS DRAWN ABG VERIFY SCALE BAR IS ONE INCH ON. ANSI "D" DRAWING 0 1" ) D C B A REV 6/10/10 7/31/09 DATE /,,(-)! Q C _ ( H1 j R PLAN, REEL r :JED I._A N EI HAN E_ BAIR R I R PLAN ..AS 1 I UI •-- ROC)E P BIJILDLING SECTIONS %,403 • D INC; EXTERIOR NIERIOR ELEV/V1IOS VI- E e LING P3 11 tj, NIG \IVA L SECTIONS & DE:11\1LS LIV1 AP Cd4, _ - LA,1\11).SC7,,,F-,)E: 120 SERIES,. [IF PT. ION 21 I RIR, GAR ON PI NJ R P.LANI I F70 GAF N PLAI\I L P P (..-:;1\111 0 1\1 0 ( r)F1 (-0 MECHANICAL. 10 SERIES - GENERAL M011 MECHANICAL LEGENDS M012 - MECHANICAL. SCHEDULES SHEET 1 M013 - MECHANICAL SCHEDULES. - SHEET 2 .. MO1 - ECHANION_ !S(YIE.1fl,j113 - SHFFT 3 M015 . M 5C HAN U,L. SCHEDULES SHEET 4 M016 - MECHANICAL SCHEDULES, - SHEET 5 • . M017 - NREC COMPLIANCE AND MECHANICAL ABBREVIATIONS - .M018 - MECHANICAL DETAILS • r A 100 SERIES - TRANSFER AND EMPLOYEE : BUILDING M101 TRANSFER/TSO BUILDING COMPACTOR LEVEL/TIPPING/RECEIVING LEVEL - DRAINAGE PLAN - WEST M102 - TRANSFER/TSO BUILDING COMPACTOR LEVEL/TIPPING/RECEIVING LEVEL - DRAINAGE PLAN - EAST M103 - TRANSFER/TSO BUILDING TIPPING/RECEIVING LEVEL - MECHANICAL PLAN _ 11 N G ISO LEVEL/TIPPING/RECEIVING LEVEL.. 7 IJPP :7 W, MECH CAL PLAN TRANSFER/TSO BUILDING MECHANICAL ROOF PLAN TRANSFER/TSO BUILDING EXTERIOR ELEVATIONS EAST & WEST TRANSFER/TSO BUILDING ENLARGED ELEVATION AND WALL SECTION TRANSFER BUILDING NORTH PROCESSING AREA MECHANICAL PLAN TRANSFER/TSO BUILDING DOWNSPOUT DRAIN, HOSE REEL AND BT M105 - M106 - M107 - M108 - M109 - M110 - TRANSFER BUILDING PIPE DROP RISER SUPPORT DETAILS I RAINAGE FOUNDATION PLAN M1.12 - TSO BUILDING COMPACTOR LEVEL ENLARGED WATER AND DRAINAGE PLAN M112A -TSO BUILDING COMPACTOR LEVEL ENLARGED WATER AND DRAINAGE PLAN TS0 D INC CI:C!/IPACTOR EVEI ENLW12,ED HVAC PLAN M114 - TSO BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN M114A TSO BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN M 1 1 BUILDING COMPACTOR LEVEL A 1 EIVAC PLAN M116 - TS 0 BUILDING COMPACTOR LEVEL BUILDING SECTIONS M117 - TSO BUILDING COMPACTOR LEVEL VAULT DETAILS M118 - TSO BUILDING COMPACTOR LEVEL BUILDING SECTIONS M121 - TSO BUILDING TIPPING/RECEIVING LEVEL ENLARGED WATER AND DRAINAGE PLAN M122 ISO BUILDING TIPPINJG/RECEIVING LEVEL EN __ARCED EIVAC PLAN M123 - TSO BUILDING TIPPING/RECEIVING LEVEL ENLARGED PLUMBING PLAN M124 - TSO BUILDING TIPPING/RECEIVING LEVEL AREA PLUMBING PLANS M124A - TRANSFER/TSO BUILDING TIPPING/RECEIVING LEVEL MISTING ROOM PLAN M125 - TSO BUILDING TIPPING/RECEIVING LEVEL HPU/DUST COLLECTOR AREA PLUMBING PLAN M125A 7 TSO. BUILDING TIPPING/RECEIVING LEVEL LOADING AREA ENLARGED PLUMBING PLANS 1 TIF)P !NO/ REG EIVING LEVEL. F-160/DUSE COLLECTOR I PLAN Mi2r-"; - IKS IKS IKS IKS CHK'D KRH 1/8/10 1/8/10 KR I-1 KRH KRH APP'D PLAN PLAN • LANDSCAPE PI LM [ PLAI'1 LA,i\IDSCAPE PLAN LAN , I., PH PLAN KIFEDULE AND .DETAILS LANDSCAPE D ,A ni.:TPAQ - R P Ac;F- , A N . ‘,11E_T.. FI N /;( 1. -;;-F pt: JD, I I I \ 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 P, I 27 TRANSFER/TSO BUILDING TIPPING/RECEIVING LEVEE DMI COLLECTION SECTIONS 1 28 -- TRANSFER/ISO BUILDING TSO ROOF LEVEL SOUTH ELEVATION HVAC M129 TRANSFER/ISO BUILDING COMPACTOR/LOADING AREA SECTIONIS M131 - TSO . BUILDING TSO LEVEL ENLARGED WATER AND DRAINAGE PLAN M1 32 ISO ai I LDI NG TS0 LEVEL HVAC FLOOR PLAN - WEST M 1 33 TS() BLJILDING TSO LEVEL HVAC FLOOR PLAN EAST M "I 3.4 - ISO 61 Ill TS() LEVEL MECH ROOM ENLARGED FIVAC PLANS AND El ;EVATIONS M135 - TSO BUILDING TSO LEVEL MECH ROOM ENLARGED PIPING PLANS AND ELEVATION M136 - TSO BUILDING TSO LEVEL PLUMBING FLOOR PLAN - WEST W137 ISO BUILDING ISO LEVEL, PLUMBING FLOOR PLAN 7 EAST M138 - TRANSFER/TSO BUILDING TSO ROOF LEVEL ENLARGED HVAC PLAN M139 - TSO BUILDING MECHANICAL SHAFT SECTIONS AND DETAILS ./1141 ISO BUILDING ISO HVAC DIAGRANiS HYD:ONIC AND AiNsIDE: M142 - TRANSFER/TSO BUILDING RAINWATER/NPW BOOSTER SYSTEM SCHEMATIC DIAGRAM M143 - WASTEWATER DRAINAGE CONTROL AND MONITORING SCHEMATIC DIAGRAMS M144 - MISCELLANEOUS CONTROL AND MONITORING SCHEMATIC DIAGRAMS M145 - TRANSFER/EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM - PART 1 . M146 - TRANSFER/EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM - PART 2 M147 - MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS . M148 MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS M151 - TRANSFER/TSO BUILDING WATER SYSTEM SCHEMATIC - PART 1 M152 - TRANSFER/TSO BUILDING WATER SYSTEM SCHEMATIC - PART 2 M153 - TRANSFER/TSO BUILDING WATER SYSTEM SCHEMATIC - PART 3 M154 - TRANSFER/TSO BUILDING WATER SYSTEM SCHEMATIC - PART 4 M155 TRANSFER/TSO BUILDING DRAINAGE SYSTEM SCHEMATIC M156 7 TRANSFER/TSO BUILDING WASTE AND VENT RISER DIAGRAM M161 - TRANSFER/EMPLOYEE BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS PLAN. • M162 - TRANSFER/TSO BUILDING DUST AND ODOR CONTROL MISTING • SYSTEMS SECTION M163 - TRANSFER/TSO BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS SCHEMATIC M171 - TRANSFER/TSO BUILDING RAINWATER VAULTS M172 - TRANSFER/TSO BUILDING TIRE WASH/RAINWATER PLAN M173 - TRANSFER/TSO BUILDING TIRE WASH VAULT PLANS AND SECTIONS M191 - TRANSFER/TSO BUILDING FIRE- SPRINKLER PLAN AND CRITERIA M192 - TSO BUILDING COMPACTOR LEVEL - FIRE SPRINKLER PLAN M193 - TRANSFER/TSO BUILDING TIPPING/RECEIVING LEVEL FIRE SPRINKLER PLAN M194 - TRANSFER/TSO BUILDING TSO . LEVEL/TIPPING/RECEIVING UPPER LEVEL FIRE SPRINKLER PLAN Ml 95 FIRE PROTECTION SPRINKLER SYSTEM SCHEMATIC DIAGRAMS 300 SERIES SCALE. FACILITY_ M„.41 1 .(SCAL F. • FACILITY P 1 IMF3INO LAJ`J M 0 ; ; ? S CALE EAC I LI IHVAC P LAN" M 3E)$ . SCALE FACILITY HVAC SECTIONS 400 SERIES - MISCELLANEOUS STRUCTURES •• • lvi 401 -• REUY(:',U NO IHMJAG HVAC & FUMING PLANS. AND PIPING - -DIAGRAM M431 - FUELING STATION PLAN M432 FUELING STATION SECTIONS • EUD:TH CAL • • 10--50 SERIES - GENERAL 5011 STANDARD El i OTRICAL SYMBOLS AND ABBREVIATIONS • E012 LUMMRE SCHEDULE • . EO 1 3 ENERGY CNPLIANCE FORMS • - LIGILTING E014 ELECTRICAL. ONE-LINE DIAGRAM S OWER . • .E015 GAS MONITOMG SCHEMATICS IF EC )M ON • iSH DL\GRtM --- TRANSFER/ISO & SCALE FACILITY INFUSION, FIRE ALARM & DETECTION DIAGRAMS & DETAILS E021• 5( 1 2.2. Ff.)2 4- E030 E.03 L. 4;0 -- kr - r'- _V LU 30 44 --- L()45 --- LLLS 41 A L 11 L. I'M LL our, uI LUS EIECTRICAL SCHEDULES - PANEL SCHEDULES ELECTRICAL SCHEDULES ---- PANEL SCHEDULES • ELEC.:TRICAL SCHEDULES 7 EQUIPMENT CONNECTION SCHEDULES ELECTRICAL SCHEDULE; - CONDUIT SCHEDULES ECTRICAL SITE PLAN ---••• LIGHTING El.ECTRICAL SITE PLAN -- POWER & SIGNAL. TRANSFER/ISO BUILDING GROUNDING FLOOR PLAN ELECTRICAL ELECTRICAL ELECTRICAL ELECTRICAL ELECTRICAL ELECTRICAL ELECTRI GAL DETAILS - SITE DETAILS • SITE DETAILS - GROUNDING/LIGHTNING PROTECTION SYSTEM SECTIONS - LIGHTNING PROTECTION DETAILS - GROUNDING/LIGHTNING PROTECTION SYSTEM DETAILS LIGHTING King County Department of Natural Resources and Parks Solid Waste Division E046 ELECT -',ICAL DETAILS • E047 - ELECTRICAL DETAILS 5048 - TRANSFER/ISO BUILDING ELECTRICAL Si /-;;„„ II.TCTIC)NS 5049 7 - TRANSFER/ 30 6! II' ELECTREAL ROOI ONS 5050 - ISO BUILDING -- ENLARGED ELECTRIC,I\ L ROOM EON - COMPACTOR LEVEL F -- ISO BUILDING --- F NLARGED ROOF 5' 4 NTH(.1)5K ELECTRICAL 5052 - ELECTRICAL DETAILS -- TELECOM 60-7 SERIES - INSTRUE4ENITATION L060 INSTRUMENTATION SYMOD S & ABBREV1/.\TIONS 5061 - INSTR,U.MENTATION srm PLAN E062 INSTRUMENTATION TRANSFER BUILDING FLOOR LANS E063 INSTRUMENTATION ENLARGED AREA PLANS #2 E064 PROCESS & INSTRUMENTATION DIAGE'.AM 5065 PROCESS & INSTRUMENTATION DIAGRAM 5066 PROCESS & INSTRUMENTATION DIAGRAM E067 7 PROCESS & INS I RUM ENTATI ON DIAGRA/I #4 E068 - PROCESS & INSTRUMENTATION NAG Rr\M E069 PROCESS & INSTRUMENTATION DIAGRAM • 5070 PROCESS & INSTRUMENTATION DIAGRAN,I _„,. E071 - MAIN .CONTROL • PANEL 'Ki1CP' - DETAILS A N D SSiILDULE.3 5072 - MAIN CONTROL PANEL 'MCP' -• POWER [)1S1 [9[ WIRINC DIAGRAM E073 7 TYPICAL DISCRETE I/0 WIRING DIAGR,••.MS 5074 - 'TYPICAL ANALOG • I/0 WIRING DIAGRAMS 5075 - • INSTRUMENTATION DETAILS • 5076 CONTROL SYSTEM BLOCK NAGRAM 5077 -- INSTRUMENTATION CONDUIT AND WIRE SU:MULE 300 SERIES SCALE EMJTY .5300 - SCALE FACILITY PLAZA PLAN i U7 11W ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 100 SERIES TRANSFER /Ics:D PU" DING El 01 - TRANSFER /ISO BUILDING POWER & N\I • TRANSFER/ ISO IrLAT! -,,H PI A LEVEL El 5102 - TRANSFER /ISO BUILDING POWER • & TIPPING/RELIEVING LFVEL. , -- i E 0 - AND sr:NAL E10,3 TRANSFER/ISO BUILDING POWER PLAN --- LEVEL. E 04 TRANSEER/ISO BUILDING ROOF PLAN ISO 3UILDING ENLARGED FLOOR PI A 1\ COMPACTOR LEVEL E106 - ISO BUILDING - ENLARGED FLOOR COMPACTOR.. L.FVEL • 07 TS() BUILDING -- D,ILARGED FLOOR \Al COMPA‘CTOR LE VU_ 111.08 - ISO BUILDING FINI ED EL.00R EQUIP VENT & LOADING LEVEL! 5 - ISO BUILD! NG • 7 ENLARGED FLOOR EQUIPMENT 2 I OADINI(3 LEVELS • E110 - ISO BUILDING ENLARGED ELOO • EQUIPMENT & L OA D I NG LEVEES 5111 --- ISO BUILDING ---- ENLARGED FLOOR P AN - \NEE SP;14:. EQUIRIENI & LOADING LEVELS E112 - TRANSFER BUILDING --- ENLARGED Fl 51ST SIGNAL - FOUP OF &. LOADING LEVE.1...; 5113 - TRANSFER BUILDING ENLARGED FLOOR P1 _,..AN s SIGNAL - EQUIPMENT 5 LOADING LEVELS 5114 - TRANSFER BUILDINIG 7 ENLARGED FLOnsp, -Povvrp SIGNAL . 7 V LOADING' LEVELS E115 - ISO BUILDING EN1 ARCED FLOOR PLAN --- POKR AND SIDI& ISO LEVEL E116 ISO BUILDING - .EN1LARGED FLOOR -PLAN ISO . LEVEL 5151 - ISO BUILDING. FLOOR PLAN V LIGHTING ISO & TRANSFER bull DING FLOOR PLAN-..1 LI ,HTING -- EQUIPMENT - & LOADING LEVELS El 53 - ISO BUILDING FLOOR. PLAN - LIGHTING - TF-.;0 [155 7 ISO BUILDING -- EIN]RGED FLOOR PLAN LIGHTING; -- COMPACTOR LEVEL • E156 - ISO BUILDING ENLARGED FLOOR 7 LIGHTING -- COMPACTOR LEVEE - • E157. 7 - ISO BUILDING -- ENLARGED FLOOR PLAN - HTI NG COMPACTOR LEVEL 5158 - ISO & TRANSFER 8! !I) ENL/TGII 00R pLAN.. - EQUIPMENT & LOADING. LEVELS -5159 - ISO BUILDING 7 ENLARGED FLOOR PLAN EQUIPMENT LOADING LEVELS. 5160 - TSO BUILDING ---- -ENLARGED FLOOR PLAN EQUPlv ENT & LOADING LEVELS • 5161. - ISO •& TRANSFER - BUILDING - ENLARGE") I • PLAN IIEVEL_ EQU 1PMENT LOADING LEVELS 5169 . . ENLARGED EL.00 5170 7 ISO BUILDING -- EN LARGED FLOOR IDLANI 0C T5' • • RIA,YITR V5 5!VS1V,iiA1. ,W) IMP ilflOTN0 TINn 400 . SERIES • 1'i1,(..;5ELLANEOU5 STP,UCTURES E40 RECYCLING BUILDING FLOOR E4-31 • -- - FUELING ...STATION PLAN AWO.01 ---7RI5I.OR5 SUPPORT SITE PLAN i\RTWORK SUPPORT FOUNDATION 91..„ /V\I AW003 • --- ARTWORK. SUPPORT FRAMING. PLAN • • A‘C,0 4 ARTWORK SUPPORT FOUNDATION LS' • • NIA/305 ARTWORK SUPPORT DETAILS P& 0 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SC•ALE FACILITY FLOOR • 1111-1.:FRIC:i ;CAl...F.1 FACILITY ATTIC AND Ii..)UNDATI(N:, PI...AN ---. ELECIR 1 C,AL. SCALE FACILITY ELECTRI(.iAL OF:IND: DRAWING INDEX REVIEWED FOR CODE COMPLIANCE APPROVED AN 0 3 2010 City of Tukwila I3UILDING monk! VV RECEIVED JUN 1 4 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 3 DRAWING NUMBER: G013 619 0- ■-• CO CO 0 U) .0 C ( 1 3 , L. SYMBOLS azL 0 0 0 n DESIGNED 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 FIRE HYDRANT EXISTING WATER METER EXISTING WATER VAULT EXISTING WATER VALVE WATER VALVE EXISTING STORM DRAIN CATCH BASIN EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING YARD DRAIN STORM DRAIN CATCH BASIN TYPE 1 STORM DRAIN CATCH BASIN TYPE 2 WITH GRATE STORM DRAIN CATCH BASIN TYPE 2 WITH SOLID LID/ SANITARY SEWER MANHOLE IKS GRADE INDICATOR ANCHOR BLOCK CULVERT FLOW DIRECTION TEMPORARY OUTLET PROTECTION ABG DRAINAGE INDICATOR EXISTING YARD LIGHT EXISTING LUMINAIRE VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" EXISTING UTILITY POLE EXISTING ELECTRICAL EQUIPMENT LIGHT POLE BASE ELECTRICAL VAULT PIPE OR CONDUIT CAP FENCE GATE SENSITIVE AREA CONTROL POINT D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 REV DATE IKS IKS IKS IKS CHK'D KRH KRH KRH KRH APP'D LINETYPES x ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION FINAL ISSUED FOR CITY OF TUKWILA PERMITS __ T T T T P P P P - PW PW PW PW— - sS SS SS . SS - SD SD SD SD— D D D D UD UD UD TSD TSD TSD MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A c > > C —� >P >P >P —> > T > T > T — > -/-/-/x/4444 -/-/ -/-/-/�-1-- 250- 248 MO NM MAJOR .rI Irrrrrrrr..Is I III I I 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, ONE -WAY TRANSFER STATION OPERATIONS TRAFFIC, ONE -WAY REMOVE OBJECT EXISTING GROUND (PROFILE) CONTOURS RETAINING WALL SILT FENCE ORANGE SAFETY FENCE GEOTEXTILE GEOTEXTILE DRAIN MAT PIPE SLOPE DRAIN (TESC PLANS ONLY) GRIND LINE GUARDRAIL GRADE BREAK LINE DEMOLITION FOOTPRINT BOUNDARY King. County Department of Natural Resources and Parks Solid Waste Division } THESE LINETYPES ARE USED IN COMBINATION TO SHOW COMBINED TRAFFIC LANES ?GD9 Od1S 11W JECK An SAIC Company MATERIALS // 4, 4, 4 4, 4 1 : . . . Joi ,-odor �o ooVo ooh, 20 / / / / / / / / / / / / a U a L wawa ��` 6,e∎lam Offktr4 ***Itti R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 TYPICAL SECTION AND DETAIL REFERENCE SYSTEM SECTION CUT ON DWG 4 AND SHOWN ON 5: ON DWG 5 THIS SECTION IS IDENTIFIED AS: SECTION CUT ON DWG 4 AND SHOWN ON 4: DEMOLITION /REMOVAL (PLAN) WETLAND AREA (PLAN) HMA SURFACE (PLAN) HMA PAVEMENT (SECTION) CONCRETE (PLAN AND SECTION) GRAVEL BORROW (SECTION) EMBANKMENT FILL (SECTION) NATIVE SOIL (SECTION) SAND /CDF (SECTION) LIGHTWEIGHT BACKFILL (SECTION) BENTONITE (SECTION) QUARRY SPALLS (PLAN AND SECTION) PIPE BEDDING (SECTION) CSTC (SECTION) CSBC (SECTION) GRAVEL BACKFILL (SECTION) GRAVEL BACKFILL FOR DRAINS (SECTION) GRAVEL SURFACE (PLAN) TOPSOIL APPROXIMATE AREAS TO BE COVER WITH STRAW OR OTHER APPROVED GROUND COVER BMPPRIOR TO COMPLETION OF WORK APPROXIMATE AREAS TO BE COVER WITH PLASTIC SHEETING FOR LONG TERM SOIL COVER PRIOR TO COMPLETION OF WORK SECTION LETTER 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 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 City of Tukwila BUILDING DIVISION u RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 4 C00405C09 DRAWING NUMBER: G014 619 ABBREVIATIONS AASHTO AB ABS ABV AC ACB ACI ACOUST ACP AD ADA ADJ AFF ALUM APPROX ARCH ASSY ASTM ATB ATS AVE BFP BI BLDG BMP BO BOS BOT BPA BRKT BVC BVCE BVCS BW C CA CAMH CAT CB CC CCP CDF CFM CHKR CHRL CI CIP CJ CL CLR CMP CMU CO COL COM COMM COMP CONC CONF CONN CONST CONT COR CPEP CPJ CSBC CSTC CSW CT CTJ CTR CTRSK Cw CY D DB DBL DCW DDCBPA DET AT AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ANCHOR BOLT(S) ACRYLONITRILE BUTADIENE STYRENE ABOVE ASPHALT CONCRETE, ABOVE COUNTER AUTOMATIC CIRCUIT BREAKER AMERICAN CONRETE INSTITUTE ACOUSTICAL ASPHALT CONCRETE PAVEMENT ALGEBRAIC DIFFERENCE AMERICANS WITH DISABILITIES ACT ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM APPROXIMATE ARCHITECTURAL ASSEMBLY AMERICAN SOCIETY FOR TESTING AND MATERIALS ASPHALT TREATED BASE AUTOMATIC TRANSFER SWITCH AVENUE BACKFLOW PREVENTER BLACK IRON BUILDING BEST MANAGEMENT PRACTICE BOTTOM OF, BY OTHERS BOTTOM OF STEEL BOTTOM BACKFLOW PREVENTOR ASSEMBLY BRACKET BEGIN VERTICAL CURVE BEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE STATION BOOT WASH CHANNEL, CONDUIT, CONCRETE, CONDENSATE COMPRESSED OUT COMPRESSED AIR MANHOLE CATEGORY CATCH BASIN CENTER TO CENTER CEMENT CONCRETE PAVEMENT CONTROLLED DENSITY FILL CUBIC FEET PER MINUTE CHECKERED CEDAR HILLS REGIONAL LANDFILL CAST IRON CAST IN, PLACE CONSTRUCTION JOINT CENTERLINE CLEAR, CLEARANCE CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMMERCIAL COMMUNICATIONS COMPACTOR CONCRETE CONFERENCE CONNECT CONSTRUCTION CONTINUOUS CORNER CORRUGATED POLYETHYLENE PIPE COMPLETE JOINT PENETRATION CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CONTAMINATED STORMWATER CURRENT TRANSFORMER CONTROL JOINT CENTER COUNTERSINK COLD WATER CUBIC YARD DRAIN DRAINAGE BASIN DOUBLE DEMAND CRITICAL WELD DOUBLE DETECTOR CHECK BACKFLOW PREVENTION ASSEMBLY DETAIL DESIGNED IKS DRAWN ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" DF DI DIA DIM DO DPR DS DT DWG DWLS E EA ECC ED EEWS EF EFCP EL, ELEV ELEC ENTR EOP EPDM EQ SP EQUIP ESC ETC ETM EVC EVCE EVCS EW EXH EXIST EXP EXT F FCA FCO FD FDC FDN FEX FF FFE FG FH FHA FIN FIN GRD FL FLG FLR FLT FM FO FOC FOM FOR FOS FP FRIDGE FRP FS FT FTG FW G GA GAL GALV GE GEN GFCI GL GND GPM GV GWB GYP HB HC HDPE HI D 6/10/10 C B A REV 1/8/10 1/8/10 7/31/09 DATE DRINKING FOUNTAIN DUCTILE IRON DIAMETER DIMENSION DOWN DAMPER DOWNSTREAM, DOWNSPOUT DOUBLE TEE DRAWING DOWELS EAST EACH, EXHAUST AIR ECCENTRIC EQUIPMENT DRAIN EMERGENCY EYE WASH STATION EACH FACE, EXHAUST FAN EXHAUST FAN CONTROL PANEL ELEVATION ELECTRICAL ENTRANCE EDGE OF PAVEMENT ETHYLENE PROPYLENE DIENE MONOMER EQUAL SPACING EQUIPMENT EROSION AND SEDIMENT CONTROL ET CETERA ELAPSED TIME METER END VERTICAL CURVE END VERTICAL CURVE ELEVATION END VERTICAL CURVE STATION EACH WAY EXHAUST EXISTING EXPANSION EXTERIOR FOOTING FLANGED COUPLING ADAPTER FLOOR CLEANOUT FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FINISHED FLOOR, FAR FACE FINISHED FLOOR ELEVATION FINISHED GRADE FIRE HYDRANT FIRE HYDRANT ASSEMBLY FINISHED FINISHED GRADE FLANGE FLANGE OR FLANGED FLOOR FILTER FORCE MAIN FACE OF FACE OF CONCRETE FACE OF MASONRY FUEL OIL RETURN FUEL OIL SUPPLY, FACE OF STEEL FIREPROOF REFRIGERATOR FIBER REINFORCED PLASTIC FAR SIDE, FLOAT SWITCH, FLOW SWITCH FOOT OR FEET FOOTING FIRE WATER GRATING GAUGE, GAGE GALLON GALVANIZED GRATE ELEVATION GENERAL GROUND FAULT CIRCUIT INTERRUPT GLASS, GLAZING GROUND GALLONS PER MINUTE GATE VALVE GYPSUM WALL BOARD GYPSUM HOSE BIBB HOLLOW CORE, HANDICAP HIGH DENSITY POLYETHYLENE HIGH IKS IKS IKS IKS CHK'D KRH KRH KRH KRH APP'D HK HMA HM HORIZ HPU HRP HRW HT HW HWD HWT HWY HYD —5 D E N NC NFO NSUL NT NV SR W WWTF JAN JT L LA LAV LB LCB LCK LF LG LL LLH LLV LP LSL LT LVR MAN MATL MAX MB MBC MCC MCP MDO MECH MEZZ MFR MGMT MH MI MIN MISC MJ MON MRGWB MSL MSS MTD MTL N N/A NAT NE NGPA NIC NO NOM NPA NPW NS NTS NW OC OCC OD JANITOR JOINT FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION HOOK HOT MIX ASPHALT HOLLOW METAL HORIZONTAL HYDRAULIC POWER UNIT PEDESTAL — MOUNTED HOSE REEL WALL — MOUNTED HOSE REEL HEIGHT HOT WATER HIGHLINE WATER DISTRICT HOT WATER TANK HIGHWAY HYDRANT NTERSTATE 5 NSIDE DIAMETER NVERT ELEVATION NCHES NCLUDING NFORMATION NSULATION NTERIOR NVERT NTRINSICALLY SAFE RELAY RRIGATION WATER INDUSTRIAL WASTEWATER TREATMENT FACILITY LEACHATE, LENGTH, ANGLE LEASE AREA LAVATORY POUND LEACHATE CATCH BASIN LOCKER LINEAR FEET LANDFILL GAS LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LOW POINT LONG SLOTTED HOLE LEFT, LIGHT LOUVER MANUFACTURER MATERIAL MAXIMUM MOLLY BOLT METAL BUILDING CONTRACTOR MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTOR MEDIUM DENSITY OVERLAY MECHANICAL MEZZANINE MANUFACTURER MANAGEMENT MANHOLE MALLEABLE IRON MINIMUM MISCELLANEOUS MECHANICAL JOINT MONUMENT MOISTURE RESISTENT GYPSUM WALLBOARD MEAN SEA LEVEL MANUFACTURER'S STANDARDIZATION SYSTEM MOUNTED METAL NORTH NOT APPLICABLE NATURAL NORTHEAST NATURAL GROWTH PROTECTION AREA NOT IN CONTRACT NUMBER NOMINAL NORTH PROCESSING AREA NON— POTABLE WATER NEAR SIDE NOT TO SCALE NORTHWEST ON CENTER, OVER CURRENT OCCUPANTS OUTSIDE DIAMETER ODL ODH OH OL OPNG OPP OPS OS &Y OSA OWS P —LAM PB PBS PC PCF PDC PDH PDV PE PENET PERF PH PI PIV PJ PKWY PL PLAS PLC PLT POC PR PRC PRV PSE PSF PSI PT PV PVA PVC PVDF PVI PVMT PW R RA RCP RD REC RED REF REINF REQ RGS RM RO ROW, R RSTRM RT S SA SAFB SC SCH SCV SD SDCO SDMH SE SEC SED SF SH SHR SHT SIM SJ SK SL SLDG SMH ' King County Department of Natural Resources and Parks Solid Waste Division OUTSIDE DROP — LOW OUTSIDE DROP — HIGH OVERHEAD OVERLOAD OPENING OPPOSITE OPERATIONS OUTSIDE STEM AND YOKE OFFSITE AREA OIL —WATER SEPARATOR PLASTIC LAMINATE PERIMETER BERM, PULL BOX PUSH BUTTON STATION PRECAST, POINT OF CURVATURE, PUMPER CONNECTION POUNDS PER CUBIC FOOT POWDER COATED PIPE DEFLECTION, HORIZONTAL PIPE DEFLECTION, VERTICAL PHOTOELECTRIC, POLYETHYLENE PENETRATION PERFORATED ACIDITY POINT OF INTERSECTION, POST INDICATOR POST INDICATOR VALVE PANEL JOINT PARKWAY PLATE, PLACE PLASTER PROGRAM LOGIC CONTROLLER PLATE POINT OF CONNECTION PAIR POINT OF REVERSE CURVATURE PRESSURE REDUCING VALVE PUGET SOUND ENERGY POUND(S) PER SQUARE FOOT POUND(S) PER SQUARE INCH POINT OF TANGENCY PHOTOVOLTAIC, PLUG VALVE (ECCENTRIC) PHOTOVOLTAIC ARRAY POLYVINYL CHLORIDE, POINT OF VERTICAL CURVATURE POLYVINYLIDENE FLOURIDE POINT OF VERTICAL INTERSECTION PAVEMENT POTABLE WATER RADIUS, RANGE, RISE, RIGHT RETURN AIR REINFORCED CONCRETE PIPE ROOF DRAIN, ROAD RECEPTACLE REDUCER REFERENCE REINFORCED, REINFORCEMENT, REINFORCING REQUIRED RIGID GALVANIZED STEEL CONDUIT ROOM ROUGH OPENING W 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 ECK 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 ISO TTB TVSS TYP UBC UD UDCP UG UH UHMW UL UNO UP UR US UT UYH V VAC VC VCT VDC VERT VEST VNR VPI VTR W W/ W/O WA WC WC(E) WCO WD WH WHS WNDW WNP WP WQ WR 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 NON POTABLE WORK POINT, WEATHER PROOF WATER QUALITY WATER RESISTANT ABBREVIATIONS WS WSDOT WTS WW WWF. X STRONG XFMR YD 043. 07sr BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT • WATER STOP WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WELDED THREADED STUD WASTEWATER WELDED WIRE FABRIC EXTRA STRONG TRANSFORMER YARD REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 city of Tukwila E3UiLDINaonnsIOu RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 5 619 DRAWING NUMBER: G015 U, CONSTRUCTION LIMIT POINTS .& POINT NORTHING EASTING DESCRIPTION 1 160565.38 1284825.91 2 16059 6.60 1284824.97 3 160689.57 1284880.73 START OF EXISTING FENCE 4 161414.24 1284980.38 START ALONG FACE WALL A 5 162425.03 1285134.39 END ALONG. FACE WALL A 6 162460.34 1285179.49 START ALONG FACE WALL D 7 162468.93 1285287.10 END ALONG FACE WALL D 8 162425.15 1285385.38 START ALONG FACE WALL C 9 162086.77 1285546.55 END ALONG FACE WALL C 10 161672.90 1285870.86 AT PROPERTY LINE 11 161198.36 1285832.01 AT PROPERTY LINE 12 161088.38 1284969.08 AT FENCELINE 13 161226.77 1285034.83 AT FENCELINE 14 160851 96 1284972.77 15 160695.10 1284955.82 16 160557.62 1284907.27 17 160501.37 1284870.35 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 SECTION 35, TOWNSHIP 23N, RANGE 4E 0 0 0 i d 0 0 0 N l 70 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" REV 7/31/09 DATE CHK'D APP'D REVISION DESCRIPTION ORTHB i King County Department of Natural Resources and Parks Solid Waste Division LW 2445 +33.3 (215' RT) N 161925.88 E 1285046.93 PLAN CONSTRUCTION LIMITS SCALE: 1 " =100' FEK An SAIC Company 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. " -280 CONSTRUCTION LIMITS PROPERTY LINE R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 E. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME LW 2455 +00.0 WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. (700' RT) G0 095 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. ffs I U. RE RETAIN, REP LA CE OR RE S 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. 12. CONTRACTOR SHALL FLAG CONSTRUCTION LIMITS. 13. JOINT USE AREAS WITHIN THE PROJECT SITE, AS SHOWN IN THE DRAWINGS, MAY BE USED BY THE OWNER, THE CONTRACTOR AND ITS SUBCONTRACTOR OR SUPPLIERS, AND THE TRANSFER STATION CUSTOMERS. CONTRACTOR MAY USE THESE JOINT USE AREAS FOR SUCH ACTIVITIES AS DESCRIBED IN THE SITE TRAFFIC MANAGEMENT AND CONTRACTOR STAGING PLANS AS SHOWN IN THE DRAWINGS. SUCH ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO, CONTRACTOR PARKING AND STAGING, EGRESS AND INGRESS OF MATERIALS AND EQUIPMENT, DEMOLITION, PAVING, AND STRIPING. THE OWNER AND TRANSFER STATION CUSTOMERS MAY USE THESE JOINT AREAS FOR ON -GOING TRANSFER STATION OPERATIONS. JOINT USE AREAS WILL BE MANAGED BY THE OWNER. CONTRACTOR SHALL MAINTAIN SOLE RESPONSIBILITY AND CONTROL FOR THEIR OPERATIONS WITHIN THE JOINT USE AREAS. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 03 2010 CityotTukagla BUILDING DIVISION 100 1 "= 100' - 0" Scale BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT GENERAL NOTES AND PROJECT AREA BOUNDARY 0 RECEIVED JUN 14 2010 PERMIT CENTER 100 200 PROJECT NUMBER: SHT. OF: Feet C00405C09 6 619 DRAWING NUMBER: G016 C 0 W E 0 m C1) 0 co -J J U J z CONTROL POINT TABLE ID # NORTHING EASTING HC 17 -7 (WSDOT)* 165,203.5902 1,285,446.2510 HC 17 -8 (WSDOT) 161,774.6040 1,285,016.9050 * NOT SHOWN ON PLANS REVISION DESCRIPTION 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 King County Department of Natural Resources and Parks Solid Waste Division 220 t EXISTING CONDITIONS AND ■ SURVEY CONTROL f' SCALE: 1” = 80' EXISTING R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 BOW LAKE RECYCLING AND TRANSFER SITE. FACILITIES CONTRACT EXISTING CONDITIONS AND SURVEY CONTROL CD 0 0 0 0 Y N SECTION 35, TOWNSHIP 23N, RANGE 4E 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 (GPS) METHODS. CONTROL WAS EXTENDED THROUGH THE PROJECT REACH BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY CONTROL MONUMENTS. 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988, NAVD88. VERTICAL CONTROL WAS EXTENDED THROUGH THE PROJECT REACH USING PUBLISHED BENCHMARKS FROM THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (VIA ELECTRONIC LEVELING). 3. SOURCE OF MAPPING: SURVEYS PERFORMED BY DUANE HARTMAN AND ASSOCIATES: ON MAY 4, 2007; AUGUST 16, 2007; FEBRUARY 12, 2008; AND OTHERS. 4. SURVEY CONTROL DISTURBED DURING CONSTRUCTION SHALL BE COORDINATED THROUGH THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES IN ACCORDANCE WITH RCW 58.24.040 AND WAC 332 -120. 17 -7 (WSDOT) i PROX 1/2 MILE NORTH EXISTING ° WALL D 80 = 80' -0" I — — Scale G09 - s STATION EVIEWE� E COM APPROVED AUG 0 3 2010 City of Tukwila ILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER 80 160 PROJECT NUMBER: SHT. OF: 7 Feet C00405C09 DRAWING NUMBER: G017 619 VERIFY SCALE BAR IS ONE INCH. .ON ANSI "D" DRAWING 0 1" PROPERTY BOUNDARY SITE GRADING SCALE: 1 " = 80' \ - \2 � �1 �iJ, 1 `215 ;�2 0 , \ ,x 00. FUELING FACILITY AND ENGINE GENERATOR SET FINAL ISSUED FOR CITY OF TUKWILA PERMITS ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ENTRANCE 24 240: 5 23 , TRANSFER RAILER YAR King County Department of Natural Resources and Parks Solid Waste Division - ISTING SIRC -= E"ENTIDN 1 VA - J _ 2�0 _-- �- ` . . _- ; __ .__, - --... TIRE: VILA P � ._ -� -- 220 -,- __ RAINWATEr ; M A -- 1. BUILDING LOCATIONS ARE AS FOLLOWS. BUILDING SURVEY CONTROL TRANSFER/TSO BUILDING: GRID REFERENCE INTERSECTION A/11 N 162085.845, E 1285191.512 GRID ROTATION: 73.39 SCALE FACILITY: GRID REFERENCE INTERSECTION A/1 N 161535.380, E 1285094.790 GRID ROTATION: 87.21 RECYCLING BUILDING: SOUTHWEST CORNER N 1 61754.555, E 1285241.611 NORTHWEST CORNER N 161794.764, E 1285286.144 0 a a 0 0 0 CI c 0 1- c v N E v CD 0 0 N 0 E[ I( 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 IEWED FOR E COMPLIANCE APPROVED AUG 0 3 2010 QiiyofTukwila WING DIVISIOMM RECEIVED JUN 14 2010 \ PERMIT CENTER DRAWING NUMBER: Feet. G018 160 619 0 0 Li! 0 ILL w CO (1) Ct 0 00 J J U ( ) Lt w 0 —J LL 0 u_ 0 w (1) J z 8' -INCH 45' BEND (MJ) 8 -INCH MEGALUG GLANDS S- 100 -1.5 HT -1 EXISTING 12 –INCH DI - EXISTING RETAINING WALL B SOUTH SCALE FACILITY HRW -T- 100 -1.5 HT -13 SD SOUTH PROCESSING AREA (SPA) S Q L / EXISTING 8 -INCH DI —_._. SI7- �P � RETAINING WALL L FOOTING A RETAINING WALL L n SD ROAD A - EXISTING RETAINING WALL F INCH PVC PROFILE WA -P p 1 -1 /4 INCH PVC `' PROFILE WA –V 1 0 EXISTING 4-INCH DI H MA1 EXISTING - -sD 8 -INCH DI SD — PW -INCH 45' BEND (MJ) INCH MEGALUG • GLANDS ' 8 -INCH DI PROFILE WA –A (RJ) ' 2 -INCH / PVC t' PROFILE /WA -H HRP -R- 100 -1.5 HTtl1 GE, ,o7. 4 -INCH DI PROFILE WA -H (RJ) —SD DESIGNED BC DRAWN AG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" s B A REV SD 6/10/10 1/8/10 1/8/10 7/31/09. DATE 2 -INCH PVC 0 PR WA - SD st IKS IKS IKS IKS CHK'D SD sS SS KRH KRH KRH KRH APP'D EXISTING RETAINING WALL A SD SD HRW PLAN 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 U- 100 -1.5 HT -14 MATCH LINE - SEE DWG C084 SITE WATER SYSTEM SCALE: 1" = 20' King County Department of Natural Resources and Parks Solid Waste Division CONSTRUCTION LIMITS, TYP FOOTING RETAINING WALL ,K_- EC An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 EXISTING 12 -INCH DI w — — w -w ?Go9os w i W GENERAL NOTES 1. THE SITE WATER SYSTEM WILL BE CONSTRUCTED IN TWO PHASES -- MILESTONE 2 AND MILESTONE 3 -- TO PROVIDE FOR CONTINUOUS OPERATION DURING PROJECT CONSTRUCTION. MILESTONES AS INDICATED ON KEYED NOTES. 2. EXISTING AND NEW SITE WASTEWATER AND SURFACE WATER UTILITIES SHOWN FOR REFERENCE. FOR WASTEWATER AND SURFACE WATER UTILITIES, SEE DWGS C099 THRU C110 AND C111 THRU C128 RESPECTIVELY. 3. SEE DWG C086 THRU C090 FOR SITE WATER SYSTEM PIPE PROFILES. 4. SEE DWG C098 FOR WATER EQUIPMENT SCHEDULES. 5. SEE DWGS L121 AND L122 FOR IRRIGATION PLANS. 6. SEE DWGS C093 THRU C097 OR APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. I 7. ELECTRICAL CONDUIT LOCATIONS SHOWN ONLY FOR MAJOR RUNS. SEE DWGS E030 AND E031 FOR ALL ELECTRICAL CONDUIT LOCATIONS. Iv KEYED NOTES co UTILITY YARD HYDRANTS (UYH) 1 AND 2 WILL BE PROVIDED t' WATER THROUGH THE TRANSFER /TSO BUILDING NON– POTABLE WATER SYSTEM. SEE DWG M112 FOR TRANSFER /TSO Ci BUILDING SERVICE ENTRY LOCATIONS. Wv FOR MILESTONE 2, INSTALL TEMPORARY BLOW OFF ASSEMBLY cJ? IN ACCORDANCE WITH HWD REQUIREMENTS. FOR MILESTONE 3, REMOVE EXISTING TEMPORARY BLOW OFF ASSEMBLY AND CONNECT SITE WATER SYSTEM PIPING AND EQUIPMENT AS INDICATED. INSTALL FIRE HYDRANT ASSEMBLY PER HWD STANDARD DETAIL 9. FOUR (4) FEET CLEAR AROUND FIRE HYDRANT MUST BE UNOBSTRUCTED AND LEVEL. FIRE SERVICE LINE MUST HAVE A MINIMUM OF FOUR (4) FEET OF COVER. PROVIDE REDUCED PRESSURE BPA (RPBPA) SIZED FOR 4 –INCH DI PIPE. INSTALL 3 –INCH WATER METER ASSEMBLY IN ACCORDANCE WITH HWD REQUIREMENTS. SEE DWG M301 FOR SCALE HOUSE BUILDING SERVICE ENTRY LOCATION. SEE DWG M401 FOR RECYCLING BUILDING SERVICE ENTRY LOCATION. PROVIDE HEAT TRACE. SEE DWG M012 FOR HEAT TRACE SCHEDULE. MEGALUG GLANDS OR APPROVED EQUAL IN ACCORDANCE WITH HWD REQUIREMENTS. REVIEWED FOR ECOMPLIANCE APPROVED AUG 0 3 2010 BUILDING KEY MAP SCALE: nrrc SCALE: NTS 20 1"=20' –O BOW LAKE ` RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM PLAN Scale RECEIVED JUN (1 4 2010 • PROJECT NUMBER: Feet 40 C00405C09 SHT. OF: 72 619 DRAWING NUMBER: C082 0 C • '' ' ;.. i4; EXISTING - - 12-INCH DI O ' WADOH o APPROVED. N 4 -INCH 3 RPBPA1 / .. , S n_\ 6 –INCH DI (RJ 8 -INCH DI PROFILE WA –A (RJ) 4 -INCH DI 'PROFILE WA –D (RJ)' PIPE TRENCH DETAIL, TYP CAPPED CROSS CROSS BLIND FLANGE SMALLER SIZE PIPE 22 1/2' BEND NOTES: SEE THRUST BLOCK TABLE, DETAIL #7 PROVIDE POLYETHYLENE SHEETING TO COVER BOLTS AND JOINTS FOR FUTURE DISMANTLING. CAP E 45' BEND 11 1/4' BEND CONCRETE BLOCKING NTS DRAWN SED FILE NAME CHECKED TDK F: \DWGS \DETAI LS- 2004 \HWD -005 REVISION DATE 1/8/04 PLOTTING SCALE NTS DISTRICT APPROVED TDK DATE APPROVED 3/1/04 DESIGNED HWD DRAWN HWD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C A REV 6/10/10 1/8/10 1/8/10 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 NOTES: THRUST BLOCK — TABLE MIN. BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET PIPE ( F r. 2 ) ( r. 2 ) (FT• (FT• ( ) 3" 3 2 2 2 2 6" 4 4 2 2 2 8" 7 6 4 2 2 10" 11 10 6 3 2 12" 16 14 9 5 3 14" 22 19 12 6 3 16" 29 25 16 8 4 18" 36 31 20 10 5 20" 45 39 24 13 6 22" 54 47 29 15 8 24" 64 56 35 18 9 28" 87 76 48 24 12 30" 101 87 55 28 14 36" 145 125 78 40 20 42" 197 171 107 55 27 48" 257 223 140 71 36 1. BEARING AREA OF CONC. THRUST — BLOCK BASED ON 200 PSI WATER PRESSURE AND SAFE SOIL BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES AND SOIL CONDITIONS. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING OF JOINT. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF SERVICE. THRUST BLOCK TABLE NTS REVISION DATE 1/8/04 PLOTTING SCALE NTS DRAWN SED FILE NAME CHECKED TDK F: \DWGS \DETAILS- 2004 \HWD -006 DISTRICT APPROVED TDK DATE APPROVED 3/1/04 IA King County Department of Natural Resources and Parks Solid Waste Division IIW ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 ?6OcOc?s BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT REVIEWED FOR C ODECOMPLIANCE APPROVED AU6 0 3 2010 City otTt ila BUILDING DIVISION SITE WATER SYSTEM HIGHLINE WATER DISTRICT STANDARD DETAILS RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 83 C00405C09 DRAWING NUMBER: C093 619 0 0 - v C C a 0 0 U, J 0 0 0 N M OD 0 v E 0 0 N C W m w W ' : V A A, a_ a- a_ Sry.„;1 I PW P W ;1- S D SD — SD 0 TRAILER YARD WEST TRUCK PAD J SD • • . • - • / - • - _ • 4 , P W SD HOT LOAD PAD CONTROL PANEL W/ TYPE 2 BOLLARDSr' o_ • • • EXISTING ELECTRICAL SD 3 PW P W SD DESIGNED BC DRAWN CW VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" SD 5 ..... i • • , I 1 ',; ' ;, 1 ; ; ; •-; t 1 ' , ....;,-•,; UNDERSLAB WASTEWATER C). DRAIN, TYP p HOT LOAD PAD • LCI33 po , PNEUMATIC VALVES AND 'VAULT , §„D c-§) • SSMH4 D C B A REV EXISTING RETAINING WAL L A SD PW 6 1/6/10 1/8/10 7/31/0 DATE SD IKS IKS IKS IKS CHK'D SD ';i.tqW; RETAINING WALL B EXISTING SD SD KRH KRH KRH KRH APP' D ' SD SD fl D S D — SD A \ _ _ - 7 CLEAN OUT, TYP WYE 1 FACIITY :" 41-1- ' 4 .30 H c. .3 11 1 .2 ) ) 4 tOUTIlik SCALE .4/..HT\ / I - 444 to ss FuTLIR SCALE HOUSE D SS SD - - , SS a I r SS SECTION 35, TOWNSHIP 23N, RANGE 4E S D SD D SD D SD D STD - , \ FUTURE. FACILITY WASTEWATER CONNECTION NO. 0 S MH1A SS I 2. , -<" \ \ RETAINING WALL M FOOTING RETAINING WALL M 1-D frit SD 4' CO2 ss- S ss CO3 MATCH LINE - SEE DWG C100 PLAN 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 SD • 4/ ;,;,T 1! 7' 1 rERATI SITE WASTEWATER 'SYSTEM SCALE: 1 = 20' 4 Hw RECYCLING BUILDING ,54 SO / il 7 rS '7E= 0 / SD SD SD ..; • • • • La King County Department of Natural Resources and Parks Solid Waste Division RETAINING WALL L SD S D S D RETAINING WALL L FOOTING N PIPE TRENCH DETAIL, TYP A c = , • . .4.4.42.4,7M4= RETAI WALL K FOOTING -----„-- , ■101 • 1 /V A LCB2A w moo ROAD A ,";;;N: 7.1 IIW ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 EXISTINGr" RETAINING WALL F ?\ CB2B SEE PROFILE WW—B DWG C102 . rig sc2 \- SEE PROFILE WW—C DWG C102. SEE. PROFILE WW—D DWG C102. .44 SOUTH PROCESSING AREA (SPA) / SD / • . WALL' K LCB2C 20 1”--20'-0” Scale Feet GENERAL NOTES 1. THE SITE WASTEWATER SYSTEM WILL BE CONSTRUCTED IN TWO PHASES -- MILESTONE 2 AND MILESTONE 3 -- TO PROVIDE FOR CONTINUOUS OPERATION DURING PROJECT CONSTRUCTION. ALL SITE WASTEWATER SYSTEM PIPING AND EQUIPMENT SHOWN ON THIS SHEET IS CONSTRUCTED FOR MILESTONE 3. 2. EXISTING AND NEW SITE WATER AND SURFACE WATER UTILITIES SHOWN FOR REFERENCE. FOR WATER AND SURFACE WATER UTILITIES, SEE DWGS C082 THRU C098 AND C111 THRU C128 RESPECTIVELY. 3. SEE DWGS C102 THRU C104 FOR SITE WASTEWATER SYSTEM PIPE PROFILES. 4. SEE DWG C110 FOR WASTEWATER EQUIPMENT SCHEDULES. 5. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE WASTEWATER SYSTEM DRAWINGS. 6. ELECTRICAL CONDUIT LOCATIONS SHOWN ONLY FOR MAJOR RUNS. SEE DWGS E030 AND E031 FOR ALL ELECTRICAL CONDUIT LOCATIONS. KEYED NOTES CAP WASTEWATER LINE. MARK LOCATION OF END CAP FOR \=/ FUTURE USE WITH FLEXIBLE UTILITY MARKER POST INDICATING SEE SITE WASTEWATER SYSTEM PROFILES FOR OUTSIDE DROPS REQUIRED. SEE DWG C102, PROFILE WW—A AND DWG C103, PROFILE WW—E. PIPE INVERT, DIAMETER, AND MATERIAL. SEE DWG M301 FOR SCALE HOUSE BUILDING SERVICE ENTRY LOCATION. SEE DWG M401 FOR RECYCLING BUILDING SERVICE ENTRY LOCATION. SEE PROFILE WW—A DWG C102. SEE PROFILE WW—E DWG C103. SEE PROFILE WW—F DWG C103. SEE PROFILE WW—I DWG C103. SEE PROFILE WW—J DWG C103. SEE PROFILE WW—K DWG C104. SEE PROFILE WW—L DWG C104. SEE PROFILE WW—M DWG C104. SEE DWG S015 FOR TYPE 2 BOLLARDS. 0 SEE DWG S309 FOR SCALE UNDERSLAB DRAIN LOCATIONS. UTILITY KEY MAP SCALE: NTS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WASTEWATER SYSTEM PLAN PROJECT NUMBER: C00405C09 SHT. OF: 89 619 DRAWING NUMBER: 0099 I U- ID LOCATION DOWNSTREAM SYSTEM VALVE MANUFACTURER 11 VALVE MODEL CONTROL VALVE TYPE 4 0 NORMAL POSITION FAIL POSITION VALVE SIZE MAXIMUM DRAINAGE/ WASTEWATER PRESSURE (PSI) ACTUATOR TYPE (PNEUMATIC) ACTUATOR MANUFACTURER 11 ACTUATOR MODEL AVAILABLE AIR SUPPLY PRESSURE (PSI) LIMIT SWITCH V -1 VALVE VAULT FOR TRAILER YARD WEST TRUCK PAD WASTEWATER DEZURIK PEC, 6, F1, CI, NBR, CR ECCENTRIC PLUG VALVE OPEN OPEN 6" 10 SPRING RETURN CYLINDER DEZURIK GS -6 -SC6 -A 80 YES V -2 VALVE VAULT FOR TRAILER YARD WEST TRUCK PAD STORMWATER DEZURIK PEC, 6, Fl , CI, NBR, CR ECCENTRIC PLUG VALVE CLOSED CLOSED 6" 10 SPRING - RETURN CYLINDER DEZURIK GS -6 -SC8 80 YES V -3 VALVE VAULT FOR TRAILER YARD EAST TRUCK PAD WASTEWATER DEZURIK PEC, 6, F1, CI, NBR, CR ECCENTRIC PLUG VALVE OPEN OPEN 6" 10 SPRING- RETURN CYLINDER DEZURIK GS -6 -SC6 -A 80 YES V -4 VALVE VAULT FOR TRAILER YARD EAST TRUCK PAD STORMWATER DEZURIK PEC, 6, F1, CI, NBR, CR ECCENTRIC PLUG VALVE CLOSED CLOSED 6" 10 SPRING- RETURN CYLINDER DEZURIK GS -6 -SC8 80 YES V -5 VALVE VAULT FOR SOUTH PROCESSING AREA WASTEWATER DEZURIK PEC, 8, F1, CI, NBR, CR ECCENTRIC PLUG VALVE OPEN OPEN 8" 10 SPRING- RETURN CYLINDER DEZURIK GS- 12- SC10 -A 80 YES V -6 VALVE VAULT FOR SOUTH PROCESSING AREA STORMWATER DEZURIK PEC, 8, F1, CI, NBR, CR ECCENTRIC PLUG VALVE CLOSED CLOSED 8" 10 SPRING- RETURN CYLINDER DEZURIK GS- 12 -SC10 80 YES V -7 VALVE VAULT FOR HOT LOAD PAD WASTEWATER DEZURIK PEC, 6, F1, CI, NBR, CR ECCENTRIC PLUG VALVE CLOSED OPEN 6" 10 SPRING- RETURN CYLINDER DEZURIK GS -6- SC6 -A 80 YES V -8 VALVE VAULT FOR HOT LOAD PAD STORMWATER DEZURIK PEC, 6, F1, CI, NBR, CR ECCENTRIC PLUG VALVE OPEN CLOSED 6" 10 SPRING- RETURN CYLINDER DEZURIK GS -6 -SC8 80 YES V -9 VALVE VAULT FOR WASTEWATER DISCHARGE WASTEWATER DEZURIK PEG, 12, F1, CI, NBR, CR ECCENTRIC PLUG VALVE OPEN OPEN 12" 15 SPRING- RETURN CYLINDER DEZURIK GS- 12- SC10 -A 80 YES V -10 EXISTING VALVE VAULT FOR STORMWATER DETENTION VAULT STORMWATER CLOW EXISTING PLUG VALVE OPEN OPEN 24" 15 . DOUBLE- ACTING CYLINDER ROTORK GP- 130 - 435 -DI 90 YES a 0 0 d o C 0 0 0 0 O C- C C 0. L N J 0 a a 0 N o 0 v i E a 0 N 0 C SS i4 PNEUMATIC VALVES AND. VAULT PW ; PW PW EAST TRUCK PAD P � CA In RIM MH -6 ELEV 247.79 v ' IE 244.29 (SW) j IE 244.29 (N) IE 244.19 (W) CAMH -2 RIM ELEV 248.29 IE 245.00 (N) IE 245.00 (W) IE 245.00 (5) I ► CAMH -4 RIM ELEV 247.17 IE 243.67 (W) IE 243.67 (E) IE 243.67 (S) IE 243.57 (N) C108 0 SD O6 • D . t O SD,,,_ WASTEWATER - STORMWATER VALVE SCHEDULE DESIGNED BC DRAWN Cw VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" SD WEST TRUCK PAD D 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 PLAN Scale FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION SECTION 35, TOWNSHIP 23N, RANGE 4E , SD SD 30 ry SD Feet SD -WW VALVE LAYOUT W/ COMPRESSED AIR SUPPLY AND ELECTRICAL /CONTROLS CONDUIT LAYOUT SCALE: 1" = 30' 30 0 1"=30' -0" 60 SD SD SS 411 King County Department of Natural Resources and Parks Solid Waste Division V • CAMH - ) = ELEV 247.86 IE :244.36 (NW) 244.36 (NE) 244.26 (N) PGoc%o15 COMPACTOR BAY DRY VALVE VAULT ELK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 ED FOR PUMICE P_DVED ►ul'0' 3 2010 CltyofTukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER GENERAL NOTES 1 THE SITE WASTEWATER SYSTEM WILL BE CONSTRUCTED IN TWO PHASES -- MILESTONE 2 AND MILESTONE 3 -- TO PROVIDE FOR CONTINUOUS OPERATION DURING PROJECT CONSTRUCTION. 2. MILESTONE 2 CONSTRUCTION INCLUDES CAMH -2, CAMH -3, CAMH -4, CAMH -5 AND CAMH -9 AND ALL PIPING AND APPURTENANCES NORTH. 3. MILESTONE 3 CONSTRUCTION INCLUDES THE REMAINING EQUIPMENT AND APPURTENANCES. 4. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 33 1000 WATER UTILITIES. 5. EXISTING AND NEW SITE WATER AND SURFACE WATER UTILITIES SHOWN FOR REFERENCE. FOR WATER AND SURFACE WATER UTILITIES, SEE DWGS C082 THRU C098 AND C111 THRU C128 RESPECTIVELY. 6. SEE DWGS C102 THRU C104 FOR SITE WASTEWATER SYSTEM PIPE • PROFILES. 7. SEE DWG C110 FOR WASTEWATER EQUIPMENT SCHEDULES. 8. SEE DWG M114A FOR PNEUMATIC VALVE CONTROL PANEL. 9. SEE DWGS M143 AND M144 FOR PNEUMATIC VALVE CONTROL SCHEMATICS. 10. SEE DWGS E061 AND E062 FOR PNEUMATIC VALVE INSTRUMENTATION SITE LAYOUT. 11. SEE DWGS E064, E065, AND E068 FOR PNEUMATIC VALVE PROCESS AND INSTRUMENTATION SCHEMATICS. 12. SEE DETAIL 2 ON DWG C125 FOR BEDDING AND BACKFILL DETAILS FOR THE COMPRESSED AIR ENCASEMENT. 13. FOR STRUCTURE DETAILS FOR THE COMPRESSED AIR SYSTEM MANHOLES (CAMH), SEE CITY OF TUKWILA STANDARD DETAILS SS -04 AND SS -05 IN APPENDIX A OF THE PROJECT SPECIFICATIONS. ALL MANHOLES FOR THE COMPRESSED AIR SYSTEM ARE 48" DIAMETER, UNLESS NOTED OTHERWISE. 14. APPROXIMATE INVERTS FOR COMPRESSED AIR ENCASEMENT ARE PROVIDED TO FACILITATE ENCASEMENT DRAINAGE. CONTRACTOR SHALL ENSURE THAT ALL ENCASEMENT AND CAMH SYSTEMS ARE SLOPED AND ROUTED TO DRAIN TO A VAULT WITH FLOOR DRAIN. KEYED NOTES • SEE DWG M111 FOR COMPACTOR BAY DRY VALVE VAULT AND DETAIL D, M117 FOR VALVE DETAILS. 24 -INCH STORMWATER VALVE AND VALVE VAULT ARE EXISTING. INSTALL PNEUMATIC ACTUATOR AND CONNECT COMPRESSED AIR SUPPLY ALONG WITH POWER AND CONTROL CONNECTIONS. SEE MECHANICAL DWG M144. K±) APPROXIMATE IE OF COMPRESSED AIR ENCASEMENT 247.67. (_) APPROXIMATE IE OF COMPRESSED AIR ENCASEMENT 244.94. APPROXIMATE IE OF COMPRESSED AIR ENCASEMENT 242.50. O APPROXIMATE IE OF COMPRESSED AIR ENCASEMENT 234.00 OR LOWER. K:I::APPROXIMATE IE OF COMPRESSED AIR ENCASEMENT 244.51. :ii: ELECTRICAL AND SENSOR CONDUITS, SEE DWG C105. j 10 APPROXIMATE IE OF COMPRESSED AIR ENCASEMENT 245.24. @:: LISTED MANUFACTURER OR APPROVED EQUAL. @ VALVE INSTALLED SO PLUG ROTATES UPWARD IN OPEN POSITION AND PLUG FACES FLOW IN CLOSED POSITION. 13 SEE DWG C105 FOR WASTEWATER VALVE V -9 DETAILS. G APPROXIMATE IE OF COMPRESSED AIR ENCASEMENT 244.00 OR LOWER. 0 PNEUMATIC ACTUATOR TO INCLUDE MANUAL HAND PUMP. INSTALL VALVES AND CONNECT COMPRESSED AIR SUPPLY TO PNEUMATIC ACTUATORS ALONG WITH POWER AND CONTROL CONNECTIONS. BOW _LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WASTEWATER SYSTEM SITE VALVE PLAN AND SCHEDULE PROJECT NUMBER: C00405C09 SHT. OF:. 96 619 DRAWING NUMBER: 0106 a 0 >- w 0 w m C!) 0 00 J J U U LL 0 LL a w co ) V J Z U- POINT NORTHING EASTING 10000 161503.74 1285293.89 10001 161515.90 1285296.89 10002 161768.83 1285354.41 10003 161781.76 1285359.03 10004 161831.03 1285371.43 10005 161836.37 FINAL GRADE 10006 161777.70 1285510.08 10007 161781.58 1285523.26 RADE ___ I FROM I • LOB -4 • • • COMPRESSE AIR •ENCASE1ENT EXISTING : TO SSMI-t -5 1 • -__ _Ai TO .. CB 49 G• 2"0 FLOOR 00 DRAIN: TO :SSMH � POINT NORTHING EASTING 10000 161503.74 1285293.89 10001 161515.90 1285296.89 10002 161768.83 1285354.41 10003 161781.76 1285359.03 10004 161831.03 1285371.43 10005 161836.37 1285384.08 10006 161777.70 1285510.08 10007 161781.58 1285523.26 255.00 252.50 250.00 247.50 245.00 242.50 240.00 UTILITY VAULT MODEL# 5106 LA, OR APPROVED EQUAL EXISTIN :GRADE DETAIL HOT LOAD PAD PNEUMATIC VALVE LAYOUT /ACCESS VAULT SCALE: 1" = 5' TO • • :FINAL . GRADE: / SECTION 2 "O FLOOR DRAIN: TO: SSMH SCALE: HORIZ 1" = 5' VERT 1" = 2.5' 06 .oi,io DESIGNED JC /BC DRAWN cw VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D B REV :COMPRESSED AIR .. ENCASEMENT _ 250.00 FROM LCB. 6/10/10 1/8/10 1/8/ 7/31/09 DATE 255.00 250.00 252.50 247.50 247.50 242.50 TO 245.00 240.00 SSMH =4 242.50 237.50 240.00 235.00 VAULT CONTROL POINTS IKS IKS IKS IKS CHK'D KRH KRH KRH KRH APP'D 245.00 DETAIL SPA PNEUMATIC VALVE LAYOUT /ACCESS VAULT SCALE: 1" = 5' TO SSMH - EXISTING • GRADE --� COMPRESSE6 AIR :EN:CASEIENT SECTION SCALE: HORIZ 1" = 5' VERT 1 " =2.5' 8" 45 LATERAL WYE ICI 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 UTILITY VAULT MODEL# 810 LA, . OR APPROVED EQUAL 3" DIA :MIN: DRAIN .W /3 CF :DRAIN : GAVEL: O GENERAL NOTES SECTION 35, TOWNSHIP 23N, RANGE 4E 250.00 252.50 247.50 250.00 245.00 247.50 242.50 245.00 240.00 242.50 237.50 240.00 235.00 237.50 1. SEE DWG C106 FOR COMPRESSED AIR SUPPLY AND ELECRICAL /CONTROLS CONDUIT LAYOUT. 2. VALVES NOT SHOWN IN SECTIONS FOR CLARITY PURPOSES. 3. PROVIDE PIPE SUPPORTS FOR PIPE AND VALVES WITHIN VALVE VAULTS. IE 244.81 SS A DETAIL 6" TEE SECTION dui King County Department of Natural Resources and Parks Solid Waste Division WEST TRUCK PAD IE 245.08 IE 243.80 WEST TRUCK PAD PNEUMATIC VALVE LAYOUT /ACCESS VAULT SCALE: 1" = 5' SCALE: HORIZ 1" = 5' VERT 1" = 2.5' KEYED NOTES UTILITY VAULT MODEL# 810 LA, OR APPROVED EQUAL o 252.50 250.00 247.50 245.00 242.50 240.00 237.50 Q1 PROVIDE FITTINGS IN DRAIN FROM VAULT AS NEEDED TO ENSURE 6 INCH MINIMUM SEPARATION BETWEEN KNOCKOUTS AT SANITARY SEWER MANHOLE. KI: PROVIDE GRATED COVER OVER FLOOR DRAIN OPENINGS AND SUMPS. 250.00 247.50 245.00 242.50 240.00 237.50 235.00 11W ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 CB -45 DETAIL 6"-: 45' LATERAL WYE IE 244.20 EAST TRUCK PAD PNEUMATIC VALVE LAYOUT /VAULT ACCESS SCALE: 1" = 5' . LCB -5 SECTION 2 ":o: FLOOR DRAIN : TO SSMH -6 SCALE: HORIZ 1" = 5' VERT 1 " =2.5' ?GO OST EAST TRUCK PAD IE 243.79 UTILITY VAULT MODEL# 810 LA, OR APPROVED EQUAL 5 I -0" SITE WASTEWATER SYSTEM SITE VALVE DETAILS Scale Scale SSMH -6 REVIEWED FOR CODE COMPLIANC E APPROVED A UG 03 2010 C ityofTukwila BUILDING DIVISIfPI 2.5 1.25 0 ---� 1 " =2.5' 2.5 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT 247.50 TO 242.50 SSMH -6 • • RECEIVED JUN 1.4 2010 PERMIT CENTER 2.5 PROJECT NUMBER: Feet Feet 5 10 C00405C09 SHT. 97 OF: DRAWING NUMBER: C107 619 V1 h O U, 0 >- w 0 L... w 0 CO J J U cn w 0 J LL U 0 LL a w ♦ V) V/) z MANHOLE TABLE NO. CENTER OF STRUCTURE NORTHING EASTING CAMH -1 — — CAMH -2 161960.44 1285389.68 CAMH -3 161929.97 1285380.59 CAMH -4 161884.19 1285468.55 CAMH -5 161837.01 1285539.20 CAMH -6 161804.62 1285436.52 CAMH -7 161743.11 1285382.20 CAMH -8 161511.70 1285303.15 CAMH -9 161823.90 1285570.26 CAMH -1 TOP LOAD BAY COMPRESSED AIR AND CONTROL DISTRIBUTION MANHOLE SCALE: 3/4" = 1' -0" 2CA. 2C CAMH -6 COMPRESSED AIR AND CONTROL DISTRIBUTION MANHOLE SCALE: 3/4" = 1' -0" 1CA, 2C 8CA, 2C CONDUIT I.E. =242.0 8CA, 2C SOUTH PROCESSING AREA PNEUMATIC VALVES AND VAULT 3CA, 2C DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 7CA, 2C B REV CONDUIT I.E. =242.0 CAMH -2 COMPRESSED AIR AND CONTROL DISTRIBUTION MANHOLE SCALE: 3/4" = 1' -0" 1CA, 2C 6/10/10 1/8/10 1/8/10 7/31/09 DATE CAMH -7 COMPRESSED AIR AND CONTROL DISTRIBUTION MANHOLE SCALE: 3/4" = 1' -0" JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D 8CA, 2C 1CA, 2C 1CA, 2C D1 3 . M43 C107 ES T TRUCK PAD ALVES AND VAULT " :11), 2CA, 2C 2CA, 2C CAMH -3 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 COMPRESSED AIR AND CONTROL DISTRIBUTION MANHOLE SCALE: 3/4" = 1' -0" C C106 3CA, 2C STORMWATER VALVE AND VAULT CAMH -4 HOT LOAD PAD PNEUMATIC VALVES AND VAULT CAMH -8 1CA, 2C COMPRESSED AIR AND CONTROL DISTRIBUTION MANHOLE SCALE: 3/4" = 1' -0" 1CA, 2C La King County Department of Natural Resources and Parks Solid Waste Division 7CA, 2C COMPRESSED AIR AND CONTROL DISTRIBUTION MANHOLE SCALE: 3/4" = 1CA, 2C 2CA, 2C CAMH -9 COMPRESSED AIR AND CONTROL DISTRIBUTION MANHOLE SCALE: 3/4" = 1' -0" C106 WASTEWATER LIFT STATION 1CA 2C LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 EAST TRUCK PAD PNEUMATIC VALVES AND VAULT CAMH -5 COMPRESSED AIR AND CONTROL DISTRIBUTION MANHOLE SCALE: 3/4" = 1' -0 SITE WASTEWATER VALVE AND VAULT 1DGO 9 - 0 2CA, 2C C1� NOTES: 1. SEE DETAIL 3 /Clog FOR VAULT DETAILS. 2. SEE DWG C106 FOR MANHOLE LOCATIONS AND CONDUIT INVERT ELEVATIONS EXCEPT WHERE NOTED OTHERWISE. R EVIEWED FOR CODE COMPLIANCE AOVFD A UG 03 2010 C ity of Tukwila BUILDING DIVISION" BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WASTEWATER Bc STORMWATER COMPRESSED AIR MANHOLES RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 98 C00405C09 DRAWING NUMBER: C108 619 a N 0) 0 0 N M C et 0 0 w C 0 0 w 0 LL w m 0 Co J J U L- 0 U aC O L- 0 w LL cri 0 0 w l CJI CORRUGATED SUPPORT RING AT SIX (6)FEET INTERVALS (TYP.) PROVIDE 6FT WORKING DEPTH 1-1/4" ELECTRICAL METAL CONDUIT (EMT) (TYP.) 8 CA, 2 CONDUITS 12" JUNCTION AND PULL BOXES BY DIVISION 26 AS REQUIRED )oUoU J oVoLoUc 0 �r:Oao DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 4" MIN. 3 "DIA MIN DRAIN W/ 3CF OF DRAIN GRAVEL D REV 6/10/10 1/8/10 1/ 8/1 0 7/31/09 DATE JAR JAR JAR JAR CHK'D DRAIN W/ PLUG FOR TESTING LNS LNS LNS LNS APP'D 5 -7 CA, 2 CONDUITS CA - COMPRESSED AIR 1/2" 0 COPPER PIPE (TYP.) UNDERGROUND MULTI -PIPE CONDUIT iTh VARIOUS PIPE COMBINATIONS COMPRESSED AIR AND CONDUITS SCALE: 3" = 1' -0" BULKHEAD PLATE GLAND SEAL NOTE: AT HEATING WATER MANHOLE, PROVIDE 2" OVERFLOW DRAIN W/ BACKWATER VALVE. SEE ALSO DETAIL F/M117. UP TO 4 CA, 2 CONDUITS NOMENCLATURE: CARRIER PIPE THE CA AND EMT INSIDE THE CONDUIT. CONDUIT - THE OUTER CASING ENCLOSING THE CARRIER PIPES. 1 C106 LOCKING MANHOLE FRAME AND COVER, KCRS FIGS. 7 -022 AND 7 -023 LABELED "CAMH" OR "HEATING" AS APPLICABLE. COMPRESSED AIR MANHOLES AND HEATING WATER MANHOLE SHALL BE 48" DIAMETER, MANHOLE TYPE 3, KCRS FIG. 7 -009. BRAIDED STAINLESS STEEL HOSE HOSE ADAPTER VENT W/ PLUG FOR TESTING CORE DRILLED OR CAST HOLE 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 1 CA, 2 CONDUITS MULTIPLE COMPRESSED AIR LINES AND CONDUITS CORRUGATED RING SUPPORT OCCURS EVERY SIX (6)FEET SEE DWG. C106 FOR CONDUIT INVERT ELEVATIONS EXCEPT FOR CAMH -1. SEE DWG M111 FOR CAMH -1 AND CAMH -2 (WEST) INVERT ELEVATIONS. UNDERGROUND MULTI -PIPE CONDUIT VAUL°f PENETRATION AND FIELD JOINT DETAILS SCALE: 1 1/2" = 1' -0" CONDUIT FIELD JOINT ASSEMBLY 24" HEAT SHRINK SLEEVE COMPRESSED AIR AND ELECTRICAL CONDUIT COUPLERS OVERLAP AND WELD STEEL CLOSURE SLEEVE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. UNDERGROUND HOT WATER CONDUIT 120 ° F HOT WATER SUPPLY AND RETURN FOR FUEL STORAGE TANK HEATING SCALE: 3" = 1' -0" GALVANIZED STEEL OUTER CASING (CONDUIT) LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 Li " King :County Department of Natural Resources and Parks Solid Waste Division POSITION OF DRAIN AT BULKHEAD PLATE POSITION OF VENT AT BULKHEAD PLATE CARRIER PIPE SUPPORT RING " PIPE INSULATION 1" HOT WATER PIPE 1 ELECTRICAL METAL CONDUIT (EMT) (TYP. OF 5) 1-1/2" ELECTRICAL METAL CONDUIT (EMT) (TYP OF 4) w,oc1 oct ST R EVIEWED FOR C ODECOMPUANCE A PPROVED A UG 0 3 2010 C ityofTukw�t BUILDING DIVISION BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT UNDERGROUND MULTI -PIPE CONDUIT DETAILS RECEIVED JUN 14 2010. PERMIT CENTER PROJECT NUMBER: C00405C09 SILT. 99 OF: DRAWING NUMBER: C109 619 OPENING SCHEDULE FROM — TO N0. NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES PENET TYPE HEIGHT AFF PLAN /ELEVATION DETAIL OV9H BWVf 11IS COMPACTOR LEVEL — TSO BUILDING CONTINUED C01 —006 40 4" DIA WALL M114A 1-1/4" TEPID WATER INSULATED PIPE 41 8" DIA WALL M114 4" NPW INSULATED PIPE 42 8" DIA WALL M114 4" NPW INSULATED PIPE 48 24" DIA WALL M115 24" ROUND EXHAUST DUCT C06 SPACE ABOVE RESTROOMS /BREAK ROOM 49 13 "x13" WALL M115 E/M117 9 "x9" — 2" LINED SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 54 24" DIA WALL M115 24" ROUND EXHAUST DUCT C06 SPACE ABOVE RESTROOMS /BREAK ROOM C01 —007 30 24" DIA WALL M111 M115 BOOT WASH 41 60 5" DIA CEILING Mill E106 BASKET DRAIN BD -1 HPU FEEDER — 3 ", P008 61 5" DIA CEILING M111 E106 COMPACTOR BAY VAULT NO. 1 HPU FEEDER — 3 ", P009 62 5" DIA CEILING M111 E106 LEACHATE WASTE CLEANOUT HPU FEEDER — 3 ", P010 63 5" DIA CEILING M111 E106 COMPACTOR BAY VAULT NO. 2 HPU FEEDER — 3 ", P011 C01 —008 31 24" DIA WALL E/M117 M115 BASKET DRAIN BD -1 46 4" DIA C01 -108 60 4" DIA CEILING E106 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 47 4" DIA 2" FEEDER TO DUST COLLECTOR DISC. SW — P015 C01 -109 60 4" DIA CEILING E106 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 48 6" DIA FLOOR FEEDER TO 2T1 — 2 -1/2 ", P028 C01 -111 01 6'x10' CEILING LEACHATE WASTE SIZE INDICATED IS NOMINAL PIPE DIAMETER 49 6" DIA FLOOR M111 02 6'x10' CEILING SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 50 SEE DETAIL FLOOR M111 CO1A —SUF 30 4" DIA FLOOR HEATING WATER MANHOLE M111 51 SEE DETAIL FLOOR METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 31 4" DIA FLOOR COMPACTOR BAY DRY VALVE VAULT M111 52 SEE DETAIL FLOOR LEACHATE WASTE SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 12 "x24" FLOOR BOOT WASH M111 53 6" DIA FLOOR BASKET DRAIN BD -1 33 4" DIA FLOOR SOIL WASTE CLEANOUT M111 54 4" DIA FLOOR LEACHATE WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER CO1A —SUW 42 14" DIA WALL SIZE INDICATED IS NOMINAL PIPE DIAMETER M112A 55 6" DIA WALL 10" FIRE SPRINKLER VERIFY SIZE WITH SPRINKLER CONTRACTOR 43 4" DIA WALL LEACHATE WASTE LINE M112A C01 —ELEV 30 6 "x6" WALL 4" DOMESTIC WATER SERVICE SIZE INDICATED IS NOMINAL PIPE DIAMETER 44 6" DIA WALL M112A SIZE INDICATED IS NOMINAL DUCT SIZE C01 —0O3 32 6 "x6" 6" RAINWATER SUCTION LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 60 4" DIA WALL 16' -0" E101 SIZE INDICATED IS NOMINAL DUCT SIZE C01 —004 31 6 "x6" FEEDER TO 4N1 — 2 ", P032 61 4" DIA WALL 16' -0" E101 56 4" DIA TELECOMM TO E115 — 2 ", T331 62 4" DIA WALL 16' -0" E101 4" SOIL WASTE UNISEX TOILET 104 PLUMBING CHASE C01 —0O5 i 30 TELECOMM TO E115 — 2 ", T331 CO1A —STC 36 8" DIA WALL M121 SIZE INDICATED IS NOMINAL DUCT SIZE 57 4" NPW INSULATED PIPE 37 42 "x24" WALL M113 4" RAINWATER SUCTION FLOOR CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 58 DUCT SIZE INDICATED IS NOMINAL DUCT SIZE CO1A -105 36 6" DIA CEILING M112A 4" FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 60 5" DIA 6" HUB DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 37 8" DIA CEILING M112A HPU FEEDER — 3 ", P008 61 5" DIA 4" DOMESTIC WATER SERVICE INSULATED PIPE 38 6" DIA CEILING M112A HPU FEEDER — 3 ", P009 62 5" DIA 3" NPW INSULATED PIPE 39 4" DIA CEILING M112A HPU FEEDER — 3 ", P010 63 5" DIA FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 40 14" DIA CEILING M112A HPU FEEDER — 3 ", P011 64 16 "x4" 10" FIRE SPRINKLER RISER VERIFY SIZE WITH SPRINKLER CONTRACTOR 41 8" DIA CEILING M112A BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 65 16 "x4" 4" NPW INSULATED PIPE CO1A -120 01 18" DIA CEILING BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 66 4" DIA WALL MANHOLE SIZE INDICATED IS MANHOLE SIZE 34 4" DIA CEILING M103 FEEDER TO 4N1 — 2 ", P032 67 4" DIA WALL FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 35 4" DIA CEILING M103 TELECOMM TO E115 — 2 ", T331 68 4" DIA WALL METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER CO2 —SUF 30 12 "x24" FLOOR M111 E/M117 _ „4" DIA „ , WA _16, E050 _ BASKET DRAIN BD -1 31 SEE DETAIL FLOOR M111 C/M117 TOP LOAD BAY VAULT 32 SEE DETAIL FLOOR Mill 3/M109 BOOT WASH 33 SEE DETAIL FLOOR M111 3/C109 COMPRESSED AIR MANHOLE CAMH -1 34 SEE DETAIL FLOOR M111 3/C109 COMPRESSED AIR MANHOLE CAMH -2 CO2 —EXW 30 6" DIA WALL M112 2" NPW INSULATED PIPE CO2 —006 39 6" DIA WALL M114A 3" NPW INSULATED PIPE 52 48 "x36" WALL M115 EXHAUST GRILLE /PLENUM SIZE INDICATED IS NOMINAL GRILLE SIZE 53 12 "x12" WALL M114A EXHAUST LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE CO5— SUW —SUF 30 4" DIA WALL M112 4" RAINLEADER SUB —GRADE WALL UP THROUGH FLOOR — BLOCKOUT 32 6" DIA WALL M112 6" RAINLEADER SUB —GRADE WALL UP THROUGH FLOOR — BLOCKOUT CO5 —SUW 60 6" DIA WALL 12' -0" E050 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 — 61 6" DIA WALL 12' -0" E050 E049 REVIEWED FOR ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 62 6" DIA WALL 12' -0" E050 E049 CODECOP/MANCE ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 63 6" DIA WALL 13' -0" E050 E049 APPROVED ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 64 6" DIA WALL 13' -0" E050 E049 AUG 0 3 2010 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 65 6" DIA WALL 13' -0" E050 E049 ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 66 6" DIA WALL 13' -0" E050 E049 (iyOI1'IB ELECTRICAL SERVICE ENTRANCE CONDUIT, 4 ", P001 67 6" DIA WALL 12' -0" E050 E049 BUILDING QIVISIfN TELECOMM SERVICE ENTRANCE CONDUIT, 4" 68 6" DIA WALL 12' -0" E050 E049 TELECOMM SERVICE ENTRANCE CONDUIT, 4" 69 6" DIA WALL 12' -0" E050 E049 TELECOMM SERVICE ENTRANCE CONDUIT, 4" 70 6" DIA WALL 12' -0" E050 E049 TELECOMM CONDUIT, 4" — SCALEHOUSE, T305 71 6" DIA WALL 12' -0" E050 E049 RECEIVED TELECOMM CONDUIT, 4" — SCALEHOUSE, T305 72 6" DIA WALL 12' -0" E050 E049 TELECOMM CONDUIT, 4" — FUTURE MAINTENCE, T328 73 6" DIA WALL 12'-0" E050 E049 J UN 1 4 2010 TELECOMM CONDUIT, 4" — FUTURE MAINTENCE, T328 74 6" DIA WALL 12' -0" E050 E049 PERMIT CENTER TELECOMM CONDUIT, 4" — FUTURE S PROCESSING BLDG, T327 CO5 -102 60 6" DIA CEILING E050 E049 ECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 61 6" DIA CEILING E050 E049 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 CONTINUED ON AO17 �J OPENING SCHEDULE FROM — TO N0. NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES PENET TYPE HEIGHT AFF PLAN /ELEVATION DETAIL (MN BWVf 11IS COMPACTOR LEVEL — TSO BUILDING C01 —SUF 34 6" DIA FLOOR M111 RAINWATER SUCTION LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 35 4" DIA FLOOR M111 SOIL WASTE LINE SIZE INDICATED IS NOMINAL PIPE DIAMETER 36 6" DIA FLOOR M111 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 37 4" DIA FLOOR M111 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 38 12 "x24" FLOOR Mill E/M117 BASKET DRAIN BD -1 39 4" DIA FLOOR M111 LEACHATE WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 40 SEE DETAIL FLOOR M111 3/M109 BOOT WASH 41 12 "x24" FLOOR Mill E/M117 BASKET DRAIN BD -1 42 SEE DETAIL FLOOR M111 A/M117 COMPACTOR BAY VAULT NO. 1 43 8" DIA FLOOR M111 LEACHATE WASTE CLEANOUT 44 SEE DETAIL FLOOR M111 B/M117 COMPACTOR BAY VAULT NO. 2 45 12 "x24" FLOOR M111 E/M117 BASKET DRAIN BD -1 46 4" DIA FLOOR M111 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 47 4" DIA FLOOR M111 BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 48 6" DIA FLOOR M111 LEACHATE WASTE SIZE INDICATED IS NOMINAL PIPE DIAMETER 49 6" DIA FLOOR M111 SOIL WASTE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 50 SEE DETAIL FLOOR M111 F/M117 HEATING WATER MANHOLE 51 SEE DETAIL FLOOR M111 D/M117 COMPACTOR BAY DRY VALVE VAULT 52 SEE DETAIL FLOOR 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 i 30 6 "x6" WALL M113 SIZE INDICATED IS NOMINAL DUCT SIZE 57 4" DIA CEILING 4" RAINWATER SUCTION FLOOR CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER 58 4" DIA CEILING 4" FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 60 5" DIA WALL 22' -0" E050 HPU FEEDER — 3 ", P008 61 5" DIA WALL 22' -0" E050 HPU FEEDER — 3 ", P009 62 5" DIA WALL 22' -0" E050 HPU FEEDER — 3 ", P010 63 5" DIA WALL 22' -0" E050 HPU FEEDER — 3 ", P011 64 16 "x4" WALL 18' -0" E050 BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 65 16 "x4" WALL 14' -0" E105 BRANCH CIRCUIT AND TELECOMM CONDUIT BLOCK —OUT 66 4" DIA WALL 16' -0" E050 FEEDER TO 4N1 — 2 ", P032 67 4" DIA WALL 16' -0" E050 TELECOMM TO E115 — 2 ", T331 68 4" DIA WALL 16' -0" E050 TELECOMM TO E115 — 2 ", T331 _ Q _ „4" DIA „ , WA _16, E050 _ FEEDER TO 2T1 — 2-1/2", P028 <EY TO OPE\ \G SCHEDULE: 1. OPENING SCHEDULE IS PROVIDED AS A CONVENIENCE TO 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 BETWEEN ROOMS OR SPACES ARE IDENTIFIED BY THE NUMBERS ASSIGNED TO THE TWO ROOMS OR SPACES AND BY A DISCRETE OPENING NUMBER AS DESCRIBED BELOW: A. ON THE OPENING SCHEDULE, THE LOWER NUMBERED ROOM OR SPACE IS LISTED FIRST. FOR VERTICAL PENETRATIONS, ROOMS B. ON PLANS AND ELEVATIONS, THE DISCRETE OPENING NUMBER IS LISTED WITHIN A PENTAGON ICON. IF ONE OF THE ROOMS OR SPACES IS NOT EVIDENT ON THE PLAN OR ELEVATION, ITS NUMBER IS LISTED BELOW THE PENTAGON ICON. C. EXTERIOR SPACES ARE INDICATED THUS: EXW OPENINGS THROUGH ABOVE —GRADE EXTERIOR WALLS EXR OPENINGS THOUGH ROOFS EXS OPENINGS THROUGH SOFFITS SUW OPENINGS THROUGH SUB —GRADE WALLS SUF OPENINGS THROUGH SUB —GRADE FLOORS D. DISCRETE OPENING NUMBERS ARE ASSIGNED TO THE FOLLOWING SERIES: 01 -29 ARCHITECTURAL /STRUCTURAL 30 -59 MECHANICAL 60 -89 ELECTRICAL 90 -99 COMPACTOR EQUIPMENT E. EXAMPLES: 107 - 109 -92 A COMPACTOR EQUIPMENT OPENING IN THE WALL BETWEEN THE HPU ROOM AND THE LOADING AREA CO5- 102 -66 AN ELECTRICAL OPENING IN THE FLOOR BETWEEN THE ELECTRICAL ROOM AND THE MULTIPURPOSE ROOM C01— EXW -31 A MECHANICAL OPENING IN A SUBGRADE EXTERIOR WALL AT THE COMPACTOR BAY 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE CC CC CC CC CHK'D DB DB DB DB APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION Ne v v v La King County Department of Natural Resources and Parks Solid Waste Division !CPC+ 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www.kpg.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE PROJECT NUMBER: C00405C09 SHT. 323 OF: DRAWING NUMBER: A016 619 N 4) cn F- 0 w C ) LL OPENING SCHEDULE FROM — TO N0. ION DESCRIPTION NOTES (PENET TYPE (HEIGHT AFF (PAN /ELEVATION (DETAIL ab'3HI 8 WVP 11IS COMPACTOR LEVEL — TSO BUILDING CONTINUED FROM A016 CO5 -102 62 6" DIA CEILING E050 E049 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 63 6" DIA CEILING E050 E049 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 CO5 -105 60 4" DIA CEILING E050 E049 BRANCH CIRCUITS TO TIPPING FLOOR C06 —SUF > > > > > > 30 16" DIA FLOOR M114A :/M114A HEATING WATER /CONDUT CARRIER SIZE INDICATED IS CARRIER PIPE SIZE 31 2" DIA FLOOR M114A FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 32 12" X 12" FLOOR M114A FLOOR SINK 33 12" X 12" FLOOR M114A FLOOR SINK 34 12" DIA FLOOR M114A D /M114A COMPREESED AIR /CONDUT CARRIER SIZE INDICATED IS CARRIER PIPE SIZE 35 4" DIA FLOOR M114A 4" VENT PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER 36 4" DIA FLOOR M114A 4" VENT PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER 37 6" DIA FLOOR M114A 6" RAINWATER SUCTION PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER 38 6" DIA FLOOR M114A 6" RAINWATER SUCTION PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER C06 —007 31 6" DIA CEILING M115 SUPPLY DIFFUSER TO CO7 SIZE INDICATED IS NOMINAL DUCT SIZE 32 6 "x6" CEILING M115 EXHAUST GRILLE FROM CO7 SIZE INDICATED IS NOMINAL DUCT SIZE C06 —008 31 6" DIA CEILING M115 SUPPLY DIFFUSER TO C08 SIZE INDICATED IS NOMINAL DUCT SIZE 32 6 "x6" CEILING M115 EXHAUST GRILLE FROM CO8 SIZE INDICATED IS NOMINAL DUCT SIZE C06 —009 ■ 30 10 "x10" CEILING M115 RETURN GRILLE FROM C09 SIZE INDICATED IS NOMINAL DUCT SIZE 31 12" DIA CEILING M115 SUPPLY DIFFUSER TO CO9 SIZE INDICATED IS NOMINAL DUCT SIZE 46 2" DIA CEILING M114 FLOOR DRAIN CO6 (ABOVE C09) SIZE INDICATED IS DRAIN PIPE SIZE i C06 -116 43 4" DIA CEILING M114 4" VENT PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER 44 4" DIA CEILING M115 4" VENT PIPE SIZE INDICATED IS NOMINAL PIPE DIAMETER 46 2" DIA CEILING M114 FLOOR DRAIN IN 116 SIZE INDICATED IS DRAIN PIPE SIZE 06 -118 > 50 12" DIA CEILING M115 12" ROUND DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 51 36" DIA CEILING M115 36" ROUND DUCT SIZE INDICATED IS NOMINAL DUCT SIZE C07 —SUF 30 2" DIA FLOOR M114 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE (C07 /C08 —SUF 30 4" DIA FLOOR M111 4" SOIL WASTE PLUMBING CHASE BETWEEN C07 & C08 31 4" DIA FLOOR M111 4" SOIL WASTE PLUMBING CHASE BETWEEN C07 & C09 C08 —SUF 30 2" DIA FLOOR M114 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE STC -120 38 42 "x24" CEILING M103 DUCT RISER SIZE INDICATED IS NOMINAL DUCT SIZE 39 8" DIA CEILING M121 4" NPW INSULATED PIPE ELEV —SUW —SUF 31 2" DIA WALL M112 2" VENT SUB —GRADE WALL UP THROUGH FLOOR — BLOCKOUT LEVEL 1 — TRANSFER, NORTH & SOUTH PROCESSING 111 —SUF 30 SEE DWG FLOOR M102 TRENCH DRAIN SEE DETAILS A/M102 & B/M102 31 4" DIA FLOOR M102 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 32 4" DIA FLOOR M102 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 33 4" DIA FLOOR M102 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 34 SEE DETAIL FLOOR M111 3/M109 BOOT WASH 111 —SUW 30 8" DIA WALL M172 TIRE WASH WATER SUPPLY SIZE INDICATED IS PIPE DIAMETER 31 16" DIA WALL M172 TIRE WASH DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 32 8" DIA WALL M172 TIRE WASH WATER SUPPLY SIZE INDICATED IS PIPE DIAMETER 111 —EXW 35 4" DIA WALL M103 2" NPW INSULATED PIPE 111 —EXR 30 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 31 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 32 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 33 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 34 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 35 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 36 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 37 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 38 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 39 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 40 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 41 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 42 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 43 24 "x24" CEILING M105 EXHAUST INLET SIZE INDICATED IS NOMINAL DUCT SIZE 44 40 "x40" CEILING M105 M138 DUST COLLECTION INTAKE SIZE INDICATED IS NOMINAL DUCT SIZE 45 40 "x40" CEILING M105 M138 DUST COLLECTION INTAKE SIZE INDICATED IS NOMINAL DUCT SIZE 46 4" DIA CEILING M105 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 47 4" DIA CEILING M105 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 48 4" DIA CEILING M105 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 111 -112 01 3'x1' WALL S138 1/5145 — — — SCUPPER 02 3'x1' WALL S138 1/S145 — — — SCUPPER 03 3'x1' WALL S138 1/5145 — — — SCUPPER 04 3'x1' WALL S138 1/5145 — — — SCUPPER 05 3'x1' WALL S138 1/S145 — — — SCUPPER 06 3'x1' WALL S138 1/5145 — — — SCUPPER 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON DESIGNED S. FISCHER DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C A REV 6/10/10 1/8/10 1/ 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 OPENING SCHEDULE FROM — TO NOMINAL SIZE LEVEL 1 — 60� vas 111 -112 112 —SUF 112 —EXW 112 —EXR 112 -114 112 -115 114 —SUF 115 —SUF 115 —EXW 120 —EXW 120 —EXR 401 —SUF 401 —EXW 401 —EXR 101 101 -102 101 -109 102 -103 102 -106 102 -212 102 -215 103 103 -104 103 -105 La King County Department of Natural Resources and Parks Solid Waste Division TRANS 07 08 09 10 11 12 30 31 32 33 34 30 31 32 33 30 31 32 30 30 31 32 33 30 31 32 30 30 34 30 31 32 33 34 32 30 31 30 102 -213 FER, NORTH & 3'x1' 3'x1' 3'x1' 3'x1' 3'x1' 3'x1' 4" DIA 4" DIA 4" DIA 4" DIA 4" DIA 4" DIA 4" DIA 4" DIA 4" DIA 8" DIA 8" DIA 8" DIA 12 "x6" 6" DIA 3" DIA 3" DIA 10" DIA 6" DIA 6" DIA 3" DIA 12 "x12" 96 "x48" 4" DIA 4" DIA 6" DIA 4" DIA 4" DIA 4" DIA 48 "x48" 4" DIA 4" DIA LOCATION w m SOUTH PROCESS WALL S138 WALL S138 WALL S138 WALL S138 WALL S138 WALL S138 FLOOR M101 FLOOR M101 FLOOR M101 FLOOR FLOOR CEILING CEILING CEILING CEILING CEILING CEILING CEILING WALL FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR FLOOR WALL WALL CEILING FLOOR FLOOR FLOOR FLOOR FLOOR WALL CEILING CEILING 48 "x6" WALL 4" DIA WALL 48 "x6" WALL 4" DIA WALL 15" DIA WALL DETAIL /SECTION M1 M103 M105 M105 M105 M105 M194 M194 M194 753 9th Avenue N Seattle, WA 98109 (206) 286 -1640 www,kpg,com J w NTINUED 1/S145 1/ 1/S 1/5145 1/5145 1/5145 M101 M108 M101 M101 M193 M101 M101 M101 M108 M104 M105 M101 M101 M101 M102 M102 M108 M105 M105 10" DIA CEILING I M126 M123 M123 M125 M125 M125 XPQ 1117 Broadway Suite 501 Tacoma, WA 98402 (253) 627 -0720 6/A176 CO ¢ 8/A176 EQUIPMENT LEVEL — TSO BUILDING ) 30 6 "x6" 34 I 4" DIA 35 31 32 33 60 61 36 "x6" 18 "x16" 15" DIA 24 "x24" 6" DIA 6" DIA WALL WALL WALL WALL CEILING I CEILING 62 63 37 38 6" DIA 6" DIA 4" DIA 2" DIA CEILING CEILING CEILING CEILING 30 31 32 32 36 37 38 35 36 6 "x6" 8 "x6" 4" DIA 8 "x6" 4" DIA 4" DIA 4" DIA 2" DIA 2" DIA WALL CEILING WALL WALL WALL WALL WALL WALL CEILING CEILING I M124 4" SOIL WASTE M124 M122 M123 M122 E108 E108 E049 E049 I I I FIVE (5) RACKED PIPES LINED SUPPLY DUCT VENTILATION AIR SUPPLY DUCT RETURN GRILLE OPENING E108 El 08 M123 M123 E049 E049 4" SOIL WASTE FLOOR DRAIN M122 M122 M124 M122 M124 M124 M192 M124 M124 SUPPLY DIFFUSER TO 103 EXHAUST DUCT 4" SOIL WASTE EXHAUST DUCT 1-1/2" TEPID WATER 2" DOMESTIC COLD WATER 1" DOMESTIC HOT WATER SHOWER DRAIN FLOOR DRAIN SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE INTO ROOM 104 PLUMBING CHASE JUN 1 4 2010 C J Cn 7/A176 103 -217 CONTINUED ON A017A DESCRIPTION NOTES SCUPPER SCUPPER SCUPPER SCUPPER SCUPPER SCUPPER METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 2" NPW INSULATED PIPE 3 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN FIRE SPRINKLER SUBJECT TO FIRE SPRINKLER DESIGN EF —T10 EXHAUST WALL CAP CLEANOUT HUB DRAIN SUPPLY DIFFUSER SUPPLY DUCT SEVEN (7) RACKED PIPES 4" SOIL WASTE SEVEN (7) RACKED PIPES 4" SOIL WASTE VENTILATION AIR SUPPLY DUCT SIZE INDICATED IS NOMINAL WALL CAP SIZE SIZE INDICATED IS NOMINAL PIPE DIAMETER SIZE INDICATED IS DRAIN PIPE SIZE FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE FIRE SPRINKLER RISER SUBJECT TO FIRE SPRINKLER DESIGN CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER HUB DRAIN SIZE INDICATED IS NOMINAL PIPE DIAMETER S FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE INTAKE LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE INTAKE LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER BACKWATER VALVE CLEANOUT SIZE INDICATED IS NOMINAL PIPE DIAMETER C LEAN 0 UT SIZE INDICATED IS NOMINAL PIPE DIAMETER METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE { METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER EF —T11 EXHAUST LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER SUPPORTED ON COMMON TRAPEZE SUPPORT SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SUPPORTED ON COMMON TRAPEZE SUPF SIZE INDICATED IS NOMINAL DUCT SIZE SIZE INDICATED IS NOMINAL DUCT SIZE SUPPORTED ON COMMON TRAPEZE SUPF SIZE INDICATED IS NOMINAL DUCT SIZE o RHEVIEWED FOR CODECOMPLIANCt APPROVED AUG 0 3 2010 ORT cit o f Tukwila SIZE INDICATED IS NOMINAL DUCT SIZE NO D IVISION SIZE INDICATED IS NOMINAL DUCT SIZE J TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 TELECOMM CONDUIT, 4" CONDUIT ALIGNS INSIDE WALL, T332 SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS DRAIN PIPE SIZE SIZE INDICATED IS NOMINAL DUCT SIZE INSULATED INSULATED INSULATED RECEIVED SIZE INDICATED IS DRAIN PIPE SIZE PERMIT CENTtK SIZE INDICATED IS DRAIN PIPE SIZE SITE FACILITIES CONTRACT ARCHITECTURAL GENERAL OPENINGS SCHEDULE C00405C09 SHT. OF: 324 619 DRAWING NUMBER: A017 W 0 C, N 4) C,) G w 0 J �—" LL 0 U 0 w C J C!) J Z U- i 3 OPENING SCHEDULE FROM — TO N N0. N N D DESCRIPTION N NOTES PENET TYPE PENET TYPE HEIGHT AFF PLAN /ELEVATION DETAIL GVJ H 8 WVf 11IS EQUIPMENT LEVEL — ISO BUILDING CONTINUED FROM A017 103 - 218 3 31 8 8" DIA C CEILING M M124 F FIRE SPRINKLER A ALLOCATED SPACE FOR SPRINKLER RISER 32 8 8" DIA C CEILING M M124 F FIRE SPRINKLER A ALLOCATED SPACE FOR SPRINKLER RISER 33 8 8" DIA C CEILING M M124 F FIRE SPRINKLER A ALLOCATED SPACE FOR SPRINKLER RISER 34 2 2" DIA C CEILING M M124 F FLOOR DRAIN S SIZE INDICATED IS DRAIN PIPE SIZE 104 3 30 1 13 "x10" C CEILING M M122 C CEILING EXHAUST FAN S SIZE INDICATED IS NOMINAL FAN SIZE 105 -110 3 30 8 8 "x6" W WALL M M122 E EXHAUST DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 31 4 4 "DIA W WALL M M124 2 2" NPW I INSULATED 32 4 4" DIA W WALL M M124 1 1-1/2" TEPID WATER I INSULATED 105 -112 3 33 8 8 "DIA W WALL M M193 F FIRE SPRINKLER S SUBJECT TO FIRE SPRINKLER DESIGN 34 8 8" DIA W WALL M M193 F FIRE SPRINKLER S SUBJECT TO FIRE SPRINKLER DESIGN 106 -215 3 30 2 2" DIA C CEILING M M124 S SHOWER DRAIN S SIZE INDICATED IS DRAIN PIPE SIZE 107 -109 3 30 3 36 "x36" W WALL M M126 T TRANSFER GRILLE OPENING S SIZE INDICATED IS NOMINAL GRILLE SIZE 31 3 36 "x20" W WALL M M126 E EXHAUST GRILLE OPENING S SIZE INDICATED IS NOMINAL GRILLE SIZE 108 —EXW 3 30 4 48" DIA C CEILING M M127 D DUST COLLECTOR EXHAUST OUT S SIZE INDICATED IS NOMINAL DUCT SIZE 31 3 36" DIA C CEILING M M127 C COMPACTOR LEVEL EXHAUST OUT S SIZE INDICATED IS NOMINAL DUCT SIZE 108 —EXR 3 31 4 4" DIA C CEILING M M105 4 4" METHANE VENT THRU ROOF 32 4 40" DIA C CEILING M M104 D DUST COLLECTOR INTAKE IN 108 -109 3 31 3 36" DIA W WALL M M126 E EXHAUST DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 32 8 8" DIA W WALL M M125 4 4" NPW . I INSULATED PIPE 33 4 4" DIA W WALL M M125 1 1 -1/2" TEPID WATER I INSULATED PIPE 108 -111 3 30 4 4" DIA W WALL M M103 2 2" NPW I INSULATED PIPE 31 8 8" DIA W WALL M M125 4 4" NPW I INSULATED PIPE 32 4 4" DIA W WALL M M124 1 1-1/2" TEPID WATER I INSULATED PIPE 33 8 8 "DIA W WALL M M194 F FIRE SPRINKLER S SUBJECT TO FIRE SPRINKLER DESIGN 34 8 8" DIA W WALL M M194 F FIRE SPRINKLER S SUBJECT TO FIRE SPRINKLER DESIGN 108 -205 3 30 6 6" DIA W WALL M M137 2 2" CWR I INSTALL THRU WALL W/ ACOUSTIC WALL SEAL 31 6 6" DIA W WALL M M137 2 2" CWS I INSTALL THRU WALL W/ ACOUSTIC WALL SEAL 109 —EXW 3 30 S SEE NOTE W WALL M M126 1 1,4/A17E 3 3/A176 2 2/A173 I INTAKE LOUVER 1 19' -6" WIDE x 5' -2" HIGH 31 S SEE NOTE W WALL M M126 1 1/A176 3 3/A176 2 2/A176 E EXHAUST LOUVER 2 28' -1" WIDE x 8' -0" HIGH 109 -116 3 32 1 13 "x10" C CEILING M M126 C CEILING EXHAUST FAN S SIZE INDICATED IS NOMINAL FAN SIZE 109 -119 3 30 6 6" DIA C CEILING M M126 S SUPPLY DIFFUSER S SIZE INDICATED IS NOMINAL DUCT SIZE 109 -202 6 60 4 4" DIA C CEILING E E109 F FEEDER TO 2T1 — 2-1/2", P028 109 -207 3 32 4 4" DIA W WALL M M124 4 4" SOIL WASTE I INTO ROOM 207 PLUMBING CHASE 110 —SUF 3 30 2 2" DIA F FLOOR M M112A F FLOOR DRAIN S SIZE INDICATED IS DRAIN PIPE SIZE 110 3 30 1 13 "x10" C CEILING M M122 C CEILING EXHAUST FAN S SIZE INDICATED IS NOMINAL FAN SIZE 110 -111 3 31 4 4" DIA W WALL M M124 1 1 -1/2" TEPID WATER I INSULATED PIPE 32 4 4" DIA W WALL M M124 2 2" NPW I INSULATED PIPE 110 -120 3 31 1 12 "x12" W WALL 7 7' -0" M M122 E EXHAUST LOUVER S SIZE INDICATED IS NOMINAL DUCT SIZE 116 —UP 3 30 8 8" DIA C CEILING M M124 4 4" NPW UP THRU CHASE LID I INSULATED PIPE 31 8 8" DIA C CEILING M M124 4 4" VENT UP THRU CHASE LID I INSULATED PIPE LEVEL 2 — TSO BUILDING 201 -202 3 30 18" DIA W WALL M M133 S SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 31 24 "x24" W WALL M M134 R RETURN AIR OPENING S SIZE INDICATED IS NOMINAL DUCT SIZE 202 —CH1 3 37 16" DIA W WALL M M133 V VENTILATION AIR SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 202 -203 3 38 16" DIA W WALL M M133 S SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 202 -220 3 32 14" DIA W WALL M M133 S SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 33 16" DIA W WALL M M133 R RETURN DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 34 14" DIA W WALL M M133 S SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 35 12" DIA W WALL M M133 S SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 36 26 "x18" W WALL M M133 R RETURN AIR DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 60 4" DIA W WALL 1 10' -6" E E116 F FEEDER TO 2T1 — 2 -1/2 ", P028 203 —CH1 3 30 16" DIA W WALL M M133 V VENTILATION AIR SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 203 -220 3 31 26 "x18" W WALL M M133 T TRANSFER AIR OPENING S SIZE INDICATED IS NOMINAL DUCT SIZE 204 -205 3 30 10" DIA W WALL M M133 R RETURN DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 204 -220 3 31 10" DIA W WALL M M133 S SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE > 2 205 -206 3 32 12" DIA W WALL M M133 R RETURN DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 205 -220 3 33 10" DIA W WALL M M133 S SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 206 -220 3 33 16" DIA W WALL M M133 R RETURN DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 34 14" DIA W WALL M M133 S SUPPLY DUCT S SIZE INDICATED IS NOMINAL DUCT SIZE 60 5" DIA W WALL 9 9' -6" E El 16 T TELECOMM CONDUIT, 4" SLEEVE, T332 61 5" DIA W WALL 9 9' -6" E El 1 6 T TELECOMM CONDUIT, 4" SLEEVE, T332 62 5" DIA W WALL 9 9' -6" E El 16 T TELECOMM CONDUIT, 4" SLEEVE, T332 OPENING SCHEDULE FROM — TO N0. NOMINAL SIZE LOCATION DETAIL /SECTION DESCRIPTION NOTES 1)( 09, ociPs LEVEL 2 — TSO BUILDING CONTINUED 208 32 6 "x6" CEILING M133 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 208 -209 33 10" DIA WALL M133 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 208 -210 34 12" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 35 6" DIA WALL M133 EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 208 -220 36 14" DIA WALL M133 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 209 -210 36 12 "x8" WALL M134 TRANSFER OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 210 —EXR 31 6" DIA CEILING M132 M132 EXHAUST DUCT UP TO ROOF CAP RC —T1 SIZE INDICATED IS NOMINAL DUCT SIZE 210 -211 30 6" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 211 30 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 211 —EXR 31 14" DIA CEILING M105 M132 DUCT RISER TO EF —T4 SIZE INDICATED IS NOMINAL DUCT SIZE 212 30 8 "x8" CEILING M133 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 31 6" DIA _ CEILING M133 SUPPLY DIFFUSER SIZE INDICATED IS NOMINAL DUCT SIZE 212 —EXR 32 4" DIA CEILING M105 M136 4" PLUMBING VENT THRU ROOF SIZE INDICATED IS VENT PIPE SIZE 212 -213 33 12" DIA WALL M132 EXHAUST DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 34 14" DIA WALL M133 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 212 -219 35 16" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 36 8 "x6" WALL M132 WALL SUPPLY REGISTER SIZE INDICATED IS NOMINAL REGISTER SIZE 60 6" DIA WALL 9' -6" El 16 TELECOMM CONDUIT, 4 ", T332 61 6" DIA WALL 9' -6" E116 TELECOMM CONDUIT, 4 ", T332 , 62 6" DIA WALL 9' -6" El 16 TELECOMM CONDUIT, 4 ", T332 63 6" DIA WALL 9' -6" El 16 TELECOMM CONDUIT, 4 ", T332 213 30 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 31 6" DIA CEILING M132 4" PLUMBING VENT THRU ROOF SIZE INDICATED IS VENT PIPE SIZE 213 -219 32 8 "x6" WALL M132 WALL SUPPLY REGISTER SIZE INDICATED IS NOMINAL REGISTER SIZE 33 14" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 214 -215 30 8" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 215 31 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 216 -217 30 12" DIA WALL M132 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE 217 31 8 "x8" CEILING M132 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 218 31 8 "x8" CEILING M132 _ EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE SCALE FACILITY — SCALEHOUSE SUF —CRAWL 30 2" DIA FLOOR M301 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 31 2" DIA FLOOR M301 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 32 4" DIA FLOOR M301 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER CRAWL —SUW 30 6" DIA SLEEVE M302 REFRIGERATION SLEEVE CRAWL 31 12 "x12" WALL M302 DUCT OPENING SIZE INDICATED IS NOMINAL DUCT SIZE CRAWL —CHASE 32 20 "X10" FLOOR M302 SUPPLY DUCT SIZE INDICATED IS NOMINAL DUCT SIZE CRAWL -501 33 9" DIA FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 34 9" DIA FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 35 9" DIA FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 36 9" DIA FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE CRAWL -503 01 2'x2' FLOOR 37 9" DIA FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 38 16 "x8" FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 39 16 "x8" FLOOR M302 FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE 40 16 "x8" FLOOR M302 _ FLOOR REGISTER SIZE INDICATED IS NOMINAL FLOOR REGISTER SIZE _ 501 —EXR 33 4" DIA CEILING M301 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 501 —ATTIC 41 10" DIA CEILING M302 DUCT RISER SIZE INDICATED IS NOMINAL DUCT SIZE 42 10" DIA CEILING M302 DUCT RISER SIZE INDICATED IS NOMINAL DUCT SIZE 503 —ATTIC 01 2'- 6 "x4' -6" CEILING REVIEWED FOR 503 -505 51 20 "x20" DOOR M302 DOOR GRILLE CODE COMPLIANCE 52 20 "x20" DOOR M302 DOOR GRILLE aPPRfVFD 504 —ATTIC 47 6 "x6" CEILING M302 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE RUC 0 3 2010 505 —ATTIC 48 16 "x16" CEILING M302 RETURN GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 506 —ATTIC 49 6 "x6" CEILING M302 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE 507 —ATTIC 50 6 "x6" CEILING M302 EXHAUST GRILLE OPENING SIZE INDICATED IS NOMINAL GRILLE SIZE CikOIla ATTIC —EXW 45 24 "x24" WALL M302 LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE, BulwiNcipivisinN 46 24 "x12" WALL M302 LOUVER SIZE INDICATED IS NOMINAL LOUVER SIZE • ATTIC —EXR _ 44 14" DIA _ ROOF M302 FRESH AIR INTAKE DUCT SIZE INDICATED IS NOMINAL DUCT SIZE RECYCLING BUILDING RECEIVED 601 —SUF 31 SEE DWG FLOOR M401 A /M401 TRENCH DRAIN JUN 14 20111 32 2" DIA FLOOR M401 FLOOR DRAIN SIZE INDICATED IS DRAIN PIPE SIZE 33 4" DIA FLOOR M401 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETERI'tKNIIFCkNTEI 34 4" DIA FLOOR M401 METHANE VENT SIZE INDICATED IS NOMINAL PIPE DIAMETER 601 —EXR 35 4" DIA CEILING M401 4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 36 4" DIA CEILING M401 _4" METHANE VENT THRU ROOF SIZE INDICATED IS NOMINAL PIPE DIAMETER 1 PENET TYPE HEIGHT AFF (PLAN /ELEVATION DETAIL aV3Hl 8 WVf 11IS U- w U) U) N E 6079 REGISTERED ARCHITECT DO GLAS L. BRINLEY STATE OF WASHINGTON DESIGNED DRAWN S. FISCHER J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE CC CC CC CC CHK'D DB DB DB DB APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 1KPC+ 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: SHT. 325 C00405C09 OF: DRAWING NUMBER: A017A 619 J Z A • I lE1117-" LII I Wynn- 1E1 I n 1 7 WATERSTOP 4 4 6079 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OF WASHINGTON RECEIVING FLOOR ( 1 1 1 ) Z1 4 6" 4. MEMBRANE DETAIL AT TIPPING WALL TRANSFER BUILDING SCALE: 1" = DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 6 4 . L CONCRETE SLAB AND WALLS A REV 6" II II II II II Ir 1 II TIPPING FLOOR 4 6/10/10 1/8/10 1/8/10 7/31/09 DATE 4 itl$W 1-11111EI II 6" 4 . 11=1 4 4' —III A 11 7 :11 — 1-111-11-1E-111-111-111-111-111—ffi—ffi-111-111-111-111-111-111-111-111-111 - ; - - i -Tif i ll1411= 111 14-F i tti f I T I I I L i l l I 1,- I I 7 7 II= III III 111 111 7- 111 :7- 11 - 1 -- = dir-7-7,111T-74111-411ITTI 1 1 - 1;_fil = 1 --Li fil l--Li llt -LI FITET T 1 :7-111 r FLOOR RECESS DETAIL SCALE: 1" = 4 ...z CC CC CC CC CHK'D DB DB DB DB APP'D 4 - 7 I I I I IH 4 4 I I I GAS COLLECTION DUCT METHANE MITIGATION MEMBRANE WATERSTOP 4 WATERSTOP METHANE MITIGATION MEMBRANE CONCRETE FOOTING WATERSTOP CONCRETE FOOTING WATERSTOP 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 4 4 MEMBRANE TERMINATION EXTERIOR FOOTING SCALE: 1 -1 /2" = 1 MEMBRANE TERMINATION EXTERIOR FOOTING SCALE: 1 -1 /2" = CONCRETE SLAB METHANE MITIGATION SYSTEM 4 v\_ LI LI CONC SLAB MITIG SYST RETE AN E ATION EM LAI King County Department of Natural Resources and Parks Solid Waste Division FIRE STOPPING 6"0 PIPE SLEEVE 4' ABS PIPE TO ROOF METHANE MITIGATION MEMBRANE 4 SCALE: 1" = 1 -0" SCALE: 1 -1 /2" = 1 -0" METHANE MITIGATION MEMBRANE LI 1-11 1 1=1 I 1=1 I 1=1 I PIPE CLAMP DETAIL GAS COLLECTION DUCT SCALE: 1 -1 /2" = - 111=111 VENT TO DUCT DETAIL CONC SLAB LI GEOTEXTILE DUCT 4"0 ABS PIPE TO ROOF PIPE COUPLER MEMBRANE ADHESIVE PIPE CLOSURE LI METHANE MITIGATION MEMBRANE GAS COLLECTION DUCT METHANE MITIGATION MEMBRANE ADAPTER P&OcNN IC.PC4 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' SLEEVE 4"0 ABS PIPE TO ROOF FOUNDATION WALL FIRESTOP SEALANT W/ MINERAL WOOL 6"0 SLEEVE WATERSTOP RIGID INSULATION z COMPACTOR BAY ( CO1 ) • . 4 VENT RISER 0 __ RECEIVING FLOOR 6" : ■• . FOUNDATION WALL SCALE: 1/2" = DUCT ROUTING THRU INTERIOR FOOTING SCALE: 1 -1 /2" = 1 '-O" . , 4 4 Hfl „,111 III III MEMBRANE DETAIL INSULATED SLAB SCALE: 1 -1 /2” = 4. 'o • 4 FOOTING iiip I III-Ell IL _ 111-111-111-111-111-1 11 ADAPTER GAS COLLECTION DUCT METHANE MITIGATION MEMBRANE CONDENSATE TRAP, DRAIN TO FOOTING DRAIN 4 4 1 1— BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING METHANE BARRIER DETAILS CONCRETE SLAB 3"0 ABS PIPE GAS COLLECTION DUCT ADAPTER CONCRETE SLAB METHANE MITIGATION MEMBRANE MEWED FOR ECOMPLIANC APPROVED AUG 0 3 2010 City of Tukwila ILDING DI VlSI ECEIVED RIGID INSULATION JUN 1 4 2010 1 3 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 410 619 DRAWING NUMBER: A196 LL MECHANICAL LEGEND SYMBOL DESCRIPTION WATER FLOW METER ® - e 4 THERMOMETER IN THERMOWELL • CA PRESSURE GAUGE WITH SNUBBER AND ISOLATION VALVE W� POINT OF CONNECTION PRESSURE SWITCH - PS NON - POTABLE WATER NPW SURFACE CLEANOUT ® PRESSURE SENSOR C HOT WATER • (140 - -140 TEMPERATURE SENSOR IN THERMOWELL HOT WATER CIRCULATING (120 --- M II MOTORIZED CONTROL VALVE I VENT --I I- RAIN WATER MOTORIZED BUTTERFLY VALVE ROOF TOP DUCT SUPPORT (SLIP) LEACHATE WASTE FLOW CONTROL VALVE "-- FCV ■ # NUMBER, POUND © M ' -. '-E N •', = IN' A lig SERVED. CO # TEMPERATURE SENSOR WITH LOCAL ADJUSTMENT. # INDICATES EQUIPMENT SERVED 0 # THERMOSTAT, # INDICATES EQUIPMENT SERVED R # REVERSE ACTING THERMOSTAT # INDICATES EQUIPMENT SERVED ® # MOTION SENSOR # INDICATES EQUIPMENT SERVED # CARBON MONOXIDE SENSOR # INDICATES EQUIPMENT SERVED C HEATING WATER SUPPLY # CARBON DIOXIDE SENSOR # INDICATES EQUIPMENT SERVED # NITROUS OXIDE SENSOR # INDICATES EQUIPMENT SERVED ® # SPEED CONTROLLER # INDICATES EQUIPMENT SERVED FOS --0- )-. 8 1 2 . N. cif s / CFM SIDEWALL SUPPLY REGISTER MEDIUM PRESSURE HIGH VOLUME MISTING 0 SWR SIDEWALL RETURN REGISTER I ' -i cFM r 1 0/4L DUCT (WIDTH, HEIGHT), L INDICATES LINED DUCT (DIMENSIONS CLEAR INSIDE) D F DUCT (FIRST FIGURE, SIDE SHOWN) HYDRAULIC OIL �C 20/12 CONDENSATE � LINED DUCT, INSIDE DIMENSION (FIRST FIGURE, SIDE SHOWN) 1 LINER EXCEPT WHERE INDICATED, I.E. 20/12L (2") ( 20/12L PIV POST INDICATIOR VALVE W/ TAMPER SWITCH pd -111-- 0 DUCT SECTION (SUPPLY) �1 BUTTERFLY VALVE DUCT SECTION (EXHAUST, RETURN, OR OUTSIDE AIR) Q5 ROUND DUCT, ROUND VOLU E ' P - r U VOLUME DAMPER (MANUAL) W/ REMOTE OPERATOR R wwwwwwwwww w W w ■ ■ FLEXIBLE CONNECTION BALANCE VALVE 115151%- FLEXIBLE DUCT FF. "W CFM CD-ii INDICATES TYPE OF DIFFUSER PER SCHEDULE PRESSURE REGULATOR CRG CEILING RETURN, EXHAUST OR TRANSFER GRILLE OR REGISTER PDI CFM -'A' I FIRE DAMPER POINT OF CONNECTION �► COMBINATION FIRE /SMOKE DAMPER SR CORRIDOR COMBINATION FIRE /SMOKE DAMPER •— MECHANICAL LEGEND SYMBOL DESCRIPTION COMPRESSED AIR CA - e UNDERGROUND PNEUMATIC RACEWAY A • CA COMPRESSED AIR OUTLET W� POINT OF CONNECTION COLD WATER - FCO NON - POTABLE WATER NPW SURFACE CLEANOUT HOT WATER (120 -- HOT WATER • (140 - -140 NOTES THIS SHEET) HOT WATER CIRCULATING (120 --- 3" WASTE I VENT S RAIN WATER RW ROOF TOP DUCT SUPPORT (SLIP) LEACHATE WASTE LW "-- RAINWATER SUCTION RWS � -mi. ∎ ■ ....■ — - TEPID WATER (85 TW TEPID WATER RETURN TWR CONDENSER WATER SUPPLY CWS CONDENSER WATER RETURN CWR HEATING WATER SUPPLY HWS HEATING WATER RETURN HWR FUEL OIL SUPPLY (B20) FOS FUEL OIL RETURN (B20) FOR MEDIUM PRESSURE HIGH VOLUME MISTING MPHV HIGH PRESSURE LOW VOLUME MISTING HPLV FIRE SPRINKLER F HYDRAULIC OIL �C HO CONDENSATE � C ( - FIRE DEPARTMENT PUMPER CONNECTION PIV POST INDICATIOR VALVE W/ TAMPER SWITCH pd -111-- UNION CHECK VALVE �1 BUTTERFLY VALVE BALL VALVE --{� RELIEF OR SAFETY VALVE GATE VALVE D4 BALANCE VALVE ~ REDUCED PRESSURE BACKFLOW PREVENTER —r PRESSURE REGULATOR SOLENOID VALVE I PDI WATER HAMMER ARRESTOR. LETTER INDICATES PLUMBING & D INSTIT SIZE. -'A' I -41 POC POINT OF CONNECTION �► THRUST BLOCK SEE D MECHANICAL LEGEND SYMBOL DESCRIPTION REFRIGERANT LINE SET • - e - ■ IIW VELOCITY SENSOR w - w POC W� POINT OF CONNECTION WCO WALL CLEANOUT FCO FLOOR CLEANOUT CO SURFACE CLEANOUT METHANE VENT C th OPENING NUMBER (SEE OPENING NOTES THIS SHEET) A ROOF TOP DUCT SUPPORT (ANCHORED) I S ROOF TOP DUCT SUPPORT (SLIP) "-- www � -mi. ∎ ■ ....■ — - Cri GENERAL NOTES 1. WHERE CONNECTIONS TO EXTERIOR UTILITIES ARE INDICATED, RESPECTIVE DIV. 21, DIV. 22, DN. 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 SEISMIC ISOLATION NOTES SEE DWG A103 AND ASSOCIATED REFERENCED DRAWINGS FOR SEISMIC ISOLATION NOTES AND REQUIREMENTS. 2. IN ALL LOCATIONS WHERE MECHANICAL ITEM PENETRATE THROUGH SEISMIC JOINTS, WHETHER SPECIFICALLY INDICATED ON THE DRAWINGS OR NOT, PROVIDE FLEXIBLE TRANSITIONS WHICH PERMITS THE MOTIONS SET FORTH IN THE STRUCTURAL DRAWINGS AND MAINTAINS THE FIRE RATINGS OF THE WALL, FLOOR OR ROOF ASSEMBLIES PENETRATED. 'PG oq s REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 City of T ikwiI BUILDING DIVISIfN RECEIVED JUN 14 2010 PERMIT CENTER DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL LEGENDS PROJECT NUMBER: C00405C09 SHT. OF: 454 619 DRAWING NUMBER: M01 1 V 0 w O U- w CO C ) 0 c J J 0 C/) Ct W L.L 0 O U- 0 w C/) C!) -J z U- PLUMBING FIXTURE SCHEDULE SYMBOL DESCRIPTION W V CW HW REMARKS ELECTRICAL P -1 WALL HUNG FLUSH VALVE WATER CLOSET 4 2 1 - DUAL FLUSH 1.6/1.1 GAL FLUSH 15 P -1A WALL HUNG FLUSH VALVE WATER CLOSET 4 2 1 - DUAL FLUSH ADA COMPLIANT 1.6/1.1 GAL FLUSH COMMERCIAL RECEIVING FLOOR 11 -Sell H P -1B FLOOR MOUNT FLUSH VALVE WATER CLOSET 4 2 1 - DUAL FLUSH ADA COMPLIANT 1.6/1.1 GAL FLUSH - P -2 WALL HUNG URINAL -1 PINT FLUSH 2 1 -1/2 1/2 - SENSOR FLUSH 1 -PINT FLUSH - P -2A WALL HUNG URINAL -1 PINT FLUSH 2 1 -1/2 1/2 - SENSOR FLUSH ADA COMPLIANT 1 -PINT FLUSH - P -3 WALL HUNG LAVATORY 1-1/2 1-1/2 1/2 1/2 ADA COMPLIANT SENSOR FAUCET 0.5 GPM P -3A CO UNTERTOP LAV 1 -1/2 1 -1/2 1/2 1/2 ADA Ft 1S81 SOR PM FAUCET TIPPING FLOOR 112 SO UTH P - 4 SINGLE COMPARTMENT SINK W/ DISHWASHER HOOK UP, DISPOSAL & HOT WATER DISPENSER 2 1-1/2 / 1/2 / 1/2 ADA COMPLIANT 1.5 GPM 3 /4HP 750W 120/1 PH P -4A SINGLE COMPARTMENT SINK W/ DISHWAHER HOOKUP & HOT WATER DISPENSER 2 1 -1/2 1/2 1/2 1/ ADA COMPLIANT 1.5 GPM 750W 120/1 PH P -5 FLOOR MOUNT UTILITY SINK 3 2 1/2 1/2 2.5 GPM I TERA V. 22 13-1" . DUAL LEVEL DRINKING FOUNTAIN 1_1/2 1 -1/2 1/2 - ADA COMPLIANT COMPACTOR BAY CO1 P -6A DUAL LEVEL DRINKING WATER COOLER 1 -1/2 1 -1/2 1/2 - ADA COMPLIANT 1/3 HP 120/1 PH P -7 SHOWER 2 1 -1/2 1/2 1/2 ADA COMPLAINT 2.0 GPM NO P -8 REFRIGERATOR ICE MAKER SUPPLY _ LOADING AREA 109 3/4 _ W/ BACKFLOW C INTEG pry 22 ASSEMBL J BW -T1 BOOT WASH 2 1 -1/2 3/4 - NPW SUPPLY BAS CONTROL 120/1 ESEW - 1 EMERGENCY SHOWER /EYEWASH NO _ - 1 -1/4" TEPID WATER 3.26 WATTS /FT ®14 F AMBIENT ESEW -2 EW -1 EMERGENCY SHOWER /EYEWASH • 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 / 4 - NO VACUUM ' C NO BREAKER FD -1 FLOOR DRAIN * * - - SIZE AS NOTED ON DRAWINGS W/ TRAP PRIMER & TRAP SEAL DIV. 26 FD -2 FLOOR DRAIN HEAVY DM * * - - SIZE AS NOTED ON DRAWINGS W/ TRAP PRIMER & TRAP SEAL 120/1 FD-3 FLOOR DRAIN W/ SEDIMENT BASKET * * - - SIZE AS NOTED ON DRAWINGS W/ TRAP 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 - ' • CO 'A • - BAY VAULTS N0.1 OR NO.2 INTEGRAL DIV. 22 BD-2 BASKET DRAIN 6" - - - I . D TO COMPACTOR BAY VAULT NO.2 15 AD -1 AREA DRAIN 6" 3" _ _ AASHTO HS20 COMPLIANT - TRENCH DRAIN - - - - -. " :. ASHTO HS2O COMPLIANT HEAT TRACE SCHEDULE SYMBOL CHROMALOX MODEL NO. LOCATION ELECTRICAL LOAD SHEDDING REMARKS WATTAGE FLA V /PH STARTER DISCONNECT _1 RTAS WITH SRF 3 -1C SELF HAUL TIPPING FLOOR 112 -SE 3.26 WATTS /FT ®14 ° F AMBIENT 15 120/1 INTEGRAL DN. 22 DIV. 26 NO 60.0 HT -2 RTAS WITH SRF 5 -1 C COMMERCIAL RECEIVING FLOOR 11 -Sell H 3.26 WATTS /FT ®14 F AMBIENT 15 120/1 I;icL TERA V. 22 DIV. 26 NO U1 _ _ RTAS WITH SRF 5-1C COMMERCIAL RECEIVING FLOOR 3.26° WATTS /FT F AMBIENT 014 15 120/1 INTEGRAL DIV 22 DIV. 26 NO O1 HT -3 RTAS WITH SRF 5 -1 C SELF HAUL TIPPING FLOOR 112 -SW 3.26 WATTS /FT 014 AMBIENT 15 120/1 INTEGRAL pIV 22 DIV. 26 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 01 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 HT -5 RTAS WITH SRF 5 COMPACTOR BAY EXTENSION CO1A 3.26 FT WATTS / ®14 ° F AMBIENT 15 120/1 I TERA V. 22 DIV. 26 NO U1 -1C 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 01 HT-7 RTAS WITH SRF 5 -1 C MECHANICAL C06 3.26 WATTS /FT ®14 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO Oj HT-8 RTAS WITH SRF 5 -1C LOADING AREA 109 3.26 WATTS /FT 014 F AMBIENT 15 120/1 INTEG pry 22 DIV. 26 NO 01 HT -9 RTAS WITH SRF 3 -1 C TOP LOAD LEVEL -SPA 3.26 WATTS /FT 014 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO HT -10 RTAS WITH SRF 3 -1 C FUELING STATION 3.26 WATTS /FT ®14 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO HT -11 RTAS WITH. SRF 3 -1 C HOT LOAD PAD 3.26 WATTS /FT ®14 F AMBIENT 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO HT -12 RTAS WITH SRF 3 -1C WEST TRUCK PAD 3.26 WATTS /FT 014 F AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO HT -13 RTAS WITH SRF 3 -1C WEST TRUCK P ' ° ' D 3.26 WATTS /FT 014 AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO HT -14 RTAS WITH SRF 3 -1C WEST TRUCK PAD 3.26 WATTS /FT ®14 °F AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO 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 ®14 F AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO HT -17 RTAS WITH SRF 3 -1 C EAST TRUCK PAD 3.26 WATTS /FT X14 F AMBIENT - 120/1 INTEGRAL DIV. 22 DIV. 26 NO HTP -1 FPLSM 20212(15)100 MECH. ROOM C06 21,600 - 208/3 INTEGRAL DIV. 22 DIV. 22 NO ESEW -2 - COMPACTOR BAY CO1 500 15 120/1 INTEGRAL DIV. 22 DIV. 26 NO 05 MIXING VALVE SCHEDULE SYMBOL MANUFACTURER MODEL NO. LOCATION MIN. FLOW GPM PEAK FLOW GPM MAX PRESSURE DROP PSI TEMP. SETPOINT • F REMARKS MV -T1 MODEL 5 -400 MODEL TSO RISER ROOM 105 0.5 W/ RECIRCULATION 27.0 10 120 1 0 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 ® MV -R2 SPE MODEL SE -370 WARMING ROOM 206 0.5 5.0 20 85 DN. 23 MV -S1 SYMMONS MODEL 5 -220 ATTIC OUSE ATTIC 0,5 2.5 10 120 O5 6 KW 208/1 DN. 22 MAUF DIV. 26 NO 0 ® 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 LINE 1" 5 20 1/6 115/1 DIV. 23 DIV. 26 NO O1 CP -T2 GRUNDFOSS UPS- 26 -99 -BF TSO RISER ROOM 105 TEPID WATER IN UNE 1" 5 20 1/6 115/1 DN. 23 DN. 26 NO 0 WH -R1 ELECTRICAL WATER HEATER 50 GALLON WARMING ROOM 602 CLOSET 3/4 3/4 6 KW 208/1 DN. 22 MAUF DIV. 26 NO 0 ® WATER HEATER SCHEDULE SYMBOL _�...... WH -T1 DESCRIPTION .......su. ELECTRICAL WATER HEATER 119 GAL LOCATION _ TSO RIS ROOM CW HW _ ELECTRICAL LOAD SHEDDING REMARKS W V PH STARTER DISCONNECT 1 -1/4 1 -1/4 30 KW 480/3 DIV. 22 MNVUF. DIV. 26 YES 1 2 3 4 OOOO WH -T2 HEATER 119 A WATER RISER ROOM 105 1 -1/4 1 -1/4 30 KW 480/3 ' DIV. 26 YES 0O® 0 WH -S1 ELECTRICAL WATER HEATER 20 GAL SCALE HOUSE ATTIC 3/4 - - 3/4 - - 2500 KW - 120/1 DIV 22 MAN.UF. DN. 26 NO 0 ® B WH -R1 ELECTRICAL WATER HEATER 50 GALLON WARMING ROOM 602 CLOSET 3/4 3/4 6 KW 208/1 DN. 22 MAUF DIV. 26 NO 0 ® WASTEWATER VALVE SCHEDULE SYMBOL LOCATION MANUFACTURER MODEL NO. NORMAL POSITION FAIL POSITION VALUE SIZE VALVE TYPE REMARKS _1 COMPACTOR LEVEL DRY VALVE VAULT DEZURK PEC,8,F1,CI,NBR,CR W/ GS- 12 -SC10A PNEUMATIC ACTIVATOR OPEN OPEN 8" ECCENTRIC PLUG CONTROL VALVE, SPRING -TO -OPEN, AIR -TO -CLOSE ® ® ® ROOF DRAIN SCHEDULE SYMBOL MANUFACTURER MODEL N0. SIZE REMARKS RD -1 JR SMITH FIG. 195 4 " PROVIDE WITH UNDER -DECK CLAMP AND ADJUSTABLE EXTENSION DOMESTIC WATER PURVEYOR JURISDICTION STATIC PRESSURE TRANSFER BUILDING WATWER SUPPLY FIXTURE UNITS SCALEHOUSE WATER SUPPLY FIXTURE UNITS RECYCLE BUILDING WATER SUPPLY FIXTURE UNITS HIGHUNE WATER DISTRICT 111 PSI * 209 PLUS 180 GPM 45 45 (INCLUDES FUTURE WATER CLOSET) rn LNS LNS LNS LNS APP * 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. PROJECT NUMBER: SHT. OF: 455 C00405C09 DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D REMARKS: O1 DIV. 23 BAS CONTRACTOR SHALL PROVIDE AND INSTALL A MOTOR RATED RELAY FOR CONTROLS INTERLOCK. UNE VOLTAGE WIRING BY DIV. 26. REMARKS: a 3/4 - INCH INLETS, 1 -INCH OUTLET. ® 1 1/4-INCH INLETS AND OUTLET, ANSI Z358.1 COMPLIANT. ® 3/8 -INCH INLETS AND OUTLET. ® 1/2 -INCH INLETS AND OUTLET, ANSI Z358.1 COMPLIANT. ® 1/2 -INCH INLETS AND OUTLET. REMARKS: O1 CONTROL VALVE TYPE- ECCENTRIC PLUG, SPRING -TO -OPEN, AIR -TO- CLOSE. 0 MAXIMUM WASTEWATER PRESSURE - 10 PSI. ® AVAILABLE AIR PRESSURE - 80 PSI. 0 PROVIDE WITH POSITION LIMIT SWITCHES (OPEN AND CLOSE CONTACTS). 0 INSTALL VALVE SO PLUG ROTATES UPWARD IN OPEN POSITION AND VALVE PLUG FACES FLOW IN CLOSED POSITION. REMARKS: 01 WATER HEATER SHALL BE SET AT 145'F. 0 WATER HEATER SHALL BE PROVIDED WITH 2 -STAGE STEP CONTROL 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 ? &D9 o S' LNS REVIEWED FOR CODE COMPLIANCE A PPROVED A U60320 10 C ityorTukw► BUILDING DIVISION REMARKS: RECEIVED O1 INDIVIDUAL BRANCH CIRCUIT WITH SINGLE LINE SENSING THERMOSTAT. 0 MULTIPLE LOCATIONS (HT -11, HT -12, HT -13 & HT -14) ON COMMON BRANCH CIRCUIT WITH SINGLE LINE SENSING THERMOSTAT. PERMIT CENTER 0 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. LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 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 DRAWING NUMBER: JUN 14 2010 M012 _ O ME LC) LC) LO LO CV CD CO V 0 0 W ct 0 LL W co C� ce 0 CO •1- ♦ Q V C/) W 0 U- HOSE REEL SCHEDULE EQUIP NO DESCRIPTION MANUFACTURER, MODEL LOCATION ELECTRICAL LOAD SHEDDING REMARKS HEAT TRACE PROTECTION POWER VOLT PHASE STARTER DISCONNECT HRP -A- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR SOUTH 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -1 HRP -B- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR WEST 1/2 HP 120 1 DIV. 22 MANUF. DN. 26 NO 1 HT -3 HRP -C -100 -1.25 HOSE REEL- 100FTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR WEST EXTERIOR 1 1/2 2 HP 120 1 DIV. 22 DIV. 26 NO 1 HT -3 HRP -D- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR WEST 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -3 HRP -E- 100 -1.5 HOSE REEL- 100Ffx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TIPPING FLOOR NORTH 1/2 HP 120 1 DIV. 22 MANUF. DN. 26 NO 1 HT -3 HRP -F- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR NORTH 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -3 HRW -G- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR SOUTH 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -2 HRP -H -75 -1.25 HOSE REEL- 100FTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR EAST 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -2 HRP -I- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR EAST 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -2 HRP -J -75 -1.25 HOSE REEL- 75FTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 RECIEVING FLOOR EAST EXTERIOR 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -2 HRP -K- 100 -1.25 HOSE REEL- 100FTx1.25" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 TOP LOAD LEVEL SOUTH EXTERIOR 1 1/2 HP / 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -9 HRW -L -100 -1.25 HOSE REEL- 100FTx1.25" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL EAST EXTERIOR 1 2 HP / 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -4 HRW- M- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL WEST TOP LOAD BAY 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -4 HRW- N- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL COMPACTOR BAY # SOUTH 1 HP /2 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -6 HRW- 0- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL rAPACTOR BAY # 1/2 HP 120 1 DIV. 22 MANUF. DN. 26 NO 1 HT -5 HRW- P- 75 -1.5 " HOSE REEL- 75FTx1.5 NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL COMPACTOR BAY #2 WEST # 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -5 HRW- Q- 75 -1.5 HOSE REEL- 75FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 COMPACTOR LEVEL COMPACTOR BAY 2 NORTH # 1/2 HP 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -5 HRP -R- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 HOT LOAD PAD 2 1 HP / 120 1 DN. 22 MANUF. DIV. 26 NO 1 HT -11 HRW -S- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 WEST TRUCK PAD 1 HP / 2 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -12 HRW -T- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 WEST TRUCK PAD 1/2 1 HP / 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -13 HRW -U- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE WALL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 WEST TRUCK PAD 1/2 fi HP / 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -14 HRP -V- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 EAST TRUCK PAD 1 2 HP / 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -15 HRP -W- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 EAST TRUCK PAD 1 2 HP / 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -16 HRP -X- 100 -1.5 HOSE REEL- 100FTx1.5" NOZZLE PEDISTAL MOUNT HANNAY REEL INC MODEL 7528 -25 -26 EAST TRUCK PAD 1 HP 1/2 / 120 1 DIV. 22 MANUF. DIV. 26 NO 1 HT -17 C rn REMARKS: 1. PROVIDE WEATHERPROOF START /STOP CONTROLLER. REMARKS: 1. PROVIDE 3/4" COMPRESSED AIR FROM MECHANICAL ROOM CO6 COMPRESSED AIR SYSTEM TO FILTRATION SYSTEM, 4 SCFM 0 80 PSIG. 3. PROVIDE FOUR(4) RUBBER IN SHEAR ISOLATORS ANCHORED TO CONCRETE FLOOR. 4. PROVIDE 1" COMPRESSED AIR FROM MECHANICAL ROOM CO6 COMPRESSED AIR SYSTEM TO PNEUMATIC VALVE CONTROL MANIFOLD. 5. PROVIDE 2" COMPRESSED AIR FROM MECHANICAL ROOM CO6 COMPRESSED AIR SYSTEM TO DUST COLLECTOR. SEE DWG MO20. 6 . PROVIDE SHUTDOWN RELAY FOR INTERFACE WITH DIV. 40 SCADA SYSTEM FOR SHUTDOWN OF NPW SYSTEM. 7. PROVIDE BAS RELAY FOR LOAD SHEDDING. 8. INTERFACE WITH DIV. 40 SCADA SYSTEM 9. MAG 5100W SENSOR W/ MAG 6000 SIGNAL CONVERTER. 10. PROVIDE WITH NEPTUNE TRICON /E3 TRANSMITTER. PROVIDE 4 - 20 ma OUTPUT FROM METER TO DIV. 40 SCADA SYSTEM REVIEWED FOR CODECOMPLIANCE APPRnVED AU6 0 3 MU G ►of Tukwila B UILDING niviRoI*I! RECEIVED JUN 14 2010 PERMIT CENTER DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 1" D C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES - SHEET 2 PROJECT NUMBER: C00405C09 SHT. OF: 456 619 DRAWING NUMBER: M013 a N 0 0 N M 'V c 0 0 w C V 0 0 m C/) 0 00 J J U V c 0 U- 0 W C/) C,) U. MISCELLANEOUS EQUIPMENT SCHEDULE EQUIP NO DESCRIPTION MANUFACTURER, MODEL - �, CAPACITY v� ELECTRICAL LOAD SHEDDING REMARKS POWER VOLT PHASE STARTER DISCONNECT BP -T1 BOOSTER PUMP WATER SYSTEM / \ GRUNDFOS MPC EF4 CRN20 -6 320 GPM ® 136 PSI W/ 3 PUMPS ( ® 15 HP 460 3 VFD DIV. 22 DIV. 26 YES 6 7 , MS -T1 COMPACTOR CHUTE LPHV MISTING SYSTEM VENDOR COMPONENTS - 3 HP 480 3 VENDOR YES NO 7 MS -T2 TIPPING /RECEIVING HPLV FLOOR MISTING SYSTEM VENDOR COMPONENTS - 15 HP 480 3 VENDOR VFD YES NO 7 MS -T3 SPA HPLV MISTING SYSTEM VENDOR COMPONENTS - 1 -1/2 HP 480 3 VENDOR YES NO 7 AC -T1 AIR COMPRESSOR ( QUINCY NORTHWEST QNW -F20 ( ) 20 HP 460 3 INTEGRAL DIV. 22 DIV. 26 NO 3 _ RAF- REFRIGERATED I AIR DRIER ER ZEKS C 1/2 HP 120 1 INTEGRAL DIV. 22 DIV. 26 NO 100 HSG DST -T1 DUST COLLECTOR AMERICAN AIR FILTER MODEL 4RC96 36,000 CFM 125 HP 460 3 VFD DIV. 23 DIV. 26 YES 5 BSF -T1 BOOSTER WATER SYSTEM FILTRATION MILLER-LEAH ATD3(4)X6- 130M- A -MOD1 320 GPM 200 MICRON 15 FLA 120 1 INTEGRAL DIV. 22 DIV. 26 NO 1 PVCP -T1 PNEUMATIC VALVE CONTROL MANIFOLD BAS PANEL DIV. 23 _ 15 FLA 120 1 DIV. 26 NO 4 SWVP -T1 STORM / WASTE WATER VALVE PANEL COMPACTOR LEVEL BAS PANEL DIV. 23 - 15 FLA 120 1 DIV. 26 NO 8 WVP -T1 WASTE WATER VALVE CONTROL PANEL LOADING AREA 109 BAS PANEL DIV. 23 _ 15 FLA 120 1 DIV. 26 NO TW -T1 TIRE WASH SYSTEM VENDOR COMPONENTS _ 14.8 HP 460 3 MANUF DIV. 11 DIV. 26 NO FM -T1 POTABLE WATER FLOW METER NEPTUNE TRU /FLO ( COMPOUND METER ( 2" SIZE 0 - 65 GPM 1 FLA 120 1 - DIV. 26 NO 2 10 FM -T2 NPW SYSTEM FLOW METER SIEMENS SITRANS MODEL FM MAGFLO ( 2 -1/2" SIZE 0 320 GPM 1 FLA 120 1 - DIV. 26 NO 2, 9 FM -T3 NPW MISTING SYSTEM FLOW METER SIEMENS SITRANS ( MODEL FM MAGFLO 1 -1/2" SIZE 0 - 60 GPM 1 FLA 120 1 - DN. 26 NO 2 9 FM -T4 NPW BOOSTER SYSTEM FLOW METER SIEMENS SITRANS ( MODEL FM MAGFLO ( 2 -1/2" SIZE 0 - 320 GPM 1 FLA 120 1 - DIV. 26 NO 2 9 FM -T5 NPW TIRE WASH !! 0 - 110 GPM 1 FLA 120 1 DIV. 26 NO FM -S1 POTABLE WATER FLOW METER SIEMENS SITRANS MODEL FM MAGFLO 1 SIZE 0 - 25 GPM 1 FLA 120 1 _ DIV. 26 NO 2 . C rn REMARKS: 1. PROVIDE WEATHERPROOF START /STOP CONTROLLER. REMARKS: 1. PROVIDE 3/4" COMPRESSED AIR FROM MECHANICAL ROOM CO6 COMPRESSED AIR SYSTEM TO FILTRATION SYSTEM, 4 SCFM 0 80 PSIG. 3. PROVIDE FOUR(4) RUBBER IN SHEAR ISOLATORS ANCHORED TO CONCRETE FLOOR. 4. PROVIDE 1" COMPRESSED AIR FROM MECHANICAL ROOM CO6 COMPRESSED AIR SYSTEM TO PNEUMATIC VALVE CONTROL MANIFOLD. 5. PROVIDE 2" COMPRESSED AIR FROM MECHANICAL ROOM CO6 COMPRESSED AIR SYSTEM TO DUST COLLECTOR. SEE DWG MO20. 6 . PROVIDE SHUTDOWN RELAY FOR INTERFACE WITH DIV. 40 SCADA SYSTEM FOR SHUTDOWN OF NPW SYSTEM. 7. PROVIDE BAS RELAY FOR LOAD SHEDDING. 8. INTERFACE WITH DIV. 40 SCADA SYSTEM 9. MAG 5100W SENSOR W/ MAG 6000 SIGNAL CONVERTER. 10. PROVIDE WITH NEPTUNE TRICON /E3 TRANSMITTER. PROVIDE 4 - 20 ma OUTPUT FROM METER TO DIV. 40 SCADA SYSTEM REVIEWED FOR CODECOMPLIANCE APPRnVED AU6 0 3 MU G ►of Tukwila B UILDING niviRoI*I! RECEIVED JUN 14 2010 PERMIT CENTER DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 1" D C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES - SHEET 2 PROJECT NUMBER: C00405C09 SHT. OF: 456 619 DRAWING NUMBER: M013 a N 0 0 N M 'V c 0 0 w C V 0 0 m C/) 0 00 J J U V c 0 U- 0 W C/) C,) U. HYDRONIC SYSTEM PUMP SCHEDULE SYMBOL MANUFACTURER MODEL N0. LOCATION SERVICE TYPE GPM HEAD (�) ELECTRICAL LOAD SHEDDING MOTOR EF (CY MIN) REMARKS HP RPM VOLTAGE /PH STARTER DISCONNECT P -T1 GRUNDFOS 80 -160 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP PRIMARY LOOP IN -LINE � 82 J 1 40 3 1800 460/3 DIV. 26 DIV. 26 NO 'FROM NREC 620 DIESEL _ P- GRUNDFOS UP 43 -75 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP BOILER LOOP IN -LINE 15 12 1/6 1800 115/1 BAS RELAY DIV. 23 DIV. 26 ' NO ' NA DET -T1 P -T3A GRUNDFOS UPS 40 -80/2 F EQUIPMENT EQUIPMENT LEVEL IC HEAT PUMP HPU HEAT EXCHANGE IN -LINE 30 20 3 4 / 1800 115 1 / BAS RELAY DIV. 23 DIV. 26 NO I NA BLADDER P -T3B GRUNDFOS UPS 40 -80 2 F / EQUIPMENT EQUIPMENT HYDRONIC HEAT PUMP HPU HEAT EXCHANGE IN -LINE 30 20 3 4 / 1800 115/1 BAS RELAY DIV. 23 DIV. 26 NO NA ' I 12X10 P -T4 GRUNDFOS UPS 40 -240 F TS0 EQUIPMENT LEVEL HYDRONIC HEAT PUMP ROOFTOP HEAT COIL IN -UNE. 30 45 1 -1/ 1800 460/3 DIV. 26 DIV. 26 NO ' 84.0X FROM NREC 0 6 P.45 GRUNDFOS UPS 32 -160 F TSO EQUIPMENT LEVEL HYDRONIC HEAT PUMP DRY COOLER IN -UNE 0.25 C \ 3/4 1800 115/1 BAS RELAY DIV. 23 DIV. 26 NO I NA I VAV -T6 30 30 P -T6 GRUNDFOS UP 26 -99 F TSO EQUIPMENT LEVEL FUEL STORAGE TANK HEATER IN -UNE 5 29 1 /6 27 115/1 BAS RELAY DIV. 23 DIV. 26 NO ' NA A 3 AIR TERMINAL SCHEDULE SYMBOL DESCRIPTION CD -1 CEIUNG SUPPLY DIFFUSER - TITUS MODEL MCD, BORDER TYPE 3, 24X24 MODULE FOR LAY -IN CEIUNG CD -2 CEIUNG SUPPLY DIFFUSER - TITUS MODEL MCD, BORDER TYPE 1 FOR HARD -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 SIDEWALL SUPPLY GRILLE - TITUS MODEL 301FS, ALUMINUM, 1/2" BLADE SPACING, ADJUSTABLE n ^ , ^ n 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 C 10.0 TG -2 TRANSFER GRILLE - TITUS MODEL 355FL. ALUMINUM, 1/2" BLADE SPACING, 35' FIXED DEFLECTION 48 620 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 -H2O) FLOW RATE (GPM) ENTERING FLUID TEMP ( °F) LEAVING FLUID TEMP ( °F) FLUID TYPE MAX. PD. (FT -H20) WEIGHT HX -F1 MUELLER ACLU -THERM FUEL STORAGE FUEL STORAGE TANK HEATING 5 110 95 30% GLYCOL 10.0 10 40 48 620 DIESEL 10.0 2.4 BLADDER 120 - ET -T4 JOHN WOOD JOPR -22 -413 TSO C06 NON- POTABLE BOOSTER PUMP 264 264 BLADDER 3050 1, 2 DET -T1 AMTROL THERM -X -TROL ST -42 TSO 105 DOMESTIC HOT WATER 20 8.6 BLADDER 260 1 DET -R1 AMTROL THERM- X -TROL ST -12 WARMING ROOM 602 DOMESTIC HOT WATER 4.4 1.9 BLADDER 70 0.25 DET -S1 AMTROL THERM- X -TROL ST -5 SCALE HOUSE ATTIC EXPANSION TANK SCHEDULE SYMBOL MANUFA MANUFACTURER LOCATION SERVICE TANK VOL AC A ACCEPTANCE TYPE FULL WEIGHT (POUNDS) REMARKS ET -T1 AMTROL EXTROL AX -200V TSO LOADING AREA 109 CONDENSER WATER SYSTEM 110 34 BLADDER 1175 1 ET -T2 2:I EXTROL 15V TSO LOADING AREA 109 MAKEUP AIR HEATING 8 2.4 BLADDER 120 1 ET -T3 AMTROL EXTROL AX -15V TSO C06 FUEL HEATER 8 2.4 BLADDER 120 - ET -T4 JOHN WOOD JOPR -22 -413 TSO C06 NON- POTABLE BOOSTER PUMP 264 264 BLADDER 3050 1, 2 DET -T1 AMTROL THERM -X -TROL ST -42 TSO 105 DOMESTIC HOT WATER 20 8.6 BLADDER 260 1 DET -R1 AMTROL THERM- X -TROL ST -12 WARMING ROOM 602 DOMESTIC HOT WATER 4.4 1.9 BLADDER 70 0.25 DET -S1 AMTROL THERM- X -TROL ST -5 SCALE HOUSE ATTIC DOMESTIC HOT WATER 2.0 0.9 BLADDER 45 DESV VAV TERMINAL UNIT SCHEDULE SYMBOL TAG TITUS SIZE CFM STATIC PRESSURE NC LEVELS CONTROL POWER REMARKS CONDENSER WATER SYSTEM UNIT INLET OUTLET MAX MIN. INLET DOWN MIN. A P 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 8 "o 12 • 710 10 1.25 4.2 0.038 _ 27 27 24 - � . 3 ■ VAV -T7 DESV - - 4 4 "0 6 "9 50 50 1.25 0.25 0.032 25 22 24 - 2 r� 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 C09 FUEL STORAGE TANK HEATING 5 REMARKS: 1. ANCHORED TO CONCRETE FLOOR WITH FOUR (4) ANCHOR BOLT. SEE DETAIL 6/M018. 2. EXPANSION TANK ET -T4 SHALL BE CHARGED TO MATCH THE DISCHARGED PRESSURE OF BP -T1. MINIMUM EFFICIENCY PER THE 2006 NREC. /C\ _REMARKS: 1. PROVIDE ONE, 110V CIRCUIT FOR TSO UPPER LEVEL VAV UNITS T1, T2 &T 3. BAS CONTRACTOR SHALL PROVIDE TRANSFORMER FOR CONTROL POWER TO EACH VAV. . 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 T&ocI% O?S REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 City of la BUILDING DAMN PflN RECEIVED JUN 14 2010 PERMIT CENTER DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C REV 6/10/1 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 Ul King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SCHEDULES SHEET 5 PROJECT NUMBER: C00405C09 SHT. OF: 459 DRAWING NUMBER: M016 619 v 0 .o ui OD N r CD CD O CV 0 U V 0 w 0 U- w cD v) 0 co J J U U 0 U- 0 w U) C) -J Z U- ABBREVIATION SYMBOL DESCRIPTION WHA WATER HAMMER ARRESTOR EV EMERGENCY VENT O.C. ON CENTER B20 BIODIESEL (20%) Np TYPICAL 0 ROUND W,H,L WIDTH, HEIGHT, LENGTH CFM CUBIC FEET PER MINUTE W/ WITH ® AT AFF ABOVE FINISHED FLOOR �-- INVERT ELEVATION GAL GALLON GPM GALLONS PER MINUTE PSI POUND PER SQUARE INCH PSIG POUNDS PER SQUARE INCH (GAUGE) STAT DEFL STATIC DEFLECTION SCADA SUPERVISORY CONTROL AND DATA ACQUISITION BAS BUILDING AUTOMATION SYSTEM DDC DIRECT DIGITAL CONTROL MANUF. MANUFACTURER DIV. DIVISIION HP HORSE POWER FLA FULL LOAD AMPS KW /W KILOWATTS/WATTS FT, FTC FEET, SQUARE FEET NC NORMALLY CLOSED NO NORMALLY OPEN, NUMBER, NO TPV TRAP PRIMER VALVE RPM REVOLUTIONS PER MINUTE SP STATIC PRESSURE ESP EXTERNAL STATIC PRESSURE IN INCH V VOLT PH PHASE ° F DEGREE FAHREHEIT EAT ENTERING AIR TEMP LAT LEAVING AIR TEMP EWT ENTERING WATER TEMP LWT LEAVING WATER TEMP DB DRY BULB ABBREVIATION SYMBOL DESCRIPTION WB WET BULB P.D. PRESSURE DROP MCA MAXIMUM CURRENT AMPS RIA RUN LOAD AMPS MOCP MAXIMUM OVER CURRENT PROTECTION MCP MAXIMUM CURRENT PROTECTION O.A. OUTSIDE AIR LBS POUNDS W.G. WATER GAUGE HSPF HEATING SEASONAL PERFORMANCE FACTOR SEER ENERGY EFFICIENCY RATIO COP COEFICIENT OF PERFORMANCE MBH THOUSAND BRITISH THERMAL UNITS PER HOUR BTUH BRITISH THERMAL UNITS PER HOUR MV METHANE VENT Cl DESIGNED DRAWN LNS NBD D 6/10/10 JAR C 1/8/10 JAR B 1/8/10 JAR LNS LNS LNS VERIFY SCALE BAR IS ONE INCH ON A 7/31/Q9 JAR LNS ANSI "D" DRAWING 0 1" REV 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 COOLING 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 ISO BUILDING ARE EACH PROVIDED WITH CARBON DIOXIDE MONITORING FOR DEMAND VENTILATION CONTROL. 8. PROVIDE DUCT SEALING PER NREC 1414.1 AND SECTION 23 3113 - HVAC METAL DUCTS. 9. PROVIDE DUCT INSULATION PER NREC 1414.2 AND SECTION 23 07 00 - HVAC INSULATION. 10. PROVIDE HVAC HEATING WATER, CONDENSATE AND REFRIGERANT PIPE INSULATION PER NREC 1415.1 AND SECTION 23 07 00 - HVAC INSULATION. 11. PROVIDE PLUMBING PIPE INSULATION PER NREC 1415.1 AND SECTION 22 07 00 - PLUMBING INSULATION. 12. COMMISSIONING OF THE HVAC SYSTEMS IS BEING PROVIDED AS REQUIRED BY NREC SECTION 1416.2: "ALL OTHER MECHANICAL SYSTEMS ", TO VERIFY EQUIPMENT PERFORMANCE AND SEQUENCE OF OPERATION. COMMISSIONING WILL INCLUDE: 1. COMMISSIONING PLAN 2. SYSTEM TESTING AND BALANCING 3. EQUIPMENT FUNCTIONAL PERFORMANCE TESTING 4. CONTROLS PERFORMANCE TESTING COMMISSIONING REPORTS WILL BE PROVIDED PER NREC 1416.4.2.5: "COMMISSIONING REPORTS" AND WILL COMPLY WITH THIS NREC SECTION BY INCLUDING: 1. A PRELIMINARY COMMISSIONING REPORT 2. POST CONSTRUCTION DOCUMENTATION 3. A FINAL COMMISSIONING REPORT 13. DOMESTIC HOT WATER CIRCULATING LOOPS SHALL BE PROVIDED WITH DDC PROGRAMMED RETURN WATER TEMPERATURE CONTROL TO SHUT -OFF PUMPS DURING PERIODS ON NON -USE. 14. ELECTRIC WATER HEATERS INSTALLED ON CONCRETE FLOORS SHALL BE PLACED ON R10 (MINIMUM) RIGID INSULATION. King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 7'713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 X6 69 -O? BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT NREC COMPLIANCE AND MECHANICAL ABBREVIATIONS REVIEWED FO CODE COMPLIANCE APPROVED AUG 0 3 2010 City of Tukwila LNG DIVICinhl RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 460 C00405C09 DRAWING NUMBER: M017 619 V 0 w 0 IL w m C!) 0 Co J W CL LL U 0 LL ci w C!) C/) ILL TANK SIZE (GAL) GAL TANK DIA (IN) RING DIAM —A (IN) HEIGHT (AFF) (IN) EXPANSION BOLT DIA (IN) IMBED DEPTH (IN) OF BOLTS F 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 PAIL HOOK SUPPORT ARM SERVICE SINK FAUCET WELD TO STUDS EACH END SUPPORT ARM WALL BRACKET SERVICE SINK FAUCET SUPPORT NOT TO SCALE FLOOR MOUNT TANK ANCHORAGE NOT TO SCALE DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 3 "x1 -7/8 "x3/16" CHANNEL INSULATION HOLD DOWN PIPE CLAMP W/ RUBBER GASKET 3 "x4 "x 1 /4 "L WELD TO STUDS EACH END 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 JAR JAR JAR JAR LNS LNS LNS LNS DATE CHK'D APP'D FIN GRADE OR PAVING 1 LENGTH AS REQ'D 1 C.I. COVER III�� II: "' I WATER LINE -1� ADJUSTABLE C.I. VALVE BOX GATE VALVE VALVE BOX INSTALLATION DETAIL NOT TO SCALE 24 "x24 "x6" THICK CONCRETE PAD WHERE NOT IN CONCRETE FINISH GRADE TYPICAL AIR DISTRIBUTION MAIN STRUT CLAMP TYPICAL AIR DROP NOT TO SCALE 3/4" DROP — FILTER r REGULATOR UNISTRUT CLAMP QUICK COUPLER TO MATCH OWNER REQUIREMENTS. STRUT CLAMP 54" �3/8" DRAIN FINISHED FLOOR 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 TRAP PRIMER CONNECTION ISOLATION BALL VALVE 5 i— ACCESS DOOR & FRAME 10 TRAP PRIMER VALVE 1 I I FLOOR DRAIN FINISHED FLOOR r i WASTE (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 LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 -- - UNION CIRCULATING PUMP NOT TO SCALE ANCHOR TO FLOOR WI TWO — 1-1/4"x2" EXPANSION BOLTS MECHANICAL DETAILS FOR CONTINUATION AND SIZE, SEE FLOOR PLAN GATE (OR BALL) VALVE CHECK VALVE 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 P&o'i ois EMERGENCY SHOWER DETAIL NOT TO SCALE \M 103 INSULATE AND HEAT TRACE TO OPERATING VALVES REVIEWED FO CODECOM E APPROVED AUG 0 3 2010 CitYot BUILDING DIVISI RECEIV D JUN 14 20 PERMIT CENTE PROJECT NUMBER: SHT. OF: 461 C00405C09 DRAWING NUMBER: M018 619 0 w 0 u_ w m 0 Co -J -J C!) w 0 0 0 U- Lill C,) C/) U- RM NO RM NAME CO1 COMPACTOR BAY CO1 A COMPACTOR BAY EXTENSION CO2 TOP LOAD BAY CO3 VESTIBULE CO4 ELEVATOR MACHINE ROOM CO5 ELECTRICAL C06 MECHANICAL C07 UNISEX TOILET 1 C08 UNISEX TOILET 2 CO9 BREAK ROOM C10 STORAGE v7 CO IE = 251.89 WEST SIDE RAINWATER OVERFLOW/BYPASS MANHOLE E8 "IE =269.2 S8 "IE =266.4 W 8" IE = - :.' OVERFLOW) RIM =27. TYPE 2 — :" DIA; KCRS FIG 7 -005 W/ o - ING , AN ' FRAME AND COVER; K FIGS —02 D 7 -023, SOLID I W 4611ri.sfe4leliftyPAsh. CA 1 - W/ 3" VENT su WEST SIDE AINW ER =U LT CONNECT TO STORM MANHOLE IE = 265.65 8" NP. ALL DOWNSPOUTS EXC AT GRIDS A -9 CO IE = 270.96 —DROP UNDER FOOTING TO DRAIN POC — FOUNDATION DRAINS SEE DWG S103 DESIGNED DRAWN I I I I I I LNS NBD D.' VERIFY SCALE BAR IS ONE INCH ON A ANSI "D" DRAWING 0 1" REV • D 6/10/10 JAR LNS C 1/8/10 JAR LNS 1/8/10 JAR 7/31/09 JAR LNS LNS DATE CHK'D APP'D I— — — — ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION CB -76 FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS DRAINAGE PLAN - WEST LEVEL 1 FOUNDATION TRANSFER BUILDING & MECHANICAL SCALE: 1/16" = 1' -0" 1/16 " = 111 Scale. King County Department of Natural Resources and Parks Solid Waste Division —CO IE = 270.34 5 0 10 20 30 40 0" Feet LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 = 264 6 " 1% 401 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 City of Tukwila B UILDING DIVISION ECEIVED /� � _ O a JUN 14 2010 V � PERMITCENTER 4" BACKWATER VALVE W/ CO EXTENSION BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING COMPACTOR. LEVEL /TIPPING /RELIEVING LEVEL DRAINAGE PLAN - WEST 1/ EH ET M101 SHETM102 CO IE = 268.44 PROJECT NUMBER: SHT. OF: 464 C00405C09 DRAWING NUMBER: M101 i 619 N 0 0 M C 0 0 cn c 0 w cc 0 LL m ce 0 Co J J U J Z LL RM NO RM NAME CO1 COMPACTOR BAY CO1 A COMPACTOR BAY EXTENSION CO2 TOP LOAD BAY CO3 VESTIBULE C04 ELEVATOR MACHINE ROOM CO5 ELECTRICAL C06 MECHANICAL C07 UNISEX TOILET 1 C08 UNISEX TOILET 2 C09 BREAK ROOM C10 STORAGE I_ ■ I= 6 loll FUEL STORAGE TANK "FIRE DEPARTMENT PERMIT REQUIRED" SLOPED TRTENCH DRAINS A195 A195 via r t ' I t � E 2 =A" 1/1111/8 1� ►!1111 II■■I■ .. - 11 1 0 - -_E o ,■ BD -2 BOTTO BASK OIL STOP VALVE VAULT CO VERTICAL DROP BELOW RETAINING WALL. IE = 245.0 (BOTH LINES) CO IE = 250.8 LW LW o LW RWS RWS RWS 6 .11 CB -48" DIA; KCRS FIG 7 -005 LOCKING MANHOLE FRAME AND COVER; KCRS FIGS 7 -022 AND 7 -023, SOLID LID MANUAL DRAIN VALVE W/ EXTENSION TO GRADE 0 IE = 263.07 4" F' -3 IE = 265.71 EAST SIDE RAINWATER OVERFLOW /BYPASS MANHOLE S8 "IE =266.2 SW8 "IE =266 NW6 "IE= •• -. ECT TO RM MANHOLE = 265.6 SHEET N SHE IV 192 0 I � 24x24x24 DEEP STAINLESS STEEL CATCH BASIN W/ SEDIMENT BASKET 6" FLANGED OUTLET TRENCH DRAIN DETAIL SCALE: 1" = 1' -0" PO SEE W.: W SLOPE TO CATCH BASIN SIDE VIEW - - - — SST —SP7 -- I I C NNEC TO EXISTIN ffAR SEWER M,kNHOLEF IE I- FLOOR THICKNESS PER STRUCTURAL DRAWINGS TRENCH SUPPORT LEVELING RODS MINIMUM CONCRETE THICKNESS PER DRAIN MANUFACTURER OR STRUCTURAL DRAWINGS, WHICHEVER IS GREATER TRENCH DRAIN SECTION SCALE: 1" = 1' -0" DRAINAGE PLAN - EAST LEVEL 1 FOUNDATION TRANSFER BUILDING & MECHANICAL SCALE: 1/16" = 1' -0" 1/16 " =l' -0" 1 "=1'.-0" 5 0 10 ... .. Scale 1 0.5 Scale 20 30 40 Feet Feet 6 T REVIEWED FOR CODE COMP LANCE APPROVED A UG 0 3 2010 Cilyat Tukwila B UILDING DIVISION RECEIVED G 0 0 9 PE SHEET M101 SHEET M10 6 " / CO IE = 2 266.9 (OVERFLOW) DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B REV 6/10/10 1/8/10 RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS 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 REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING COMPACTOR LEVEL /TIPPING /RELIEVING LEVEL DRAINAGE PLAN - EAST PROJECT NUMBER: SHT. OF: C00405C09 465 619 DRAWING NUMBER: M102 0 0 v c r O w ft 0 LL w m 0 CO J —J L.L 0 U 0 LL 0 w ♦ � VJ LL co LL I z. m 1- ce W o_ I W 0 0 0o N N N 1/16 " =1' -0" Scale 0■ ply 0 � v � PRO IDE S ISMIC JO NT– -FRO TSO- -; BUILD�NS T WHE E PIING CROS�ES O- TRAISISFER BUILDING SEE DETAIIL 9/8238 FOR , PROVIDE SEISMIC JOINT W PIPING CROSSES FROM TSO BUILDING. SIE DETAIL 9/S238 FOR DIFFERENTIAL MOVEMENT B TWEEN BUILDINGS. HRP –C- 100 +1 ROOM KEY HEAT TRACE RM NO RM NAME 101 VESTIBULE 102 MULTI– PURPOSE ROOM 103 EXIT PASSAGEWAY 104 UNISEX TOILET 105 SOUTH RISER ROOM 106 MISTING ROOM 107 HPU ROOM X 108 DUST COLLECTOR ROOM X 109 LOADING AREA X 110 UNISEX TOILET 111 COMMERCIAL RECEIVING FLOOR X 112 SELF –HAUL TIPPING FLOOR X 113 STORAGE X 114 NORTH RISER ROOM X 115 ELECTRICAL CLOSET X 116 UNISEX TOILET ABOVE 117 EPSS ABOVE 118 MECHANICAL ROOM X 119 EXIT PASSAGEWAY 120 SELF–HAUL ENTRANCE X NOTE: HEAT TRACING OF ALL WATER PIPING REQUIRED IN DESIGNATED ROOMS AND ALL EXTERIOR PIPING. WARMING AREA NPW- ROUTE PIPE ON CONCRETE BASE WALL ING AREA RECEI' JUN 14 PERMIT CE LEVEL 1 TRANSFER BUILDING & MECHANICAL SCALE: 1/16" = 1' -0" i I HRP –K -10 -1.25 0 5 0 10 20 30 Feet 40 DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 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 1 C 38'a ��1U1i7 . Iliili y 1 4" MVI HRW– G- 100 -1.5 SEE DING M125 FOR CONTINUATION 4 "NWP,1 -1 /2 "TW,3 /4 "TWR RACK PIPING TO WALL. PIPING SHALL TITCH TO DRAIN 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 111 / HRP –H / 1 1 1 / 1 i \ / \ 1 1 1 r4" / / NPW; I— PROVIDE 120V/1 PH SOLENOID CONTR L VALVE IN 1-1/2" PIPE MR, OP W/ PUSH BUTTON WASH ACTIVATION CYCLE W/ PDIi –'F' WHA. 1.tei F King County Department of Natural Resources and Parks Solid Waste Division \ _– I --- I ----- �_ �r • • ff 44 44 11 .... _ --------- / / �- I 44 44 ■, 44 44 • `1 LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 \ \ BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING TIPPING /RECEIVING LEVEL MECHANICAL PLAN PROJECT NUMBER: ED 10 TER C00405C09 SHT. 466 OF: DRAWING NUMBER: M103 619 I MECHANICAL FLOOR PLAN 0) 0 _0 0 0 >— w 0 LL w m cr) 0 00 J J 0 J Z u_ 1/16 " =1' -0' PHOTOVOLTAIC ARRAY ROOF TRANSFER & TSO BUILDING SCALE: 1/16" = 1' -0" 5 0 10 20 ••• .. • — Scale MECHANICAL ROOF PLAN 30 40 Feet DRAWN DESIGNED LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" I � GUTTER L $ ELF —HAUL B ELOW W D 6/10/10 JAR LNS C 1/8/10 JAR LNS B 1/8/10 JAR LNS A 7/31/09 JAR LNS REV DATE CHK'D APP'D SK -10' H ERCIAL r _ i pirTAN 3J�� � 30"0 !DROP ' BUILDING tADDER" - ---j - METHANE VTR 3 112 60"0 I iiiiim Piiii'IT, WPM 1M ,/ DIRECTIONAL 141IND VELOMETER iiiiiiiiiiiiiiiiiiiiiiiiiiiii !!!!!!!!!!!!!! !!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!! RIDGE !!!!!!!!!!!!!!!!!!!!!!!!I!!!!! 4" METHANE VTR iiiiiiiiiiiiiiiiiiiiiiiiiiiiii HIP!!!!!!!!!!!!!!!!!!!!!!!!! 4" METHANE VTR NUMB iiiiiiiiiiiiiii !HUMPH!! MIEN 4" M 6fHAN E VTR 111 111 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 111 4" METHANE VTR 111 GUTTER 111 111 King County Department of Natural Resources and Parks Solid Waste Division 11 4" METHANE VTR LNS S 11 LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 3" VTR GUTTER SELF —HAUL EXIT BELOW METHANE VTR---i . ��3 " VTR 13" VTR 6OMMERCIAL EXIT BELOW P, Go 9-- ogs"" BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING MECHANICAL ROOF PLAN GOQECOMPLIANCE BUIILDING DIVISION �IPPpAVED AUG o 3 2010 RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 468 C00405C09 DRAWING NUMBER: M105 619 TRANSFER BUILDING ROOF TOS 325 -4 d i ISO ROOF (NOM) 302' -9" ISO LEVEL 288' -7" d TIPPING LEVEL (NOM) 273' -0" d RECEIVING LEVEL (NOM) 268' -6" TOP LOAD LEVEL 265' -6" (NOM) d COMPACTOR LEVEL (NOM) 248' -6" TRANSFER BUILDING ROOF T.O.S. 325' -4" d TIPPING LEVEL (NOM) 273' -0" N 7 A A HRW —L -100 -1.25 WEST ELEVATION TRANSFER BUILDING SCALE: 1/16"=1'-0" 1/16 " =1' -0" 1/16 " =1' -0" Scale TRANSFER BUILDING SCALE: 1/16 " =1' -0" 5 0 Scale EAST ELEVATION A M10 5 0 10 20 30 40 10 20 B M106 Feet 30 40 Feet HRP —C -100 -1.25 HRP— — —1.25 ? &o o s - 6 111111111111111111t.01111111111 111111 IIII 11111111111111111Upoil flip 1111111111111111E I•�� I Ell 1111111111111111 11 !; 111 11 I I IU:1'1'1 III I I I _� 'II JII V illll Illil ID"R lir' I 1i III Lull XII i REVIEWED FOR PUANCE APPROVED AUG 0 3 2010 City of Tukwila ILDING DIviSlord ECEIVED JUN 14 2010 PERMIT CENTER HEAT TRACING HEAT TRACE ALL EXTERIOR ABOVE GRADE WATERPIPING DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1 D C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE King County Department of Natural Resources and Parks Solid Waste Division 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 LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING EXTERIOR ELEVATIONS EAST & WEST PROJECT NUMBER: C00405C09 SHT. OF: 469 619 DRAWING NUMBER: M106 0 LL ROOM KEY HEAT TRACE RM NO RM NAME X 111 COMMERCIAL RECEIVING FLOOR X 112 SELF -HALL TIPPING FLOOR 113 STORAGE 114 STORAGE 115 ELECTRICAL CLOSET 401 NPA X 00 0 0- 0 CO CO 0 oo i a OFFSET t■LONG WALL TO GRID G, SUPPORT FROM WALL GIRTS UP TO ROOF 18 112 0 4" METHANE TO WALL AT SUPPORT F 3 "V UP M � '• OFFSET s ?Enniri ND M AL GIRTS 0 2" NPW FFSET AROUND VENT AND COMB),E TO 3 NPW UP SUPPORT FROM WALL GIRTS. 4" METHANE VENT UP. -� OFFSET AT FLOOR AND SUPPORT FROM WALL GIRTS • • 111 8 0 48Y48" VER NPA MECHANICAL PLAN NORTH PROCESSING AREA TIPPING LEVEL SCALE: 1/8" = 1' -0" 8 SCALE OF FEET 16 401 2 "NPW, 4 "MV SUPPORTED FROM WALL GIRTS MECHANICAL PLAN STORAGE /FIRE SPRINKLER /ELECTRICA TIPPING LEVEL SCALE: 1 /4" = 1' -0" 4 0 SCALE OF FEET 4 NOTE: HEAT TRACING OF ALL WATER PIPING REQUIRED IN DESIGNATED ROOMS AND ALL EXTERIOR PIPING. ? Gcy c ry R EVIEWED FOR CODE COMPLIANCE A PPROVED A UG 03 2010 C ityofTukwila BUILDING DIVISIM RECEIVED JUN 14 2010 PERMIT CENTER DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR LNS LNS LNS JAR CHK'D LNS APP'D RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION ' King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER BUILDING NORTH PROCESSING AREA MECHANICAL PLAN PROJECT NUMBER: SHT. OF: 471 C00405C09 DRAWING NUMBER: M108 619 CD 0 0 ce 0 LL W m C/) Q 00 -J J U 0 LL C/) C/) J z LL 0 0 co 12"x1-1/2" — FLEX HOSE ... 1" INSULATION WI METAL JACKET OVER HEAT TRACE CABLE FOUR (4) 5/8" — SST BOLTS WI LOCK WASHERS (1) ONE CUBIC YARD PEA GRAVEL BELOW DRAIN VALVE (1) ONE CUBIC YARD PEA GRAVEL BELOW DRAIN VALVE BELOW GRADE SUPPLY 1 BELOW GRADE SUPPLY DESIGNED 2" POC 2 "x3 /4 "x 1 -1 /2" TEE 1 -1/2" LNS VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" PEDESTAL HOSE REEL DETAIL SCALE: 3/4" = 1' -0" WALL MOUNT HOSE REEL DETAIL SCALE: 3/4" = 1' -0" A . REV 7/31/09 DATE BASE MOUNT WALL MOUNT JAR CHK'D LNS APP'D 1-1/2" RUBBER HOSE 1-1/2" NPT HOSE END 1-1/2" HOSE NOZZLE W/ 1-1/2" NPT FITTING REVISION DESCRIPTION 1-1/2" RUBBER HOSE -- 1-1/2" NPT HOSE END -- 1 -1 /2" HOSE NOZZLE --� W/ 1-1/2" NPT RUING 12"x1-1/2" — FLEX HOSE 12"x1 —1/2" FLEX HOSE no OVERHEAD SUPPLY OVERHEAD SUPPLY 1" INSULATION W/ METAL JACKET OVER HEAT TRACE CABLE FOUR (4) — 5/8" SST ANCHOR BOLTS. 4" MIN IMBED. w , , • ..,555.555555:655,..... • 1 I I SUPPORT BRACKET I � --- 3/4" DRAIN VALVE L 1" INSULATION W/ I METAL JACKET OVER I HEAT TRACE CABLE .» 2" SUPPLY I 2" ISOLATION VALVE SUPPORT BRACKET 2"x3/4"x1 — 1 /2" TEE 6/10/10 1/8/10 1/8/10 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 1" INSULATION W/ METAL JACKET OVER HEAT TRACE CABLE 2" SUPPLY 2" ISOLATION VALVE SUPPORT BRACKET 2 "x3 /4 "x 1 -1 /2" TEE SUPPORT BRACKET 3/4" DRAIN VALVE King County Department of Natural Resources and Parks Solid Waste Division PRECAST VAULT 2'0 "X3 "0 "X3'8" INSIDE W/12" EXTENSION RING —OPEN TOP DRAIN BASKET FINISH GRADE STAINLESS STEEL CATCH BASIN DRAIN BASKET 24" 20" ALTERNATE 6" SIDE — f DRAIN OUTLET (WHERE REQUIRED) LNS 4 a. SECTION VIEW TOP VIEW 4.. 4 4 6" BOTTOM DRAIN OUTLET DOWNSPOUT DRAIN BASKET DETAIL SCALE: 1 /2" = 1' -0" 03%-0c1 2 1 /2 " =1 -0" 3/4 " = 1' -0" 1 " =1 -0" Scale 1 Scale 1 0.5 Scale 0 0 0 1 1 2 4 Feet 3 Feet Feet 2 CONCRETE WALL 6 DOWNSPOUT 6"0 DOWNSPOUT SEE DETAIL 2/A181 AND ELEVATION A/A115 CONCRETE WALL CHANNEL INTERIOR TO DRAIN BASKET LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 1-1/2" PVC SLEEVE 3/4" NPW 3/4" TO HOSE BIBB SOLENOID VALVE (SLOW CLOSING) BALANCE VALVE B D SEE HANDRAIL 0 BOOT BRUSH A BOOTWASH ACTIVATION BUTTON, MUSHROOM STYLE BY BAS � SLOPE TO DRAIN DOME STRAINER DRAIN • 1-1/2 PVC SLEEVE a D N SCALE: 1" = 1' -0" 1/2" FLEXIBLE HOSE CONNECTED TO BOOT WASH SECTION A JUNCTION BOX W/ SLEEVE PUSH BUTTON HANDRAIL iiiiiiiiWU iiiW�WliiiJWJ 1111111111iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii DOME STRAINER DRAIN SECTION B BOOT WASH DETAIL BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING DOWNSPOUT DRAIN, HOSE REEL AND BOOT WASH DETAILS FREEZE PROOF HOSE BIBB NOTE: INSTALLATION ARRANGEMENT VARIES BY LOCATION AND BACK WALL TYPE. PROVIDE ACCESS DOOR ON INTERIOR SIDE OF PIPING WALL FOR SERVICE. 3 M112 M114 B 5' GARDEN HOSE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 BUILDIN 3 M124 REMOVABLE BOOT WASH FLOOR GRATE SEE 1 A188 HOSE BRACKET SPRAY HANDLE ECEIVED JUN 14 2010 PERMIT CENTER SHT. OF: 3 3 M151 PROJECT NUMBER: DRAWING NUMBER: M152 C00405C09 472 619 M109 z U F— M w o. 0 0 0 OD 0) 0 N cD 0 CD 4 "MV & 3 "V. OFFSET ALONG CONCRETE WALL TO GRID G WALL. NORTHEAST WALL SCALE: 1/4" = 1' -0" NPA SECTION @ WIND COLUMN • EAST WALL SCALE: 1 /4" = 1' -0" VENT THRU ROOF OFFSET AS REQUIRED TO CLEAR STANDING SEAMS NPW INBOARD OF RISERS METHANE VENT, PLUMBING VENT (CONDUIT SIMILAR) (NPW SIMILAR) SUPPORT COLUMN UNISTRUT CO REQUIRED SPACING 5 A196 TRANSFER BUILDING. @MAIN FRAME B M108 B M107 2" OR 3" NPW (INSULATED) WI HEAT TRACE LINE OF MAIN FRAME 1 Oct EAST WALL SCALE 3" = 1' -0" I rch SECTION @ MAIN FRAME (NPA SIMILAR) ARRANGEMENT SHOWN AT MAIN FRAME, SIMILAR AT OTHER LOCATIONS. 4 1/4"= —0" Scale 0 3 " =1 ' - 0 " Scale CONDUIT BY DIV. 23 BAS AND /OR DIV. 26 C 0.25 0 0.5 4" METHANE VENT PIPE SUPPORT CHANNEL SUPPORT COLUMN SEE STRUCTURAL DWGS NOTE: SUPPORT CHANNEL AND PIPE CLAMPS SHALL BE GALVANIZED W/ SST FASTENERS LINE OF TRANS PANEL M110 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 8 Feet 1 Feet BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER NEW SHEET DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D B 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 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 Count Department of Natural Resources and Parks Solid Waste Division y LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER BUILDING PIPE DROP /RISER SUPPORT DETAILS PROJECT NUMBER: SHT. OF: 473 C00405C09 DRAWING NUMBER: M110 619 RM NO RM NAME C01 COMPACTOR BAY C01A COMPACTOR BAY EXTENSION CO2 TOP LOAD BAY CO3 VESTIBULE C04 ELEVATOR MACHINE ROOM CO5 ELECTRICAL C06 MECHANICAL C07 UNISEX TOILET 1 C08 UNISEX TOILET 2 C09 BREAK ROOM C10 STORAGE IE = 243.43 4" MET OF VENT U 4" UP TO CO IE = 243.60 LW 6" FCO IE = 243.5 SUF 4" FCO 4" BACKWATER TOP = 248.14 VENT UP JA ULT NO.2 . .43 B' = 240:89 C01 A - - -- � I � ,��► I �• � i�i�► ` -= "111 — � — ` ' ��\ Ngir Lke LW :��.�����— — L L�► TOP = 247.8 IE = 245.61 TOP = 248.06 IE 244.5 CAM H -1 CONDUIT IE = 242. Were) Q 1 TOP LOAD BAY VAULT 6 "LW UP W/ CO = 245. SUF IE = 240.18 EXISTIN D SSMH— W —T1 1 6" FCO 40. COND IT IE = 242.0 A C 09 C108 CAMH -2 Q. A ii4 i � 1 .� 1} 1't i•t I f � i � I � f i 1 1 1 1 1 � i� i � �l• i MOP UNDER- FOOTING TO DRAIN TO COMPACTOR BAY VAULT t10. 1 POC — FOUNDATION DRAINS SEE DWG S101 e� VALVE W C E SION — TOP = 247 IE = 243.7 COMPACTOR BA UPPER IE = 24 DROP UNDER FOOTING TO DRAIN TO COMP CTOR BAY VAULT NO. 2 PRESSURE TESTING NO SCALE POC — FOUNDATIO DRAINS SEE DWG S101 DROP UNDE FOOTING TO DRAIN T COMPACTOR BAY VAULT N0. 1 NOTE: DUCTILE IRON LEACHATE WASTE PIPING BETWEEN BASKET DRAINS BD -1 AND BD -2 AND COMPACTOR BAY VAULTS NO.1 AND NO.2 SHALL BE HYDROSTATICALLY PRESSURE TESTED TO 150 PSIG PRIOR TO CONNECTION OF BASKET DRAINS. DUCTILE IRON LEACHATE WASTE PIPING BETWEEN COMPACTOR BAY DRY VALVE VAULT AND THE TOP LOAD BAY VAULT, COMPACTOR BAY VAULT NO.1 AND COMPACTOR BAY VAULT NO.2 SHALL BE HYDROSTATICALLY PRESSURE TESTED TO 150 PSIG. �A� A M102 NO SCALE 6" RWS IE = 244.0 6" LW IE = 242.5 6 "WIE =241.3 16" HWS /HWR CONDUIT IE = 237.0 PIPING IE'S AT CROSSING POC — FOUNDATION DRAINS SEE DWG S101 DROP UNDER FOOTING TO D AIN TO TOP LOAD BAY VAULT WATER AND DRAINAGE FOUNDATION PLAN COMPACTOR LEVEL SCALE: 1/8" = 1' -0" POC — FOUNDATION DRAINS SEE DWe S101 IEWED FOR COMPLIANCE PPPOVFO I AUG 03 2010 otlbkwila EDING 1/8"= 0" 5 Scale 4" BACKWATER VALVE W/ CC EXTENSION RECEIVED JUN 1 2010 PERMIT CENTER 0 5 10 15 - - - - - Feet 20 DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C B FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 6/10/10 1/8/10 1/8/10 REV 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D 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 LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ISO BUILDING COMPACTOR LEVEL ENLARGED WATER AND DRAINAGE FOUNDATION PLAN PROJECT NUMBER: SHT. OF: 474 C00405C09 DRAWING NUMBER: M1 619 0 0 0 w 0 U- C/) w 0 Co J -J U J Z LL RM NO RM NAME HEAT TRACE CO1 COMPACTOR BAY X CO1A COMPACTOR BAY EXTENSION X CO2 TOP LOAD BAY X CO3 VESTIBULE C04 ELEVATOR MACHINE ROOM CO5 ELECTRICAL C06 MECHANICAL X - 007 — UNISEX TOILE f -- ABOVE CO8 UNISEX TOILET 2 ABOVE C09 BREAK ROOM ABOVE C10 STORAGE X Cn CONNECT TO 6" DOWNSPOUT WI FULL SIZE CLEANOUT CA CA CA CA CA � .__._._ - II LT " Allen 1.`'i Illr I 111 ■i ! ' COMPACTOR #1 6 "RW U SVW -SUF pain .r�.N 01 COMPACTOR BAY HEATING WATER MANHOLE - 2 " UPTOFD -2 PNEU VALVE ESEW -2 ATIC NPW NPW i f 672 - -- -- - - -- I I I I I I I Y/i Ilri�[I11ii 'I111111111 11111111111 111111111 NPW NPW MAKE CONNECTIONS TO OUTSIDE UTILITIES AT POC HRW -0 -75 -1.51 RW RW RW � CO X231.85 ROUTE 1/2" NPW THROUGH 1-1/2" PVC SLEEVE. LOCATE SOLENOID VALVE IN TOP LOAD BAY CD2. NO HOSE BIBB FOR THIS BOOT WASH. BAS CONTROL CONDUIT SHAL BE RUN CONCEALED WITHIN CONCRETE LL TO PUSH -- BUTTON/ NC-TION BOX 2" 4" 4" CA CA PW 4"0 METHANE VENT- UP-- -RWS ' CA JV CAP 12" BELOW GRADE FOR FUTURE FDC NOTE: HEAT TRACING OF ALL WATER PIPING REQUIRED IN DESIGNATED ROOMS AND ALL EXTERIOR PIPING. 0 T 0 z z 0 z 1/ 2" UP TO HRP -K- 100 -1.2 COMPACTOR CLEARANCE RE SEE DWGS A10 FOR HORIZONTA IN THE COMPAC BE INSTALLED HRW -Q- CLEARANCE C, Al23C, Al24, Al25, AND VERTICAL CLEARAN OR LEVEL. PIPING AND (THIN THE ITHIN THE CLEARANCE Z G COMPACTOR LEVEL SCALE: 1/8" = 1' -0" » 126, AND Al27 E REQUIREMENTS UCTWORK CANNOT NES. D Sw." _REVIWEDFOFT A �� AUG, o 3 zoo City of Tukwila BUILDIr T WATER AND DRAINAGE PLAN 1/8 " =1' -0" 5 Scale MINN - 1 1 1 I J 00 -1.25 COMPACTOR BAY DRY V LVE VAULT ITE TAIR #1 A � RECEIVED JUN 1.4 2010 PERMIT CENTER 5 10 15 20 - - - - Feet DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C B A REV 6/10/10 1/ 8/1 0 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 La King. County Department of Natural Resources and Parks Solid Waste Division LN S LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE 0 GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TS0 BUILDING COMPACTOR LEVEL ENLARGED WATER AND DRAINAGE PLAN PROJECT NUMBER: SHT. OF: C00405C09 475 619 DRAWING NUMBER: M112 w L.L 0 U ce 0 w C V —J U- m U a w 0 0 0 0 0 6 0 0 0 IE = 251.10 4 "R N RISER 5" RWS DN M018 P TO FCO 00M 105 NPW 4 2" CA UP TO SPRINKLER RISER #1 ISOLATION BALL VALVE IN RISER 10" CO1A NPW NPW EXW if D -1 0--C — 2 "BW —T1 -- 2" UP TO WCO 2" NPW NPW NPW 0 z 1 - 1/2" 1 - 1/2" ---1 -1 /2" 4 " Of 4 " a- z 1 -1/2 "i 1/2" r••. TW TWR ESEW -1 • Of 111 COMPACTOR LEVEL SCALE: 1/2" = 1' -0 " 2 1/2"=1' —0" CLEARANCE REQUIREMENTS SEE DWGS A101 C, Al23C, Al24, Al25, Al26, AND Al27 FOR HORIZONTAL AND VERTICAL CLEARANCE REQUIREMENTS IN THE COMPACTOR LEVEL. PIPING AND DUCTWORK CANNOT BE INSTALLED WITHIN THE CLEARANCE ZONES. HEAT TRACING HEAT TRACING OF EXPOSED WATER PIPING IN AREAS OUTSIDE OF THE BUILDING THERMAL INSULATION ENVELOPE IS REQUIRED. SEE ARCHITECTURAL DWGS AND SECTION B/M118 FOR PIPING ENCLOSED BY THERMAL ENVELOPE. WATER AND DRAINAGE PLAN 0 2 .4 Scale Feet REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 City oribkwila BU G DIVISI(» RECEIVED JUN 14 2010 PERMIT CENTER DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C B REV 6/1 0/10 1/8/ 1/ 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING COMPACTOR LEVEL ENLARGED WATER AND DRAINAGE PLAN PROJECT NUMBER: C00405C09 SHT. OF: 476 DRAWING NUMBER: Ml 12A 619 0 fn 0 c RM NO RM NAME HEAT TRACE CO1 COMPACTOR BAY X CO1 A COMPACTOR BAY EXTENSION X CO2 TOP LOAD BAY X CO3 VESTIBULE C04 ELEVATOR MACHINE ROOM CO5 ELECTRICAL C06 MECHANICAL X C07 UNISEX TOILET 1 ABOVE C08 UNISEX TOILET 2 ABOVE C09 BREAK ROOM ABOVE C10 STORAGE - ABOVE CO7, C08 & C09 X 11111111111111111 1l /111L. lallhl 1 12 "x12" AD TOE WHA & TPV CWR CWS didlif 3/4 ", 3/4' � 11u.a..i'iI. a illanu al ui 'iI ..iu. ltra1 � U1' ii l1�' ij i li ii1 : �` akialI i�ilI• CWR I C WR - � . WR I a Ir y YWS : all ...m 'ii 7 I11iii! 2'FD -1 'F' F OOR DRAIN WITH TPV IN EQUIPMENT $PACE ABOVE 2" UP TO B■71 PUSH TO TEST INDICATOR LIGHTS MOMENTARY CONTACT SWITCH (SPRING RETURN TO CENTER) O) P . E ( N ) ( PEN CLOSED O M STORM CLOSED ALL INTERCONNECTING WIRING BY BAS CONTRACTOR VALVE POSITION AND CONTROL TERMINAL STRIPS. ALL TERMINATIONS BY BAS CONTRACTOR O ) P . E ( N �C WASTEWATER CLOSED OPEN -- WASTEWATER CLOSED OPEN CLOSED OPEN WV -1 TRANSFER BUILDING EMERGENCY WASTEWATER VALVE CONTROL V -9 SITE WASTEWATER VALVE CONTROL SWVP -T1 SITE & WASTEWATER VALVE CONTROL PANEL (NTS) PNEUMATIC VALVE POSITION TERMINAL BOARD V -10 SITE STORMWATER VALVE CONTROL — COMMON TERMINAL STRIPS ALL INTERCONNECTING WIRING BY DIV. 40 VALVE POSITION AND CONTROL TERMINAL STRIPS TERMINATION BY DIV. 40 R EVIEWED FOR ©ODECOMPLIAN APPROVED A UG 03 2010 City of Tukwila BUILDING DIVISI VALVE POSITION INDICATION WIRING BY DIV. 40 RECEIVE a JUN 1.4 2010 PERMIT CENTER 2 FD -1 TOILET 2", 1-1/2", If 1/2", 4" PIPING SHALL BE RACKED ALONG WALL 3/4 ", 1 /2 ", 2 ", 1/2" r NOTE: HEAT TRACING OF ALL WATER PIPING REQUIRED IN DESIGNATED ROOMS AND ALL EXTERIOR PIPING. MECH /TOILET /BREAK ROOM UPPER LEVEL PLUMBING PLAN UNISEX TOILETS & BREAK ROOM COMPACTOR LEVEL SCALE: 1/2" = 1' -0" 2 0 4 I Scale Feet DESIGNED LNS DRAWN NBD D VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" REV A 6/10/10 1/8/10 1/8/10 7/31/09 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 King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN PROJECT NUMBER: C00405C09 SHT. OF: 478 DRAWING NUMBER: M114 619 V 0 w ct 0 LL w m C/) ce 0 Co -J J U U clC 0 U- ci w C/) C!) —J Z LL z m U I- cc w 0 I w m N N v 0 Ld 0o N N 0 N 0 0 -v CLOSED MANUAL CLOSED CLOSED MANUAL CLOSED WASTEWATER WASTEWATER STORM WASTEWATER CLOSED MANUAL. CLOSED WASTEWATER V -9 SITE WASTEWATER VALVE CONTROL OPEN M ( WASTEWATER Vv -1 TRANSFER BUILDING EMERGENCY WASTEWATER VALVE CONTROL AUTO POSmON ENABLE REMOTE VALVE CONTROL MANUAL PosmoNS DISABLE ALL REMOTE VALVE CONTROL O M STORM CLOSED MANUAL STORM OPP WASTEWATER MANUAL CLOSED WASTEWATER MANUAL OPEN V -10 SITE STORMWATTR VALVE CONTROL PNEUMATIC VALVE POSITION TERMINAL BOARD SEE DETAIL C/M114 .s4 b 2" BOOSTER SYSTEM SUF FILTER BLOW DOWN 12"0 CA 4" UP W/ CHECK CONDUIT VALVE & ISOL. FROM CAMH -1 VALVE IN RI FLEX (TYP) DRAIN PVCP -T1 PNEUMATIC VALVE CONTROL PANEL SEE DETAIL E THIS SHEET 2" AIR FILTER 1 -1 2" FILT BLO DOWN 6" R S 6" RWS UP UP CONTROL PANEL 4 "FS -1 II II I d II II II 1 II I 1III III -i I I III II II Ii i a a / '/ SECTION COMPACTOR LEVEL SCALE: 1/2" = 1' -0" n ■ PVCP -T1 PNEUMATIC VALVE CONTROL PANEL COVER r FINISH FLOOR 248.5 ± - K--GLAND SEA —4- 20" SLEVE a — 16 "0 CONDUIT L a 237' -0" DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C B A REV MCI a NTS 6/10/10 1/8/10 1/8/10 7/31/09 DATE PUSH TO TEST INDICATOR LIGHTS DETAIL G SECTION COMPACTOR LEVEL SCALE. 1 2" = 1' -0" JAR JAR JAR JAR CHK'D ASCO SERIES 8344 - 1/2' DUAL SOLENOID MOMENTARY CONTACT 4 -WAY VALVE WI PLUGGER PORT EXCEPT FOR V-10 APPUCATION LNS LNS LNS LNS APP'D 1/2' SAFETY BALL VALVE O --- 12" re CONDUIT ^/- 3/4' SAFETY BALL VALVE 'el 1/2' AIR TO VALVES PVCP -T1 PNEUMATIC VALVE CONTROL PANEL INTERIOR (PIPING ONLY) NTS r FINISH FLOOR 248.5 f - GLAND SEAL G -- 1 6" SLEEVE A a G / / / / / / / / / / / 242' -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 " HWS & HWR FROM FUEL • H T ►. King County Department of Natural Resources and Parks Solid Waste Division Il PSON FILTER MODEL ML1 -6 W/ 1-1/2" FLUSH PORT (TYP OF 2) r 1 6" DRO W/ BUTTERFLY FLY R VALVE 0 BOTTOM INLET OF FILTER 4" NPW UP NPW 4" PW UP 1 11 II 1I 1I IO III I I I III 111 III I11 III III III III III III I I I III III III III III 6G 0 0 - 2" 4" 4" CA MECH. ROOM - MID LEVEL PLAN COMPACTOR LEVEL SCALE: 1/2" = 1' -0" CA MECH. ROOM - LOWER LEVEL PLAN COMPACTOR LEVEL SCALE: 1/2" = 1' -0" LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.85 C RECEIVED JUN 14 2010 PERMIT CENTER ESEW -2 C 2 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING COMPACTOR LEVEL AREA PLUMBING PLAN U CA 2 "V 4 "V City of Hip-1 ���p HEAT TRACE PAIIET 0 SCALE OF FEET R EVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 2 PROJECT NUMBER: C00405C09 BHT. OF: 479 619 DRAWING NUMBER: Ml 14A A I ® I O I C I O I O I O I O I 0 I O I I O 0 1 1 1 I 9a— 2" I : —_ —' — c> ' - _ �, A •„-A TO' V ■ COMPACTOR BAY f,' 61) OP = LO` E 0 FINISH FLOOR. SEE DRAWING S101. TCH ., TOP FINISH . SLOPE TO MATaH FLOOR. A ® ® TOP = 247.86 SEE DRAWING S101. D TOP = 247.18 M117 : -_- IL 1111111161111.61•111.-46. L J - -t -- -------------- - - - - -- - - -- \ /A //% � i //i -- �---t - -- . - -- — - -- _� =-- - i i % //, / IE = 243.60 '/.�!/.m /% /,< /A 244.11 — % / /.� / " —_ r " IE = 243.43 8 COVER • W, A 1 ® ID _ I cD I _ _ SECTION IE 5 i -8 I I 0 I = 240.0 0 0 A IE = 241.13 BOTTOM FROM TOP 10 Ill I O COMPACTOR NO.1 TSO BUILDING SCALE: 1/8"=1'-0" O I O I M111 III I I I r IZZ... Z U— fi.air►f ∎0:tti +(1 \�11f;fS ::Vfmttf1 1 '����tte 1�1}ti�C•.��� w._ mb } >m4� ;0• i Z��i�t���I _ .j I I ,__,, , �`__ ________ ____ _ __ _ _ _ _ _ _ _ _ _ _ Al .., . , _ TOP = FINISH SEED O;VU • ► e -- -----� O OWE _ COMPLIANCE IAPPPOVEQ AUG o 3 200 E &1Iiv ~ , IE = 243 ,40'E ( ATCH F B I M1 17 TOP = 248.14 QOR. I SING S101. � I - . - - - - - S - -- -- - - --- -- -- _ - _ - - ----- --- /, /,/ / \\ �i / /X4 \ r� /, IE = 244.39 � � �� IE = 2 - 3.73 (8 COVER) = ) IE 44.11 BUILDING ila SECTION IE = 241.48 IE DIVISION 0 8 16 = 241.38 B 8 RECEIVED ""I"? COMPACTOR NO.2 M111 TSO BUILDING Scale Feet JUN 14 2010 SCALE: 1 /8 " =1' -0" ` PERMIT CENTER � N.S• � "� �_ Q br r '11 ■ ��,� DESIGNED LN S • K i n Co unt Depart o f N a t ura l Resources and Parks Solid Waste Division L N S BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SO BUILDING COMPACTOR LEVEL BUILDING SECTIONS TI O N S PROJECT NUMBER: coo4o5co9 DRAWN NBD D 6/10/10 JAR LNS FINAL ISSUED FOR CITY OF TUKWILA PERMITS Sir. OF 481 619 LNS ENGINEERS, N INC. I N C. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 C 1/8/10 JAR LNS MODIFICATIONS SUBSEQUENT TO PERMIT APPLI .r � L' w ', AL � �O B 1/8/10 JAR LNS RESPONSE TO . CITY OF TUKWILA CORRECTION LETTERS DRAWING NUMBER: M 1 1 VERIFY SCALE A 7/31/09 JAR LNS ISSUED FOR CITY OF TUKWILA PERMITS BAR IS "ONE INCH ON ANSI D DRAWING 0 1" REV DATE CHK'D APP'D REVISION DESCRIPTION 0 0 V 0 0 w Et 0 U- w m ce 0 co - J J U I 1— ce w 0 LL 0 0 [ \ WV -1 PNEUMATIC ACTUATOR ADD 12" ACCESS OVER VALVE STEM WV - 1 11' -2" 10' -6" INSIDE PLAN VIEW 11' -2" 10' -6" 8 "DI -- 1/2" V� ® 0 L ® LULLLLLLLL LLLLLLLL LLLLLLLLLLLLL LLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLL LLLLL LLLLLUULLLLLL „ LLLUL r - - - - - CD 8" WV -1 PNEUMATIC ISOLATION VALVE 239.61 VAULT LID VALVE STEM COMPACTOR BAY DRY VALVE VAULT SCALE: 1/2" = 1' -0" DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" - LADDER SHOWN OPPOSE SIDE 8" DI IE = 237.5 2" BACKWATER ' VALVE W/ CO L 2" DRAIN TO SSMH -SP1 0.5% REV _ 6/ 10/10 1/8/10 1/8/10 7/31/09 DATE - TOP = FINISHED FLOOR SLOPE IN PLANE W/ CONCRETE FINISH. SEE DRAWING S101 JAR JAR JAR JAR CHK'D CO u7 00 LNS LNS LNS LNS APP'D 2" DRAIN TO SSMH -SP1 HEATING WATER MANHOLE TOP = FINISH FLOOR 248.0 7 N- BOTTOM = 236.0 16"0 CONDUIT IE = 237.0 F M111 M112 SCALE: 1 2 = 1' -0" 16 "0 CONDUIT IE = 242.0 (INSULATED) 2 C109 NOTE: PROVIDE 2" OVERFLOW- DRAIN 0 0.5% SLOPE TO SSMH -SP1 W/ BACKWATER VALVE. IE = 237.0. SUPPORT BACKWATER VALVE FROM BASE. PROVIDE 3" BASE DRAIN TO GRAVEL SUMP PER DETAIL 3/C109. RISER W/ CLEANOUT PLUG (TYP OF 3) 6" DI IE = 244.10 DROP TUBES (TYP OF 3) CHANNELED BASE 6 '_ 8 " 5' 4" VENT r— ,L LL_LIL�,LL I-1- LL_L _LLL -LL _LLLLLLLLLL LLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLL LLL .LLLLLL _LLLLLLLLLLLLL LLLL _LLLLLLLLLLLLL LLLL _LL LLLLLLLLL LLLLL _LL L. LLLLL LLLLLLLLLL _LL L LLLLLLLLLLLLLLLL W. LLL LLLLLLLLLLLLLLLL _LLLLLLLLLLLLL LLLLL _LLLLLLLLLLLLL LLLL LLLLLLLLLLLLL LLLL LLLLLLLLLLLLLL LLLLL LLL LeLLLI_ L.-L L.J�.L... L,L LLL.. LL ' L.�.IJ 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 I . - 2 ,_ 3 " - WATER LEVEL 6" DI IE = 244.01 - (4" DI OPPOSITE SIDE) SCALE: 1/2 " =1' -0" 6' SECTION TOP LOAD BAY VAULT 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 HEATING WATER MANHOLE VAULT LID Of � 1 2' -3 4 1' -6" 1' -6" If 5' -6" BRAIDED STAINLES HOT WATER HOSE HOT WATER CONDU HWS HWR LECTRICAL CONDUIT JUNCTION PULL BOX BY RESPONSIBLE DIVISION 23 / DIVISON 26 CONTRACTOR 1 c M112 RISER W/ CLEANOUT PLUG (TYP OF 6) 6" DI IE = 244.11 6" DI IE = 241.48 DROP TUBES (TYP OF 6) CHANNELED BASE King county Department of Natural Resources and Parks Solid Waste Division -2 '_ 3 " SCALE: 1/2"=1'-0" SIDE VIEW L L LLL LLL LL LL L _LLLLLLL _LL _LLLLLL _LLLLLL _LLLLLL _LLL _LLL L _LLLLL LLLLL LLLL 6" DI IE = 241.38 WATER LEVEL LLLLLLLLLLLL LLLLLLLLLLLL LLLLLLLLLLLL LLLLLLLLLLLL LLLLLLLLLLLL LL LLLLL LL LLLL k LL L LL LLLLL L LLL LLLLLLLLL 4" (NOT IN SECTION) (NOT IN SECTION) LLLL LLL LLLL ALL LLLLLL LL LL- LLLLLL LL _► LLL LLL LLLLL LL t�.L,.LMI L.LL LLLLLL.. TOP = FINISHED FLOOR SLOPE IN PLANE W/ CONCRETE FINISH. SEE DRAWING S101 _LLL'" - WATER LEVEL t 5 _6 „AP .' AUG 6' -8” 5 VAULT LID SEC 6' ON COMPACTOR BAY VAULT NO.2 24 "Lx 12 "Wx 18 "DEEP STAINLESS STEEL CATCH BASIN W/ 6" MECH. SEDIMENT BASKET FLANGE OUTLET BD -1 BOTTOM OUTLET BASKET DRAIN SCALE: 1/2" = 1' -0" BD -2 SIMILAR W/ ONE SIDE AND ONE END TRENCH DRAIN INLETS. SEDIMENT BASKET TO INCLUDE INLET CUTOUTS. NOTE: DUCTILE IRON PIPING BETWEEN BASKET DRAIN FLANGE AND COMPACTOR BAY VAULTS TO BE HYDOSTATICALLY TESTED TO 150 PSIG BEFORE CONNECTION TO BASKET DRAINS. CO 1' -6" f/ 5' -6" LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 PLAN VIEW RISER W/ CLEANOUT PLUG (TYP OF 5) 6 DI IE = 243.87 DROP TUBE TO 12" BELOW WATER LEVEL RISER TO CLEANOUT PLUG 6" DI IE = 241.25 DROP TUBES (TYP OF 5) CHANNELED BASE M111 M112 2' -3" SCALE: 1 /2 " =1' -0" END VIEW 5 ' SIM 6' -8" VAULT LID . A 6 ' SECTION COMPACTOR BAY VAULT NO.1 T'&oc Oqs TSO BUILDING COMPACTOR LEVEL VAULT DETAILS tl BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SPRING ASSISTED DOUBLE ACCESS DOORS W/ NEOPRENE GASKET SEAL 1' -6" 6" SHT. 482 CO PROJECT NUMBER: DRAWING NUMBER: WED IAONR E G ROVED 0 3 2010 RECEIVED JUN 14 2010 PERMIT CENTER C00405C09 OF: Tukwila G DIVISION M117 619 03 a I w CO - v ISO LEVEL 288' -7" EQUIPMENT LEVEL 272' -3" R ECEIVING LEVEL 68' -6" COMPACTOR L 248' -6" EVEL DESIGNED DRAWN LNS NBD VERIFY SCALE D 6/10/10 C 1/8/10 B 1/6/10 JAR JAR JAR LNS LNS LNS BAR IS ONE INCH ON A 7/31/09 ANSI "0" DRAWING 0 1" REV DATE CHK'D APP'D JAR LNS ESEW SOW POINT DRAIN THROUGH WALL INTO ECHANICAL ROOM CO6 RWS CLEARANCE REQUIREMENTS SEE DWGS A101 C, Al23C, Al24, Al25, Al26, AND Al27 FOR HORIZONTAL AND VERTICAL CLEARANCE REQUIREMENTS IN THE COMPACTOR LEVEL. PIPING AND DUCTWORK CANNOT BE INSTALLED WITHIN THE CLEARANCE ZONES. HEAT TRACING HEAT TRACING OF EXPOSED WATER PIPING IN AREAS OUTSIDE OF THE BUILDING THERMAL INSULATION ENVELOPE REQUIRED. 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 RWS RWS SECTION COMPACTOR NO.1 TSO BUILDING SCALE: 1 /8" =1' -0" 8 0 SCALE OF FEET SECTION 2 0 — RYVS —tali �G 09 - Oaf COMPACTOR NO.1 TSO BUILDING SCALE: 1/2"=1'-0" SCALE OF FEET 16 King County Department of Natural Resources and Parks Solid Waste Division LNS F NPW NPW CA 1 "CA- 2 "W 2 "W NPW NPW CA i ENCLOSED AREA. INSULATED FOR FREEZE PROTECTION. SEE ARCH DWGS. NPW NPW NPW CA LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 6 "W CA /4'NPW HRW- 0- 75 -1.5 LW LW 1 TSO BUILDING COMPACTOR LEVEL BUILDING SECTIONS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT REVIEW ECOM APR AU(� RECEIVED CA JU 4 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 483 C00405C09 DRAWING NUMBER: M118 619 O 0 4 "FD -2 2 "V UP PLUMBING HVAC - -��- = - - 3 ::111111111111111111111111111111111111111111111111111M1111111 MIIIIIIIIIIIIIIpIIIIIt1 11111 .II II 1111 � SIM. 'W/ REMOTE SOL NOID VALVE IN T P LOAD BAY CO2 AND W/O HOS BIBB 4" UP. PROVIDE SEISMIC JOINT WHERE PIPING CROSSES FROM TSO BUILDING TO TRANSFER BUILDING. SEE DETAIL 9/S238 FOR DIFFERENTIAL MOVEMENT BETWEEN BUILDINGS. 4" (HEAT TRACE) 0 STC 112 ROOM KEY RM NO 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 --119- 120 CH1 ELH STA STB STC RM NAME VESTIBULE MULTI—PURPOSE ROOM EXIT PASSAGEWAY UNISEX TOILET SOUTH RISER ROOM MISTING ROOM HPU ROOM DUST COLLECTOR ROOM LOADING AREA UNISEX TOILET COMMERCIAL RECEIVING FLOOR SELF—HAUL TIPPING FLOOR STORAGE NORTH RISER ROOM ELECTRICAL CLOSET UNISEX TOILET EPSS MECHANICAL ROOM PASSAGEWAY SELF —HAUL ENTRANCE MECHANICAL CHASE ELEVATOR HOISTWAY BUILDING STAIR A STAIRWELL BUILDING STAIR B STAIRWELL BUILDING STAIR C STAIRWELL 111 0 C WATER AND DRAINAGE PLAN LEVEL 1 TIPPING & RECEIVING SCALE: 1 /8" = 1' -0" I J PLUMBING P 09 6 ?S 5 1/8" RECEIVED JUN 1 4 2010 PERMIT CENTER 10 15 20 Feet Scale REIIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 of Moil& BUILDINfi DIVISION NM =I MI 1111•IIIIIIIIMINIIIMI MN INIIMI■ DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 1" B A REV 6/10 1/8/ 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 LAI 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 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING TIPPING /RECEIVING LEVEL ENLARGED WATER AND DRAINAGE PLAN PROJECT NUMBER: C00405C09 SHT. OF: 484 619 DRAWING NUMBER: M121 N 0 0 0 0 N M 0 0 co C ROOM KEY RM NO RM NAME 101 VESTIBULE 102 MULTI— PURPOSE ROOM 103 EXIT PASSAGEWAY 104 UNISEX TOILET 105 SOUTH RISER ROOM 106 MISTING ROOM 107 HPU ROOM 108 DUST COLLECTOR ROOM 109 LOADING AREA 110 UNISEX TOILET 111 COMMERCIAL RECEIVING FLOOR 112 SELF —HAUL TIPPING FLOOR 113 STORAGE 114 NORTH RISER ROOM 115 ELECTRICAL CLOSET 116 UNISEX TOILET 117 EPSS 118 MECHANICAL ROOM 119 EXIT PASSAGEWAY 120 SELF -HAUL ENTRANCE CH1 MECHANICAL CHASE ELH ELEVATOR HOISTWAY STA BUILDING STAIR A STAIRWELL STB BUILDING STAIR B STAIRWELL STC BUILDING STAIR C STAIRWELL 2 0 1/4"= —0" — — Scale Feet 10 DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" IIIIIIIIIIIIIIII 1-1/4", 2 ", 1 ", 3/4 ", 1-1/2", 3/4" 102 MN= WEN — F--H ___ MEN J ■1■ ■■ 1 ■■ 111 ■■ 11111111 // 11111 11 ■■xr ■■ 111 i 1 ■■ 111 ■ r 11 ■■ 11111 i 1 ■■ 1 11 11.�1 1 ■ 1111111 I 111 11 11 ■r 111 ` 11111 11 l 1 I Y -i■■•■r,Y,•�riA���A��1w�/igha■ O itha■ r'■ ��' A�Yahri ■r�����A�r,■■•���/1N�II�AHe 1■■ igli �iabi A�r'�If�■���1{I��l'Ui��Ial5 U' UU +1■ll \Ul'U�RAIM■R.lIIUl..IgUU1 IIIIIIIIIII(11111111111r III Iii Immo D 6/10/10 C 1/6/10 B 1/8/10 A 7/31/09 REV JAR JAR JAR JAR LNS LNS LNS LNS DATE CHK'D APP'D A -100— 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 LEVEL 1 TIPPING & RECEIVING SCALE: 1 /4" = 1' -0" r I ENLARGED EQUIPMENT ROOM PLANS King county Department of Natural Resources and Parks Solid Waste Division LNS 106 oc? LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 ELH REVIEWED �E APPROVED AUG 0 3 2010 oriblavia BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING TIPPING /RECEIVING LEVEL ENLARGED PLUMBING PLAN PROJECT NUMBER: SHT. OF: 486 C00405C09 DRAWING NUMBER: M123 619 CD 0 w cc 0 LL w m C/) 0 Co J J U 1 — ct w 0 —J Z U- ROOM KEY RM NO RM NAME 101 VESTIBULE 102 MULTI— PURPOSE ROOM 103 EXIT PASSAGEWAY 104 UNISEX TOILET 105 SOUTH RISER ROOM 106 MISTING ROOM 107 HPU ROOM 108 DUST COLLECTOR ROOM 109 LOADING AREA 110 UNISEX TOILET 111 COMMERCIAL RECEIVING FLOOR 112 SELF —HAUL TIPPING FLOOR 113 STORAGE 114 NORTH RISER ROOM 115 ELECTRICAL CLOSET 116 UNISEX TOILET 117 EPSS 118 MECHANICAL ROOM 119 EXIT PASSAGEWAY 120 SELF —HAUL ENTRANCE CH1 MECHANICAL CHASE ELH ELEVATOR HOISTWAY STA BUILDING STAIR A STAIRWELL STB BUILDING STAIR B STAIRWELL STC BUILDING STAIR C STAIRWELL YL ■ i- I NAM. EmrYI MEN NI= MOM M: RUNIE YSI 1 1 M109 M125 UNISEX TOILET 116 LEVEL 1 EQUIPMENT LEVEL SCALE: 1/2" = 1' -0" DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" r L 2" CA UP W/ ISOLATION VALVE IN RISER ROOM TO SERVE FIRE SPRINKLER DRY SYSTEM AIR MAINTENANCE DEVICES C A REV 6/10/10 1/8/ 1/8/10 7/31/09 DATE JAR JAR JAR CHK'D 2 ff i r 1 -1/4' NPW NPW IS VAL V SPA WATER MANIFOL RACKE V 1 -1/4" TO SPA 2" — I E FOR FUTURE C3 8 "0 SLEEVES l3,/ 8"0 - S -SHOWER RISERS — SIZE /LOCATION TO BE C FIRE SPRINKLER RISER # 'l NPW, "F D— IIIIIIIIIIIIII NPWDNW / - TI O N BALL ' TO SERVE ■uIIIuIuuII.IIll IIIIIIINIIIIIII IIIIIIIIII��IIII ERVICE SHALL BE IIIIII 1 -1 /off 18 "x18" BW —T1 12 " x1 2 WHA & AD TO VALVES AD TO TPV 1 2 "x12" AD TO WHO LEVEL 1 EQUIPMENT LEVEL SCALE: 1/2" = 1' -0" 1 gm ■ ■1 _ _ ■ um um 1 -1 ,, i1 �W/ HOFkIZONTAL CARRIER) IN VISA L I1 ■ J I I I ■ ■ 1 104 , um is I ■1 ■ ■1 ■ ■11■■■■■■■■■ ■■I Ill ■1 ii �.....� S■ P - 6 ■ ■ ■ ■ ■ l - .i: / ■1■11■1■ iuiiriinui ■niin■iiuin1 ■I I■ Ii i■ I' I, i■ ni ■" i■ I��i■' i■ ��i■ e� ,i ■I��i ■ "i ■��i ■�,i ■I��i ■I�'i ■11 JAR LNS LNS LNS LNS APP'D RISER ROOM 105 & UNISEX TOILET 110 LEVEL 1 EQUIPMENT LEVEL SCALE: 1/2" 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 King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 7713 PIONEER. WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .5175 1-1/2", 3/4" ¥& oc1g- 2 •• 1 /2 " =1' -0" Scale BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ISO BUILDING TIPPING /RECEIVING LEVEL AREA PLUMBING PLANS R EVIEWED FOR C COMPLIANCE A PPROVED AUG Q 3 2010 C ity of Tukwila BUI LDING DMRInl`I RECEIVED JUN 14 2010 PERMIT CENTER 0 2 4 PROJECT NUMBER: C00405C09 Feet SHT. OF: 487 DRAWING NUMBER: M124 619 0 0 0 N) (L) 0 0 U) c J Z U- ROOM KEY RM NO RM NAME 101 VESTIBULE 102 MULTI — PURPOSE ROOM 103 EXIT PASSAGEWAY 104 UNISEX TOILET 105 SOUTH RISER ROOM 106 MISTING ROOM 107 HPU ROOM 108 DUST COLLECTOR ROOM 109 LOADING AREA 110 UNISEX TOILET 111 COMMERCIAL RECEIVING FLOOR 112 SELF —HAUL TIPPING FLOOR 113 STORAGE 114 NORTH RISER ROOM 115 ELECTRICAL CLOSET 116 UNISEX TOILET 117 EPSS 118 MECHANICAL ROOM 119 EXIT PASSAGEWAY 120 SELF —HAUL ENTRANCE CH1 MECHANICAL CHASE ELH ELEVATOR HOISTWAY STA BUILDING STAIR A STAIRWELL STB BUILDING STAIR B STAIRWELL STC BUILDING STAIR C STAIRWELL 1/21W DN TO EW -1 /2 "V FROM EW -1 3/4" DN W/ ISOLATION BALL VALVE AND DRIP LEG W/ 1/2" BALL VALVE FOR MISTING SYSTEM BLOWDOWN FILTER ODOR NEUTRALIZER INJECTION TRAPPED 3/4 "C TO FFD -1 2"FFD— 1 3 � U U TYPICAL ODOR NEUTRALIZER CHEMICAL TANK ODOR NEUTRALIZER PUMP DESIGNED DRAWN LNS NBD r VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 1" C B A REV 6/ 10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D LEVEL 1 FOUNDATION EQUIPMENT LEVEL SCALE: 1/2" = 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 ENLARGED MISTING ROOM PLAN King County Department of Natural Resources and Parks Solid Waste Division LN S MISTING SYSTEM LINES UP 1 " LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 RECEIVED PERMIT CENTER 2 1/2 " =1' -0" Scale 0 CONSTRUCTION NOTES HIGH VOLUME, LOW PRESSURE SPRAY SYSTEM PIPING SHALL BE COPPER. 0 HIGH VOLUME, LOW PRESSURE SPRAY HEAD WITH ADJUSTABLE SPRAY PATTERN AND DIRECTION. CORE DRILL CONCRETE AND PROVIDE GLAND SEAL. MATCH ELEVATION OF HEADS SHOWN ON 2/M162. PROVIDE ISOLATION BALL VALVE IN VERTICAL LINE DN TO HB -1. LABEL HB -1 "NON— POTABLE WATER — DO NOT DRINK ". GENERAL NOTES SEE DWG M163 FOR MISTING SYSTEM SCHEMATIC PLAN. SEE DWG M161 FOR MISTING SYSTEM ZONING PLAN. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 2010 City ofTukvida BUILDING DIVI Iflto 2 4 Feet BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING TIPPING /RECEIVING LEVEL MISTING ROOM PLAN PROJECT NUMBER: SHT. OF: 488 C00405C09 DRAWING NUMBER: M124A 619 0 0 W 0 L LLJ m Cl) 0 Co J -J 0 Cl) W 0 0 clf 0 LL W V, J z LL ROOM KEY HEAT TRACE RM NO RM NAME 101 VESTIBULE 102 MULTI- PURPOSE ROOM 103 EXIT PASSAGEWAY 104 UNISEX TOILET 105 SOUTH RISER ROOM 106 MISTING ROOM 107 HPU ROOM 108 DUST COLLECTOR ROOM 109 LOADING AREA X 110 UNISEX TOILET 111 COMMERCIAL RECEIVING FLOOR X 112 SELF -HAUL TIPPING FLOOR X 113 STORAGE ABOVE 114 NORTH RISER ROOM ABOVE 115 ELECTRICAL CLOSET 116 UNISEX TOILET ABOVE 117 EPSS 118 MECHANICAL ROOM X 119 EXIT PASSAGEWAY ABOVE 120 SELF -HAUL ENTRANCE X CH1 MECHANICAL CHASE X ELH ELEVATOR HOISTWAY STA BUILDING STAIR A STAIRWELL STB BUILDING STAIR B STAIRWELL STC BUILDING STAIR C STAIRWELL X N u_ Z U 1— m ce En W w v 0 oo N N 0 0 0 v a N, 0 Cn SUPPORT CWS & CWR HPU HYDRAULIC LINES. WITH COMPACTOR MANU PIPE SUPPORTS SHALL OVERHEAD WITHIN HPU ROOM 107. INES UN COOR ATE RER. 4 UP 2" UP 3" UP CWS 3/4 ", 1-1/4" CWR COMM actj Ijri • - r,.— 8x888: -. _.__ :. I t l ei�l I� iiii 'I l III Il■ �I Ileamo - -- TWR 1- 1 " 4� 4 , - TWR 1 ",3/4 ", 1-y 3/ 1 -1 4 " V UP CW5 MIME ■M■!L ■M■ III -. �I _" I { +11 II �� +1 III I( +11 fir+) � ,I \\✓ // \��/ \\ im- �_' �_� „, m iir,,,,,.., , , , , , , , , , , , , , , , , , /p' / / /// C P/// ,,,y,,, . MIN all ► \M ■MU■ ■ ■E■ M■■■ ■M■ Mil UPPER NUM MM- - u Mat ■M. -.. -: - N u mu Now -u -iu MN= - NMI _ ru` mum ■■■ ■■u■: 1.. II.. �Irr II:: �1 : r+11wr'�Irr'iI::iUr:�lr:�lirr1� ■■ ■ ■qi ■■ ■►�. ■ ■■■ I N N - =: Mit NOW MI AY NS RA EX C• DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI " D ” DRAWING 0 1 C 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 i 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 Ian Lid King County Department of Natural Resources and Parks Solid Waste Division 4"0 METHANE VENT UP 4 ", 3/4 ", 1 -1 /2" LOWER LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 K PIPING ALONG INSIDE OF ERIOR WALL. ORDINATE ROUTING /FIRE SPRINKLER IN. SEE DWG M103 OR CONTINUATION 1/4"= 0" 1 HYDRAULIC LINES BY COMPACTOR MANUFACTURER SEE MANUFACTURERS DRAWINGS FOR ROUTING 1 HPU RADIATOR HPU RADIATOR PIPING TIPPING & RECEIVING SCALE: 1/4" = 1' -0" NOTE: HEAT TRACING OF ALL WATER PIPING REQUIRED IN DESIGNATED ROOMS AND ALL EXTERIOR PIPING. HPU /DUST COLLECTOR AREA PLUMBING PLAN LEVEL 1 TIPPING & RECEIVING SCALE: 1/4" = 1' -0" Ilti 1 t5 2 0 2 4 6 8 10 - Ell ME - - Scale Feet BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING TIPPING /RECEIVING LEVEL HPU /DUST COLLECTOR AREA PLUMBING PLAN 1 HPU RADIATOR (D/' PROJECT NUMBER: CODE � FOR PLIANCE APPROVED AUG 0 3 2010 BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER C00405C09 SHT. OF: 489 619 DRAWING NUMBER: M125 0 0 N M 0 0 N C 0 O w a U- w m 0 CO J U cn w J z U- z m U I- w a I w 0 N 0 0 0 03 N N 0 0 0 0 V M145 STEM D REA ST —T1 2000 GALLONS NOTE: SEE D HYDRONIC OF THI CWR CWS II IIIIIII NPW — NPW NPW — CWR CWR CWS— CWS NPW CWR ENLARGED PLUMBING PLAN LEVEL 1 TIPPING & RECEIVING SCALE: 1 /2" = 1' -0" DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A REV 6/10/10 1/8/10 1/8/10 JAR JAR JAR JAR CHK'D LNS LNS LNS 7/31/09 DATE LNS APP'D 0 2" UP TO DC —T1 108 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 d 3/4" CA CA L L King County Department of Natural Resources and Parks Solid Waste Division 1 -1/2 ", ,t L 2", 1— 1/4 ", 1 -1/4" 1 /2 ", 1-1/2", 3/4" 2" CWS AND CWR LINES UP TO MECH. ROOM HEAT PUMPS AND 1-1/4" CWS AND CWR DOWN WWHP —T2 STA 1 TW 1 S P I i2'I11WC 1 2 "TW CWR CWS TWR CH1 ALONG VENT C— CW 1"HW 3" 3", TW 0 0 2 - WR WS LEVEL 1 TIPPING & RECEIVING SCALE: 1/2" = 1' -0" LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 1/2 ", 1 -1/2" WR �= 41 -4 ; " ENLARGED PLUMBING PLAN 109 119 I I 0 0 BF -T1 — 1475 GALLONS L 5 M018 6 M018 ce U Z I 2" WASTE FOR FUTURE CONF. ROOM SINK Z z 118 L NOTE: SEE DWG M146 FOR HYDRONIC SYSTEM DIAGRAM OF THIS AREA �GO� -Oqs BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING TIPPING /RECIEVING LEVEL LOADING AREA ENLARGED PLUMBING PLANS REVIEWED FOR CODE COMPLIANCE APPROVED A UG 03 2010 City of Tukwila B UILDING DIVIRION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 490 C00405C09 DRAWING NUMBER: M 12 5A. 619 V d 0 N LLI RM NO RM NAME 201 LOBBY 202 MECHANICAL 203 CONFERENCE 204 OFFICE 1 205 OFFICE 2 206 COMM /SERVER ROOM 207 UNISEX TOILET 6 208 OFFICE STORAGE 209 SUPERVISOR OFFICE 210 BREAK ROOM 211 CUSTODIAL 212 WOMEN'S RESTROOM 213 MEN'S RESTROOM 214 WOMEN'S LOCKER 215 WOMEN'S SHOWER 216 MEN'S LOCKER 217 MEN'S SHOWER 218 MEN'S LAUNDRY AREA 219 HALL 1 220 HALL 2 DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C REV 6/ 1/8/ 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D L L LNS LNS LNS LNS APP'D I LEVEL 2 ISO LEVEL SCALE: 1/8" = 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 WATER AND DRAINAGE PLAN -0" I` I 6 "RW I I RW �w STEEL BEAM PENETRATION - 4"UP TO RD -1 tgl King County Department of Natural Resources and Parks Solid Waste Division 0 "d/i, 40V1/ a RW RW 1 /8 " =1' -0" 5 0 Scale RW RW RW 10 15 20 - - - Feet 203 RW RW� 4 "UP TO RD -1 LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 L REVIEWED I gp PA011ED AUG 0 3 2010 BUILaNG D If1n� CdyotTukNala BUILDING' IVIRIfK RECEIVED � O ��/ 07 JUN 14 2010 PERMIT CENTER BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TS0 BUILDING TS0 LEVEL ENLARGED WATER AND DRAINAGE PLAN PROJECT NUMBER: C00405C09 SHT. 495 OF: DRAWING NUMBER: M131 619 1.0 I CV d' O gr- 00 I 0 0 W �1C U- W m C,) DC 0 Co U C,) W 0 0 0 0 W cn J z TTTTITI A— U CWR CWS DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 1" LTTTIT MECH. ROOM ENLARGED PIPING PLAN LEVEL 2 TSO LEVEL SCALE: 1 /2" = 1' -0" A REV HHP T4 CWR CWS 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D 4 -1 -1/2" O 2 "FFD -1 IT TI rn � U U ITTT HHP T6 I TITFTTI CWR CWS-n- cc U TT CWR CWS 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 ITHT H q�gla IVO 3 La King county Department of Natural Resources and Parks Waste Division 4 " , ' 'I I LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 MECH. ROOM ENLARGED PIPING ELEVATION C LEVEL 2 TS0 LEVEL SCALE: 1/2" = 1' -0" :P&O3 O9ST BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING TSO LEVEL MECH. ROOM ENLARGED PIPING PLANS AND ELEVATION REVIEWED FOR CODE COMPLIANCE APPROVED Aub 0 3 2010 C o 1/kwNa BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 499 DRAWING NUMBER: M135 619 LO LO LC) U, 1 C\1 d' I O Co 1 0 0 uJ 0 U- w m Cl) 0 CO el' -J U Cl) L 0 U 0 0 w Cl) Cl) J Z U. HHP HI- P fHP HHP T HHP 1 ® r T6 r r �I- �I .— I I - . � I i t ,_� _ I . . P R R I ill CWR ( CW ' 1� 1" -- q _1 �, S CWS • 77, 2 "FFD - 1 -1 /A" 1 -1 IA" _ 1" 1 -1 /0" 1 -1 /0" _ z /A» nu n" TTTTITI A— U CWR CWS DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 1" LTTTIT MECH. ROOM ENLARGED PIPING PLAN LEVEL 2 TSO LEVEL SCALE: 1 /2" = 1' -0" A REV HHP T4 CWR CWS 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D 4 -1 -1/2" O 2 "FFD -1 IT TI rn � U U ITTT HHP T6 I TITFTTI CWR CWS-n- cc U TT CWR CWS 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 ITHT H q�gla IVO 3 La King county Department of Natural Resources and Parks Waste Division 4 " , ' 'I I LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 MECH. ROOM ENLARGED PIPING ELEVATION C LEVEL 2 TS0 LEVEL SCALE: 1/2" = 1' -0" :P&O3 O9ST BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING TSO LEVEL MECH. ROOM ENLARGED PIPING PLANS AND ELEVATION REVIEWED FOR CODE COMPLIANCE APPROVED Aub 0 3 2010 C o 1/kwNa BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 499 DRAWING NUMBER: M135 619 LO LO LC) U, 1 C\1 d' I O Co 1 0 0 uJ 0 U- w m Cl) 0 CO el' -J U Cl) L 0 U 0 0 w Cl) Cl) J Z U. RM NO RM NAME 201 LOBBY 202 MECHANICAL 203 CONFERENCE 204 OFFICE 1 205 OFFICE 2 206 COMM /SERVER ROOM 207 UNISEX TOILET 6 208 OFFICE STORAGE 209 SUPERVISOR • OFFICE 210 BREAK ROOM 211 CUSTODIAL 21,2 WOMEN'S RESTROOM 213 MEN'S RESTROOM 214 WOMEN'S LOCKER 215 WOMEN'S SHOWER 216 MEN'S LOCKER 217 MEN'S SHOWER 218 MEN'S LAUNDRY AREA 219 HALL 1 220 HALL 2 n n (I) 3/4 ", 1-1/2" 1 -1 /2 "- ,____1 » 1» 1 -1/4 ", 2" PDI -'B' 1 09, 1 2 c li 1 u l '-' , u I UI 2" 2 - 4" �■o0�i�i� 1 12 X30 C FOR SPRI DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LNS PLUMBING FLOOR PLAN - WEST LEVEL 2 TSO LEVEL SCALE: 1 /4" LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .5175 1/2", 4" VTR JIL ELEVATION DIAGRAMMATIC -1/2", 1 2" B M136 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 of Tukwila B�UIIDINC DIVISION RECEIVED JUN 14 2010 PERMIT CENTER A M3 1 o P BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING TSO LEVEL PLUMBING FLOOR PLAN - WEST 4" PROJECT NUMBER: SHT. 500 C00405C09 OF: DRAWING NUMBER: M136 619 c9 0 w ct 0 U - w m cn 0 co J J U U ce 0 U- 0 w O7 J Z U- DESIGNED DRAWN LNS NBD 2" CWS & CWR W/ CONTROL RACEWAY PIPE PENETRATION SYSTEM W/ FLEXIBLE BOOTS AND DOUBLE SST DRAW BANDS D 6/10/10 C 1/8/10 B 1/8/10 LEX CONNECTIONS N JAR JAR JAR LNS LNS LNS VERIFY SCALE BAR IS ONE INCH ON A 7/31/09 JAR LNS ANSI "D" DRAWING 0 1" REV DATE CHK'D APP 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 SEE DETAIL 6/A182 FOR CURB DETAIL. PROVIDE CO TINUOUS WELD FLAS 1NG C • _ : SMACNA RIDCS - FIG. 15 -15, (TYP ALL TSO ROOF DUCT PE ETRATIONS) ;mill itip IIIJIIIIHI ItIIIIl /1t1i11/111ii11 /l d _ i ' E - .ilttllttll t IIl1111IHItHiutINll UHIM111IIIIIl111IIH11OI King County Department of Natural Resources and Parks Solid Waste Division EQUIPMENT SUPP STATIC DEFLECTIO SPRING ISOLATION ■ RTS W/0.75" SEISMIC RESTRAINT (TYP OF 6) SEE DETAIL 7/A182 SEE DETAIL 6/A182 DRY COOLER SECTION SCALE: 1/2" = 1' -0" -- COMPRESSED SPRING SUPPORT TO CARY DEAD LOAD OF UPPER DUCT (TYP OF 2) EF -T2 EXHAUST DUCT SECTION SCALE: 1/4" = 1' -0" (EF - T3 SIMILAR) M138 M128 SEE DETAIL 6/A182 FOR CURB DETAIL. PROVIDE CONTINUOUS WELD FLASHING COLLAR SMACNA RIDCS - FIG. 15 -15. SCALE OF FEET DUST COLLECTION INTAKE DETAIL SCALE: 1/2" = 1' -0" CONTINUOUS WELD FLASHING. EXTEND DOWN 4" FROM TOP OF CURB DUST COLLECTION SYSTEM INLET PROVIDE BELLMOUTH INLET FITTING W/ 12 GAUGE - 1" MESH SST SCREEN LNS 16`x16` DUCT ACCESS UGOR N " 4 RD- ENLARGED MECHANICAL ROOF PLAN ROOF TRANSFER & TSO BUILDING SCALE: 1/8" = 1' -0" LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 "PG BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING TSO ROOF LEVEL ENLARGED HVAC PLAN REVIEWED FOR CODE COMPLIANCE APPROVED AUG 03 2010 Cityoflbkwoe BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 502 C00405C09 DRAWING NUMBER: M138 619 z U I- W 0_ w 0 N I Y v O co 0 N r 0 0 a a AHU -T1 SECTION SCALE: 1/2" = 1'0" AHU -T1 SECTION SCALE: 1 /2" = 1' -0" DESIGNED 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 APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION SHAFT -118 1/2", 1-1/2", 1/2", 3/4 ", -1/2" SHAFT -006 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS SCALE: 1 /4" = 1'0" SHAFT -203 MECH. RM C061SHAFT SECTION King County Department of Natural Resources and Parks Solid Waste Division HAFT -203 S AFT -202 S AFT -109 SHAFT -118 1/2" CWS & CWR LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 SCALE: 1 /4" = 1'0" WWH P-T2 WWHP -T1 1'60 3. 09% MECH. RM C06 /LOADING AREA 109 SECTION "cw5 " CWR 1 -1/4" BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING MECHANICAL SHAFT SECTIONS AND DETAILS PROJECT NUMBER: SHT. OF: 503 C00405C09 DRAWING NUMBER: a 0 ED N M a) 0 0 0, WEST SIDE RAINWATER VAULT SEE DWGS M101 AND M171 DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" FM —T2 D C A REV RWS NO MANUAL FILL NC 6/1 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR CHK'D JAR LNS LNS LNS LNS APP'D RWS� — RWS - N0= I NC NPW NPW WEST SIDE RAINWATER VAULT DRAIN NC RWS RWS WEST SIDE AUTOMATIC RAINWATER VAULT FILL VALVE ENERGIZE OPEN, SPRING CLOSE OPEN LIMIT SWITCH, 120V NPW NPW NPW PUMP DRAIN 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 EXPANSION TANK 264 GALLON PUMP DISCHARGE HEADER PUMP SUCTION HEADER MANUAL BLOWDOWN RAINWATER VAULT CROSSOVER RWS RWS RWS NO NPW NPW NPW MANUAL SLOWDOWN BP —T1 BOOSTER PUMP NPW NC 0 NO r w NO RWS RWS 1 "al King County Department of Natural Resources and Parks Solid Waste Division N EAST SIDE RAINWATER VAULT DRAIN NC EAST SIDE AUTOMATIC RAINWATER VAULT FILL VALVE ENERGIZE OPEN, SPRING CLOSE OPEN LIMIT SWITCH, 120V RWS NPW NPW NPW NPW RAINWATER/NPW BOOSTER SYSTEM SCHEMATIC DIAGRAM SCHEMATIC LNS BSF —T1 BOOSTER SYSTEM FILTER 5— CA Pain ler 0 AUTOMATIC BLOWDOWN TO DRAIN MANUAL BLOWDOWN —► CA FM —T4 NO i I �C NO Z 0 I= CO Z 1 z z z RWS—r- RWS RWS =N0 I MANUAL FILL NC = NC N NPWJ NC NO RWS RWS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.8 .5175 NO EAST SIDE RAINWATER VAULT SEE DWGS M171 AND M172 AUTOMATIC BOOSTER PUMP ENERGIZE OPEN, SPRING CLOSE BYPASS VALVE RWSJ ce cn BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING RAINWATER /NPW BOOSTER SYSTEM SCHEMATIC DIAGRAM REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 City dibble BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER DRAWING NUMBER: M142 GREEN 0 —0 RED SCADA WIRING RED 0 — 0 GREEN V -8 STORM SCADA WIRING POSITION SELECTOR SWITCH HOT LOAD PAD TO STORM (NORMALLY OPEN) TO WASTEWATER (NORMALLY CLOSED) STORM OPEN STORM CLOSED NO -FAIL CLOSED REMOTE CONTROL /INDICATION AT HOT LOAD PAD (SCADA) REMOTE CONTROL /INDICATION AT TRANSFER BUILDING COMPACTOR LEVEL, PANEL SWVP -T1 LOCAL MANUAL CONTROL AT COMPACTOR LEVEL PANEL PVCP -T1 REMOTE CONTROL /DISPLAY AT CEDAR HILLS (SCADA) HOT LOAD PAD A A z < z z Z Q ce o o E5: Io (no o (n o V -7 HOT LOAD PAD SCHEMATIC WASTEWATER CLOSED WASTEWATER OPEN NC -FAIL OPEN POSITION SELECTOR SWITCH WEST TRAILER TO STORM (NORMALLY CLOSED) TO WASTEWATER (NORMALLY OPEN) STORM CLOSED STORM OPEN CD z <Z a ° o V -2 cn WEST TRAILER PAD STORM - > NC SCHEMATIC C.cZ V �0 0_ 0 DESIGNED DRAWN NO RED GREEN SCADA WIRING —0-WASTEWATER WASTEWATER OPEN WASTEWATER CLOSED LOCAL MANUAL CONTROL AT COMPACTOR LEVEL PANEL PVCP -T1 REMOTE CONTROL /INDICATION AT TRANSFER BUILDING COMPACTOR LEVEL, PANEL PWVP -T1 REMOTE DISPLAY AT CEDAR HILLS (SCADA) a W 0 WEST TRAILER PAD LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" GREEN RED SCADA WIRING D C B A REV A V -1 WASTEWATER 6/10/10 1/8/10 1/8/10 7/31/09 DATE A AIR _ VENT AUTO JAR JAR JAR JAR CHK'D APP'D 3 -WAY SOLENOID VALVE W/ MANUAL OVER -RIDE 3 -WAY SOLENOID VALVE W/ MANUAL OVER -RIDE LNS LNS LNS LNS RED O —0 GREEN SCADA WIRING RED O — 0 GREEN SCADA WIRING 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 POSITION SELECTOR SWITCH SOUTH PROCESSING AREA TO STORM (NORMALLY CLOSED) TO WASTEWATER (NORMALLY OPEN) STORM CLOSED STORM OPEN NC -FAIL CLOSED LOCAL MANUAL CONTROL AT COMPACTOR LEVEL PANEL PVCP -T1 REMOTE CONTROL /INDICATION AT TRANSFER BUILDING COMPACTOR LEVEL, PANEL SWVP -T1 REMOTE DISPLAY AT CEDAR HILLS (SCADA) V -4 STORM STORM CLOSED STORM OPEN LOCAL MANUAL CONTROL AT COMPACTOR LEVEL PANEL PVCP -T1 REMOTE CONTROL /INDICATION AT TRANSFER BUILDING COMPACTOR LEVEL, PANELS SWVP -T1 REMOTE DISPLAY AT CEDAR HILLS (SCREEN MONITOR) WITH LOCAL PANEL -VIEW MMI DISPLAY PANEL o z L e n i az ix V -6 V) 0 o STORM ><I -► o ZW SOUTH PROCESSING AREA POSITION SELECTOR SWITCH EAST TRAILER TO STORM (NORMALLY CLOSED) TO WASTEWATER (NORMALLY OPEN) NC SOUTH PROCESSING AREA EAST TRAILER PAD SCHEMATIC EAST TRAILER PAD z Eo WASTEWATER OPEN WASTEWATER CLOSED F. - NO -FAIL OPEN WASTEWATER OPEN WASTEWATER CLOSED NO SCADA WIRING z z Q E a 0 0 V -5 WASTEWATER V -3 GREEN RED GREEN O O RED SCADA WIRING ►WASTEWATER King County Department of Natural Resources and Parks Solid Waste Division A 3 -WAY SOLENOID VALVE WI MANUAL OVER -RIDE AIR VENT AUTO 3 -WAY SOLENOID VALVE W/ MANUAL OVER -RIDE LNS LOCAL MANUAL CONTROL AT COMPACTOR L REMOTE CONTROL /INDICATION AT TRANSFER COMPACTOR LEVEL, PANEL SWVP -T1 REMOTE CONTROL /INDICATION AT TRANSFER EQUIPMENT LEVEL, PANEL WVP -T1 REMOTE DISPLAY AT CEDAR HILLS (SCADA) W09-OR POSITION SELECTOR SWITCH SITE WASTEWATER DRAIN (NORMALLY OPEN) FAIL OPEN LOCAL MANUAL CONTROL /INDICATION AT COMPACTOR LEVEL PANEL PVCP -T1 REMOTE CONTROL /INDICATION AT TRANSFER BUILDING COMPACTOR LEVEL, PANEL SWVP -T1 POSITION SELECTOR SWITCH SITE WASTEWATER DRAIN (NORMALLY OPEN) FAIL OPEN LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 V -9 TO OFFSITE WASTEWATER (FUTURE) SCHEMATIC WASTEWATER OPEN WASTEWATER _O CLOSED RED SCHEMATIC WV -1 TO WASTEWATER HOLDING TANK GREEN SCADA WIRING NO FAIL OPEN WASTEWATER VALVE VAULT SITE WASTEWATER FLOW GREEN WASTEWATER OPEN WASTEWATER CLOSED COMPACTOR BAY DRY VALVE VAULT BAS MONITORING AND LOCAL CONTROL ONLY A WASTEWATER OUTFLOW NOTE: WASTEWATER SHUTOFF VALVE OPERATION PROVIDED TO ISOLATE OFF SITE WASTEWATER FLOW (FUTURE CONNECTION) BUILDING RED EVEL PANEL PVCP -T1 BUILDING SCADA WIRING NO FAIL OPEN 4 TRANSFER BUILDING. DRAIN BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT WASTEWATER DRAINAGE CONTROL AND MONITORING SCHEMATIC DIAGRAMS 3 -WAY SOLENOID VALVE W/ MANUAL CONTROL AIR _ VENT AUTO 3 -WAY SOLENOID VALVE W/ MANUAL CONTROL AIR i _ VENT AUTO A NOTE: WASTEWATER SHUTOFF VALVE OPERATION PROVIDED TO LIMIT HYDRAULIC OIL LEAK/ RUPTURE FROM COMPACTORS AND HPU'S. TRANSFER BUILDING WASTEWATER FLOW REVIEWED FO CODE COMPLIANCE . APPROVED AUG 0 3 2010 !P!NG ... �M8D IQN RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 506 C00405C09 DRAWING NUMBER: M143 619 0 0 c I- trx a i w 0 m V 0 0 03 N 0 N 0 0 N 0 i a- rn N 0 0 DOMESTIC WATER SUPPLY DOMESTIC WATER SUPPLY FM -S1 SCALE FACILITY POTABLE WATER FM -T1 TSO FACILITY POTABLE WATER D RPBP D4`1` FM-T3 NON- POTABLE WATER TO MISTING SYSTEM D FM -T2 NON- POTABLE MAKEUP WATER TO BOOSTER PUMP SYSTEM BOOSTER PUMP PRESSURE MONITORING (SCADA /LOCAL ALARM) RAINWATER CONTRIBUTION BOOSTER PUMPS ALARM (BAS) FM -T4 TOTAL NPW USE THROUGH BOOSTER SYSTEM (INCLUDES RAINWATER AND NPW MAKEUP) FM -T5 NON- POTABLE WATER TO TIRE WASH NON- POTABLE D WATER TO HOSE REELS AND EXTERIOR GROUND HYDRANTS DOMESTIC /NON — POTABLE WATER USAGE SCHEMATIC SCHEMATIC POTABLE WATER USAGE COMPRESSED AIR SYSTEM TSO DOMESTIC • POTABLE WA ER USE -MEA URED (SCADA) - SCALE FACILITY DOMESTIC • S AIR PRESSURE MONITORING (SCADA /LOCAL ALARM) SCADA TO TRANSMIT TO BAS FOR DISPLAY T M AS NON- POTABLE WATER USAGE • MISTING SYSTEM - MEASURED (SCADA) • MAKE -UP WATER BOOSTER SYSTEM - MEASURED (SCADA) • TOTAL NON- POTABLE WATER USE- MEASURED (SCADA) • TIRE WASH SYSTEM- MEASURED (SCADA) • RAINWATER CONTRIBUTION - CALCULATED (SCADA) TOTAL WATER USAGE • TOTAL WATER OUTFLOW- CALCULATED (SCADA) • TOTAL PURCHASED DOMESTIC WATER- CALCULATED* (SCADA) *MEASURED IF INTERFACED WITH HIGHLINE WATER DISTRICT METER LOCAL REMOTE DISPLAY (BAS) • DAILY /WEEKLY /MONTHLY /ANNUALLY • LOCAL WATER USE TARGET /USAGE • DISPLAY IN TSO BREAK ROOM -FLAT PANEL MONITOR NOTE: WATER USE DATA (MEASURED AND CALCULATED) TO BE TRANSMITTED TO BAS FOR DISPLAY VIA INTERNET FROM SCADA. BAS TO PROVIDE TARGET /USEAGE (ADJUSTABLE TARGET LEVELS THROUGH BAS) AIR COMPRESSOR DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C REV 6/10 1/8/10 1/8/10 7/31/09 DATE D King County Department of Natural Resources and Parks Solid Waste Division JAR JAR JAR JAR CHK'D NON- POTABLE WATER SHUTOFF VALVE (SCADA) (NORMALLY OPEN) BOOSTER PUMPS ENABLE /DISABLE (SCADA) (NORMALLY ENABLED) \M 14.4/ SCHEMATIC LNS LNS LNS LNS APP'D NON- POTABLE WATER BOOSTER PUMPS •ALARM MONITORING (SCADA) SCADA TO TRANSMIT TO BAS FOR DISPLAY TRANSFER BUILDING NON — POTABLE WATER 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 WEST SIDE RAINWATER VAULT SCADA MONITORING OF FUEL STORAGE • FUEL STORAGE TANK INTERSTITAL SPACE LEAK DETECTION ALARM • DISPENSER CONTAINMENT PAN LEAK DETECTION ALARM • FUEL STORAGE TANK HIGH TEMP ALARM • FUEL STORAGE TANK LOW TEMP ALARM FUEL INVENTORY AND TANK LEVEL MONITORING PROVIDED BY STAND -ALONE PLC FUELING STATION SCHEMATIC *REDUNDANT FLOAT LEVEL MONITORING TO BE PROVIDED THROUGH SCADA NOTE: REMOTE MONITORING IS AVAILABLE AT CEDAR HILLS THROUGH THE SCADA SYSTEM. BAS TO DISPLY RAINWATER COLLECTION DATA WITH INPUT FROM SCADA SYSTEM. BAS TO PROVIDE GRAPHIC DISPLAY. i : ' RAIN WATER COLLECTION SCHEMATIC SCHEMATIC FULL TANK WATER LEVEL- OVERFLOW TO STORM REMOTE DISPLAY (SCADA) WATER LEVEL REMOTE DISPLAY (SCADA) MAKEUP WATER SHUTOFF SCADA DISPLAY & CONTROL WATER LEVEL LOW ACTIVATE RAINWATER TANK MAKEUP SCADA DISPLAY AND CONTROL REMOTE DISPLAY (CEDAR HILLS) BOOSTER PUMP SHUTDOWN SCADA DISPLAY, CONTROL AND ALARM POSITION SELECTOR SWITCH STORM WATER DETENTION VAULT (NORMALLY OPEN) A ) C900 175-e V -10 a TO OFFSITE STORMWATER LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 RED CLOSED OPEN GREEN LOCAL MANUAL CONTROL AT COMPACTOR LEVEL PANEL PVCP -T1 REMOTE CONTROL /INDICATION AT TRANSFER BUILDING COMPACTOR LEVEL, PANEL SWVP -T1 REMOTE DISPLAY AT CEDAR HILLS (SCADA) J a- 0 EAST SIDE RAINWATER VAULT +18" * +6" * 0* SCADA WIRING 0 NO FAIL OPEN STORMWATER DETENTION VALVE VAULT BAS MONITORING AND LOCAL CONTROL ONLY NOTE: STORMWATER DETENTION VAULT DRAIN SHUTOFF VALVE OPERATION PROVIDED TO ISOLATE OFF SITE STORMWATER FLOW AIR VENT SCHEMATIC AUTO STORMWATER DETENTION VAULT DRAIN STORMWATER DETENTION VAULT D R A I N PER3v1IT CENTER BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MISCELLANEOUS CONTROL AND MONITORING SCHEMATIC DIAGRAMS 4 -WAY SOLENOID VALVE W/ MANUAL CONTROL REVIEWED FOR E CODE COMPLIANC APPROVED AUG 0 3 2010 Cilyorrulavila BUILDING DIVISION RECEIVED JUN 14 2010 PROJECT NUMBER: C00405C09 SHT. OF: 507 DRAWING NUMBER: M144 619 CP TSO ROOF LEVEL 2" CWS & CWR TO HYDRONIC HEAT PUMP UNITS HHP -T3 THROUGH HHP -T7 2" CWS & CWR TO WWHP -T1 SEE DRAWING M146 FOR CONTINUATION TSO EQUIPMENT-N LEVEL DESIGNED DRAWN LNS NBD POC-\ VERIFY SCALE BAR IS ONE INCH ON A 7/31/09 ANSI "D" DRAWING p 1" REV DATE 2" COMPACTOR NO.2 HEAT EXCHANGER BY SS1 D 6/10/10 JAR C 1/8/10 JAR B 1/8/10 JAR LNS LNS LNS JAR LNS CHK'D APP'D POC ON HPU'S HPU ROOM CWR 1' CWS 1-1/4" CWS & CWR TO HYDRONIC HEAT PUMP UNIT HHP -T2 COMPACTOR NO.1 HEAT EXCHANGER BY SS1 1 1/4" CWS & CWR TO HHP -T1 AND WWHP -T2 SEE DRAWING M146 FOR CONTINUATION REVISION DESCRIPTION POC 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 1/4 P -38 U 1/1 P -3A CWR ► 2 1/2" TEMPERATURE SENSOR (NP) HYDRONIC SYSTEM DIAGRAM NEAR STORAGE TANK NOT TO SCALE CWS Q r r King County Department of Natural Resources and Parks Solid Waste Division T MANUAL AIR VENT T _Q 2 1/2" THERMOMETER (TYP) 2000 GALLON STORAGE TANK ST -T2 LNS - PRESSURE RELIEF VALVE (50 PSI SETTING) ROUTE DISCHARGE TO FLOOR DRAIN (TYP.) PRESSURE SENSOR /2" 3" " CWR II C AUTOMATIC AIR VENT LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 CWS U 0 0 ce U PRV (30 PSI) %-11)1 BYPASS CHEMICAL 1)1-111 �iI FEED TANK � � P -T2 IC 1 ?GJ O9 % Oqs" 2" CWR CWS NPW T 11I 1±1 I1I CWS P -T5 PIT PLUG (TYP.) PROVIDE FLEX CONNECTIONS AT DRY COOLER : WS ( F 1—T1 I�I I CWR �- 2 "FFD- 1 CWR VALVE FLOW SWITCH -► 1 ti P -1 ELECTRIC BOILER EB -T1 s DRY COOLER DC -T1 F l 0 HOUSEKEEPING PAD REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 City of Tukwila BUILDING DIVISION BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM PART 1 1/4" MANUAL AIR VENT - q) U) 0 AIR CHARGE VALVE 3" EXPANSION TANK ET -T1 RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 508 C00405C09 DRAWING NUMBER: M145 619 O LC) LC) LC) U, wcf 1 CNI 1 O O Co I C, TSO ROOF LEVEL 1 /4" MANUAL AIR VENT VALVE W/ 3FT OF 1/2" FLEX TUBING TEE WITH THERMO WELL & THERMOMETER AIRFLOW TSO EQUIPMENT LEVEL TSO COMPACTOR LEVEL CI AHU —T1 HEATING COIL DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0■ 1" THREE — WAY CONTROL VALVE MAX. PD = 10 FT 11 COMBINATION BALANCE/ SHUT OFF VALVE W/ MEMORY STOP HWR PLUG COCK SET TO MATCH COIL PRESSURE DROP STRAINER W/ CAPPED DRAIN VALVE 01 HWS BALL VALVE D 6/10/10 JAR LNS C 1/8/10 B 1/8/10 CAPPED HOSE BIBB DRAIN VALVE A 7/31 JAR PRV (30 PSI) JAR LNS JAR LNS LNS REV DATE CHK'D APP'D BYPASS CHEMICAL FEED TANK z 2" PRV (30 PSI) HWR HWS AUTOMATIC AIR VENT PRESSURE GAUGE (NP) FLOW SWITCH FS C, 3/4" 1 " T r F 1" HWS /HWR IN INSULATED ENCASEMENT WITH CONTROL AND POWER RACEWAYS C - 1 1 0 SEE � \—N PW 3/4" TEMPERATURE SENSOR (TYP) II I 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 3/4" CWS & CWR T HHP -T1 CWS CWR HOUSEKEEPING PAD - HWS -� HWR MANUAL AIR VENT „ AE -T2 ET -T2 PRV (50 PSI) 475 GALLO BUFFER TANK BT —T1 MAINTAIN SERVICE CLEARANCE PRESSURE SENSOR C) U) " 3/4" - HWS - HWR King County Department of Natural Resources and Parks Solid Waste Division HWR NPW if 1 1/4" CWS & CWR EQUIPMENT LEVEL SEE DRAWING M145 FOR CONTINUATION MANUAL AIR VENT P/T PLUG (TYP) ~ ` 2 "FFD -1 FROM LNS HOUSEKEEPING PAD 00 00 77 1 E- H AUTOMATIC AIR VENT AE —T3 ET -T3 PRV (50 PSI) THERMOMETER (TYP) P/T PLUG (TYP) WWHP Ti C ` HOUSEKEEPING PAD HEAT EXCHANGER HX -F1 LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE 0 GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.51 75 • I� QNN TEMPERATURE SENSOR (TYP) THERMOMETER (TYP) FUEL OIL STORAGE TANK NOT TO SCALE CWS SEE DRAWING M145 FOR CONTINUATION ► CWR c a FLOW CONTROL VALVE 30.0 GPM HYDRONIC SYSTEM DIAGRAMS w70 . O9P Sm " B OW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM PART 2 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 2010 Cily BUILDING DIVISIOM RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 509 C00405C09 DRAWING NUMBER: M146 619 MECHANICAL SEQUENCE OF OPERATION SUPPLY /EXHAUST /FANS: 0 EF -T1 & SF -T1 (COMPACTOR LEVEL GENERAL EXHAUST): • INTERFACE WITH COMPACTOR LEVEL MOTION SENSOR (DIV 26) TO START FANS WHEN VEHICLES BACK INTO THE COMPACTOR BAYS/TOP LOAD BAY. STOP AFTER PROGRAMMED (ADJUSTABLE) DURATION. INTERFACE WITH GAS MONITORING SYSTEM (DIV 26) TO START FANS WHEN AN ALARM CONDITION IS PRESENT. STOP WHEN CONDITION CLEARS. SEE DWG E015 • START FANS BY MOMENTARY PUSH BUTTON CONTROL IN COMPACTOR BAY CO1 OR TOP LOAD BAY CO2 FOR PROGRAMMED DURATION (ADJUSTABLE). • STOP SUPPLY FAN SF -T1 BY INLET SMOKE DETECTOR. ■ STOP IF BUILDING FIRE ALARM SYSTEM (DIV 26) IS ACTIVATED. • PROVIDE FAN STATUS (CURRENT SENSING RELAY). 0 EF -T2 & EF -T3 (TRANSFER BUILDING GENERAL EXHAUST) AND EF -T11 (NPA): • OPERATE EF -T -2 & EF -T3 THROUGH VFD'S WITH ROOF MOUNTED WIND VELOCITY SENSOR TO MODULATE THE FANS FROM 20% AT 4 MPH WIND SPEED (ADJUSTABLE) TO 100% AT 1 MPH. ■ OPERATE AT 100% FLOW THROUGH FLOOR OPERATOR WIRELESS REMOTE CONTROLLERS (START /STOP) ■ STOP IF BUILDING FIRE ALARM SYSTEM (DIV 26) IS ACTIVATED • PROVIDE FAN STATUS AND SPEED SETTING (VFD INTERFACE) • INTERFACE WITH GAS MONITORING SYSTEM (DIV 26) TO START FANS WHEN AN ALARM CONDITION IS PRESENT IN THE TIPPING FLOOR SELF HAUL OR RECEIVING FLOOR COMMERCIAL. STOP WHEN CONDITION CLEARS. 0 EF -T4 (TSO LEVEL 2 GENERAL EXHAUST): • PROGRAMMED START /STOP CONTROL • PROVIDE FAN STATUS (CURRENT SENSING RELAY) • STOP IF BUILDING FIRE ALARM SYSTEM (DIV 26) IS ACTIVATED 0 EF- T4 /EF- T5 /EF- T6 /EF- T7 /EF -T8 (INDIVIDUAL TOILET ROOM EXHAUST): • INDIVIDUAL PROGRAMMED START /STOP CONTROL PROVIDE FAN STATUS (CURRENT SENSING RELAY) ■ STOP IF BUILDING FIRE ALARM SYSTEM (DIV 26) IS ACTIVATED 0 EF -T9 (HPU ROOM) • OPERATE THROUGH ROOM TEMPERATURE SENSOR TO CONTROL FAN FOR VENTILATION COOLING (ADJUSTABLE SETPOINT START/START) • INTERLOCK FAN OPERATION WITH MOTORIZED DISCHARGE DAMPER ■ START FAN BY MOMENTARY PUSH BUTTON CONTROL FOR ADJUSTABLE DURATION • PROVIDE FAN STATUS (CURRENT SENSING RELAY) • STOP IF BUILDING FIRE ALARM SYSTEM (DIV 26) IS ACTIVATED • WHEN ACTIVATED BY MANUAL INTERVAL TIMER IN LOADING AREA 109, OPEN DAMPER TO LOADING AREA 109 AND CLOSE DAMPER TO HPU ROOM 107 AND OPERATE FAN FOR DURATION SET THEN SHUT DOWN EF -T9 AND RETURN DAMPERS TO NORMAL POSITION TO EXHAUST FROM HPU ROOM 107 0 EF -T10 (ELECTRICAL ROOM 115) ■ OPERATE THROUGH ROOM TEMPERATURE SENSOR TO CONTROL FAN FOR VENTILATION COOLING (ADJUSTABLE SETPOINT START /START) • START FAN BY MOMENTARY PUSH BUTTON CONTROL FOR ADJUSTABLE DURATION. ■ PROVIDE FAN STATUS (CURRENT SENSING RELAY) • STOP IF BUILDING FIRE ALARM SYSTEM (DIV 26) IS ACTIVATED 0 HPU RADITOR EXHAUST • HPU RADIATORS ARE CONTROLLED INDEPENDENT OF THE BAS SYSTEM ■ PROVIDE INTERLOCK WITH RADIATOR FAN TO OPEN DISCHARGE DAMPER (BAS SUPPLIED /CONTROLLED). CLOSE DAMPER WHEN RADIATOR FAN SHUTS DOWN. • ELEVATOR MACHINE ROOM HP- TI /CU -T1 - ELEVATOR MACHINE ROOM HEATING & COOLING - HARD WIRED THERMOSTAT - MONITOR ROOM TEMPERATURE DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION • ELECTRIC HEATERS 0 EWH -T1 TO EWH -T -6 (INDIVIDUAL TOILET ROOMS AND FIRE SPRINKLER ROOM 114): • INTEGRAL HEATER CONTROL, NO BAS CONTROL OR MONITORING 0 IRH -R1 ( RECYCLE WARMING ROOM 602 RADIANT HEATER) • ACTIVATED BY MOTION SENSOR TO MAINTAIN SPACE OCCUPIED TEMPERATURE SETPOINT (ADJUSTABLE) FOR DURATION OF OCCUPANCY. • MAINTAIN SPACE SETBACK TEMPERATURE (ADJUSTABLE) WHEN NOT OCCUPIED. . 0 IRH -T1 (TIPPING FLOOR SOUTH EMPLOYEE WARMING AREA) 0 IRH -T2 (RECEIVING FLOOR SOUTH EMPLOYEE WARMING AREA) 0 IRH -T3 (TIPPING FLOOR NORTH EMPLOYEE WARMING AREA) 0 IRH -T -5 (COMPACTOR LEVEL - COMPACTOR #1 WARMING AREA) 0 IRH -T -6 (COMPACTOR LEVEL - COMPACTOR #2 WARMING AREA) • EACH WARMING STATION RADIANT HEATER ACTIVATED BY MOTION SENSOR WITH BAS LOCKOUT ABOVE 50F (ADJUSTABLE) • OFF WHEN NOT OCCUPIED 0 UH -T1 & UH -T2 (FIRE SPRINKLER ROOM 106 /MISTING ROOM 106) • EACH ROOM WALL SENSOR CONTROL TO MAINTAIN TEMPERATURE (ADJUSTABLE) • MONITOR TEMPERATURE L .King County Department of Natural Resources and Parks Solid Waste Division BP -T1 BOOSTER PUMP (MECHANICAL ROOM C06) 0 SYSTEM WITH PRESSURE CONTROL INTEGRAL TO BOOSTER SYSTEM • MONITOR PUMP DISCHARGE PRESSURE • MONITOR BOOSTER PUMP CONTROLLER FOR ALARM STATUS ■ MONITOR NPW WATER FACILITY WATER FLOW METER • INPUT OF WATER FLOW DATA TO THE BAS SYSTEM WILL BE PROVIDED THROUGH THE SCADA SYSTEM (DIV 40) • BAS TO DISPLAY WATER FLOW AND CONSUMPTION INFORMATION FROM SIX WATER FLOW METERS ON A MONITOR DISPLAY IN THE TSO BREAK ROOM. DISPLAY WILL PROVIDE DAILYNEEKLY /MONTHLY AND ANNUAL WATER CONSUMPTION. DAILY CONSUMPTION WILL PROVIDE OPERATORS ON WATER USEAGE IN COMPARISON WITH PROGRAMMED TARGET WATER LEVELS. DUST COLLECTOR • DUST COLLECTOR SHALL BE CONTROLLED BY REMOTE CONTROL FROM STATION OPERATORS TO ACTIVATE DUST COLLECTOR (REMOTE CONTROLLER WHICH WILL SHUT DOWN THE COMPACTOR CHUTE MISTING SYSTEM MS -TI. • DUST COLLECTOR FLOW SHALL BE CONTROLLED BY VELOCITY MEASUREMENT DOWNSTREAM OF THE DUST COLLECTOR EXHAUST FAN TO MAINTAIN CONSTANT DISCHARGE VELOCITY (3,100 FPM, ADJUSTABLE) WITH VFD CONTROL OF EXHAUST FAN. • MONITOR DUST COLLECTOR ALARMS • PROVIDE SHUTDOWN OF DUST COLLECTOR WITH BUILDING FIRE ALARM • AIR HANDLING SYSTEM 0 AHU -T1 (TSO BUILDING) • OPERATE UNDER PROGRAM CONTROL TO SUPPLY VENTILATION AIR TO THE TSO BUILDING. FAN SHALL BE ENERGIZED CONTINUOUSLY (PROGRAM START /STOP CAPABLE) TO MAINTAIN SUPPLY DUCT STATIC. PRESSURE (ADJUSTABLE) WITH VFD FAN SPEED CONTROL. • - DISCHARGE TEMPERTURE TO BE MAINTAINED AT 55F (ADJUSTABLE) THROUGH MODULATING 3 -WAY CONTROL VALVE MONITOR/DISPLAY FAN STATUS /DUCT STATIC PRESSURENFD SPEED • CONTROL OUTSIDE AIR DAMPER (OPEN /CLOSED) DISPLAY POSITION. • PROVIDE LOW LIMIT DISCHARGE TEMPERATURE ALARM REV. B • PROVIDE SMOKE DETECTOR IN SUPPLY DUCT AFTER SUPPLY FAN AND HARD WIRE TO SHUT DOWN AHU -T1 IF SMOKE IS DETECTED. 0 VARIABLE AIR VOLUME TERMINAL UNITS • VAV TERMINAL UNITS VAV- T2NAV- T5NAV- T6NAV- T7NAV -T8 • CONSTANT VOLUME BOXES SHALL MAINTAIN AIRFLOW (PRESSURE INDEPENDENT WITH FLOW SENSING) TO DELIVER FRESH AIR FOR BUIL EV�EWE� PRESSURIZATION C�QDECOMPLIANCE • MONITOR/DISPLAY AIRFLOW APP VED AUG 0 3 2010 ■ VAV TERMINAL UNITS VAV -T1 AND VAV -T4 • CONTROLLED BY INDIVIDUAL SPACE CO2 CONTROLLERS TO MODULATE FRESH AIR IN RESPONSE TO ROOM OCCUPANCY. • MONITOR AND DISPLAY CO2 LEVEL, AIRFLOW AND SPACE TEMPERATURE. • VAV TERMINAL UNIT VAV -T3 • MODULATE IN RESPONSE TO SPACE TEMPERATURE AND SUPPLY AIR TEMPERATURE WITH CHANGEOVER • ROOM TEMPERATURE SENSOR SHALL BE LOCALLY ADJUSTABLE WITHIN PROGRAM LIMITS • MONITOR/DISPLAY AIRFLOW AND SPACE TEMPERATURE LNS & 0 0 LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 RECEIVED JUN 142010 PERMIT CENTER REV. C - FULL SHEET REPLACEMENT BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS City of Tikvila BUILDING DIVISION PROJECT NUMBER: C00405C09 SHT. OF: 510 619 DRAWING NUMBER: M147 Lo L N O O 00 I CD 0 W 0 LL W CO C!) 0 CO d' J -J U CJ) W I- LL LL Cl) C!) LL VI 0 HYDRONIC HEAT PUMP UNITS ■ HEAT PUMPS HHP -T1 /HHP -T3 /HHP -T4 /HHP -T5 /HHP -T6 • OPERATE UNDER PROGRAM CONTROL TO MAINTAIN SPACE TEMPERATURE (70F - 75F, ADJUSTABLE). • MONITOR FAN STATUS, MODE AND SPACE TEMPERATURE. • ROOM TEMPERATURE SENSORS SHALL BE LOCALLY ADJUSTABLE WITHIN PROGRAM LIMITS EXCEPT FOR HHP -T3 ■ HHP -T3 SHALL BE CONTROLLED BY AVERAGE OF MEN'S AND WOMEN'S LOCKER ROOM TEMPERATURES - DISPLAY AVERAGE TEMPERATURE • HEAT PUMPS HHP -T2 AND T7 • OPERATE UNDER PROGRAM CONTROL TO MAINTAIN SPACE TEMPERATURE (70F - 75F, ADJUSTALBE) • MODULATE RESPECTIVE VAV TERMINAL UNITS FROM MINIMUM TO MAXIMUM IN RESPONSE TO ROOM CO2 LEVEL. • MONITOR/DISPLAY FAN STATUS, MODE, SPACE TEMPERATURE AND CO2 LEVEL. HYDRONIC SYSTEM • HYDRONIC WATER CIRCULATING PUMP P -1 SHALL OPERATE UNDER PROGRAM CONTROL TO SUPPLY WATER TO ALL HYDRONIC HEAT PUMPS CIRCULATING WATER THROUGH THE WATER STORAGE TANK. • PROVIDE PUMP STATUS. • HYDRONIC HEAT PUMPS SHALL BE DISABLE UPON LOSS OF FLOW, GENERATE ALARM. • WATER STORAGE TANK ■ SHALL BE MAINTAINED AT 50F - 80F, RESET WITH OUTSIDE AIR TEMPERATURE. • PUMPS P -3A AND P -3B SHALL BE ENABLED BY RESPECTIVE ENABLE SWITCHES FOR EACH COMPACTOR FLUID COOLER (DRY CONTACT ENABLE SWITCHES BY SSI) AND SHALL CIRCULATE WATER THROUGH THEIR RESPECTIVE COMPACTOR FLUID COOLER HEAT EXCHANGERS IN RESPONSE TO TANK TEMPERATURE SETPOINT. • ACTIVATE PUMP P -5 AND DRY COOLER DC -T1 IF TANK UPPER LIMIT TEMPERATURE IS REACHED. ■ ACTIVATE PUMP P -2 AND ELECTRIC BOILER EB -T1 IF LOW TANK TEMPERATURE LIMIT IS REACHED. • IF TANK TEMPERATURE EXCEEDS 80F, HYDRONIC HEAT PUMP HEATING MODES SHALL BE DISABLED. • MONITORDISPLAY THE FOLLOWING: • FLUID COOLER HEAT EXCHANGER OIL INLET AND OUTLET TEMPERATURES (STRAP ON SENSORS) (EACH CIRCUIT) • FLUID COOLER HEAT EXCHANGER WATER INLET AND OUTLET TEMPERATURES (INSERTION WELLS) (EACH CIRCUIT) • PUMP STATUS (EACH PUMP) • STORAGE TANK TEMPERATURES (UPPER, MIDDLE AND LOWER INSERTION WELLS) • STORAGE TANK SETPOINT ■ PRIMARY LOOP TEMPERATURE (INSERTION WELL) • DRY COOLER STATUS ■ DRY COOLER INLET /OUTLET TEMPERATURE (INSERTION WELLS) ■ WATER TO WATER HYDRONIC HEAT PUMP WWHP -T1 SYSTEM ■ PUMP P -4 SHALL BE ENERGIZED BELOW 55F OUTSIDE AIR TEMPERATURE (ADJUSTABLE) AND WWHP -T1 SHALL BE ENABLED WITH PROOF OF FLOW (P -1 FLOW AND P -4 FLOW) TO MAINTAIN AHU -T1 HEATING WATER SUPPLY TEMPERATURE SETPOINT. • MONITOR/DISPLAY P -4 STATUS, HEATING WATER SUPPLY TEMPERATURE AND SETPOINT AND WWHP -T1 STATUS (HEATING ONLY MODE). • WATER TO WATER HYDRONIC HEAT PUMP WWHP -T2 SYSTEM • PUMP P -6 SHALL BE ENERGIZED BELOW 55F OUTSIDE AIR TEMPERATURE (ADJUSTABLE) AND WWHP -T2 SHALL BE ENABLED WITH PROOF OF FLOW (P -1 FLOW AND P -6 FLOW) TO MAINTAIN FUEL STORAGE TANK TEMPERATURE SETPOINT. • DISPLAY P -6 STATUS, FUEL STORAGE TANK TEMPERATURE AND SETPOINT AND WWHP -T2 STATUS (HEATING ONLY MODE). • TRANSFER BUILDING DOMESTIC HOT WATER SYSTEM 0 BUILDING DOMESTIC WATER DELIVERY ■ ELECTRIC WATER HEATERS HW -T1 AND HW -T2 SHALL OPERATE CONTINUOUSLY. • MONITOR/DISPLAY EACH TANK DISCHARGE WATER TEMPERATURE (INSERTION WELL). • MONITOR/DISPLAY MIXED TEMPERATURE (INSERTION WELL) ■ MONITOR/DISPAY WATER HEATER STEP CONTROL (EACH WATER HEATER IS 2 -STEP. • BUILDING DOMESTIC HOT WATER CIRCULATING PUMP SHALL BE CONTROLLED BY AQUASTAT SET AT 115F (INSERTION WELL) (ADJUSTABLE). CIRCULATING PUMP SHALL OPERATE A MINIMUM OF 5 MINUTES EACH HOUR. • MONITOR/DISPLAY PUMP STATUS AND RETURN WATER TEMPERATURE. • PROVIDE LOAD SHED CAPABILTIY OF WATER HEATER BY SIGNAL FROM DIV 26 EMERGENCY GENERATOR SYSTEM. • ON ACTIVATION OF EMERGENCY GENERATOR, LOCK OUT WATER HEATER OPERATION (MAINTAIN CIRCULATING PUMP OPERATION) 0 BUILDING TEPID WATER DELIVERY • CIRCULATING PUMP SHALL BE CONTROLLED BY AQUASTAT SET AT 85F (INSERTION WELL) (ADJUSTABLE). CIRCULATING PUMP SHALL OPERATE A MINIMUM OF 5 MINUTES EACH HOUR. • MONITOR/DISPLAY PUMP STATUS AND RETURN WATER TEMPERATURE. ■_ MONITOR/DISPLAY TEPID WATER SUPPLY TEMPERATURE (INSERTION WELL). GENERATE ALARM IF TEPID WATER SUPPLY TEMPERATURE DROPS BELOW 80F. DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI " D " DRAWING 0 1" REV 6/10/10 1/ 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 La King County Department of Natural Resources and Parks Solid Waste Division • SCALE FACILITY HVAC SYSTEM (SEE SHEET M302 FOR SEQUENCE OF OPERATION) 0 MONITOR/DISPLAY THE FOLLOWING: • SUPPLY AND RETURN FAN STATUS ■ OUTSIDE AIR TEMPERATURE • MIXED AIR TEMPERATURE • DISCHARGE TEMPERATURE AND SETPOINT (BETWEEN ELECTRIC HEATER AND HEAT PUMP COIL) • SUPPLY AIR TEMPERATURE MODE (HEATING /COOLING STAGES) • DEFROST MODE ■ EMERGENCY HEAT MODE (GENERATE ALARM IF EMERGENCY HEAT MODE IS REQUIRED) • ROOM TEMPERATURE AND SETPOINT ■ OUTSIDE AIR, RETURN AIR AND RELIEF AIR DAMPER POSITIONS (EACH DAMPER SHALL BE CONTROLLED INDEPENDENTLY, NO LINKED DAMPERS). • BLOWER FAN BF -S1 AND BF -S2 (EACH): • STATUS • VFD CONTROLLER SETPOINT (4 -STEP CONTROL) 0 FUELING STATION AREA: • PROVIDE ALARM CONTACT FROM OIL STOP VALVE • PROVIDE INTERFACE WITH FUEL STORAGE TANK HEATING MODE. DRY CONTACT WILL BE AVAILABLE FOR CONTROL INTERFACE. • PROVIDE FUEL OIL HEATING SUPPLY AND RETURN TEMPERATURES (INSERTION SENSORS IN THERMAL WELLS ON FUEL OIL LINES). EMERGENCY GENERATOR LOAD SHED SEQUENCE OF OPERATION 1. PROVIDE INTERFACE WITH DIV. 26 EMERGENCY /STANDBY GENERATOR TO ACCOMPLISH THE FOLLOWING LOAD SHEDDING: A. UPON RECEIPT OF SIGNAL FROM "SHUTDOWN RELAY" THE FOLLOWING SHALL BE SHUT DOWN THROUGH THE BAS 1) WH -T1 (30 KW) 2) WH -T2 (30 KW) 3) MS -T1 (3 HP) 4) MS -T2 (15 HP) 5) MS -T3 (1 % HP) 6) IRH -T1 TO IRH -T5 (30 KW TOTAL) 7) EB -T1 (60 KW) 8) EF -T2 (25 HP) 9) EF -T3 (25 HP) 10)BP -T1 (60 HP) B. UPON RECEIPT OF SIGNAL THAT LOAD MAY BE ADDED THROUGH "LOAD INCREASE RELAY ", ENABLE THE FOLLOWING EQUIPMENT TO OPERATE BY STAGING ON /ENABLING ON AT 2 MINUTE INTERVALS IN THE FOLLOWING ORDER OF PRIORITY 1) EB -T1 (1ST STAGE) 2) EB -T2 (2ND STAGE) 3) WH -T1 4) EF -T2 (SOFT START) 5) EF -T3 (SOFT START) 6) BP -T1 7) WH -T2 C. UPON RECEIPT OF LOAD DECREASE SIGNAL THROUGH "LOAD DECREASE RELAY ", REDUCE LOAD IN REVERSE ORDER (LAST ON, FIRST OFF) D. UPON RECEIPT OF SIGNAL THROUGH "NORMAL POWER RESTORED RELAY ", RESTORE ALL EQUIPMENT TO ENABLE OPERATION IN ONE MINUTE INTERVALS Ti90/--OctS"'" LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 REV. C - FULL SHEET REPLACEMENT MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS REVIEWED u�CE CODECOM D A►PPROV AUG 0 3 2010 • IIa Cute BU ILDING DIVIRION BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 511 DRAWING NUMBER: M148 619 0 0 T HRP -J -75 -1.25 TIRE WASH RINSE z TIRE WASH RINSE MAKE -UP DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1 " D B REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE Of SLOW CLOSING BAS TIMER CONTROLLED SOLENOID VALVE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D a. z 4" - aQ �S1�� 4/ -1/2" HRP -H -75 -1.25 TRU SHOUT /1/p a- z 2" a z HRW- Q- 75 -1.5 COMPACTOR BAY • EAST BOOT WASH COMMERCIAL � Np ENTRY 1Y z 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 e 0 COMPACTOR LEVEL BREAK ROOM BOOT WASH 00 -1.5 I HRP -E- 100 -1.5 \/ z 0'1 0- IZ HRW- P- 75 -1.5 COMPACTOR BAY • 2 WEST HRW- N- 75 -1.5 COMPACTOR BAY #1 EAST L King County Department of Natural Resources and Parks Solid Waste Division NIk BOOT WASH ■ 4o COMPACTOR NII BAY #1 ■ %>.< • 4 Q Q\ � � � NO SCALE LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 tL BOOT WASH � � TOP LOAD BAY A� kk NA Np� z P � R 5 CO 1.5 BAY #1 WE �� , ,v-/' ,,,--1 ,k TRANSFER BUILDING WATER SYSTEM SCHEMATIC — PART 1 Np 4/p SOLENOID VALVE HRW- M- 75 -1.5 IN TOP LOAD BAY NO HB W/ HOSE. UNDERGROUND NPW TO RECYCLE BUILDING HRP -K -100 -1.25 /". BOOT WASH - SPA 1'6o BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TS0 BUILDING WATER SYSTEM SCHEMATIC PART 1 REVIEWED FO CODE COMPLIANCE APPROVED AUG 0 3 2010 !U!WINGOflnSION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 512 DRAWING NUMBER: M151 619 2" TO. SELF -HAUL TIPPING FLOOR BOOT WASH & HOSE REEL HRP -A DESIGNED VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C 1/8/10 B 1/8/10 2" NPW TO RECYCLE 6/ 7/31/09 DATE JAR CHK'D LNS APP'D STRAINER BLOWDOWN STRAINER BLOWDOWN FINAL ISSUED FOR CITY OF TUKWILA PERMITS 1 -1 /4" TO RM 110 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION " TO DOMESTIC OT WATER RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION NO SCALE " TO TSO UILDING 1-1/4" TO RECYCLE BUILDING 4" MAKEUP WATER TO NPW BOOSTER WATER SYSTEM TRANSFER BUILDING WATER SYSTEM SCHEMATIC PART 2 4" BUILDING WATER SUPPLY FROM DOMESTIC WATER VAULT King County Department of Natural Resources and Parks Solid Waste Division LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 WATER FLOW METER INSTALLATION NO SCALE '- FLOW METER 8• MAX REDUCING FITTING - 2" MANUAL COMPRESSED AIR BLOWDOWN NPW TO HYDRONIC PUMP SYSTEM WWHP -T2 RAINWATER TANK EQUALIZING VALVE (NO) BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING WATER SYSTEM SCHEMATIC - PART 2 VALVE OR FITTING SHT. OF: 513 CODE COMPLIANCE APPROVED AUG 0 3 2010 Cilyof Tukwila BUILDING DIVISION PROJECT NUMBER: C00405C09 DRAWING NUMBER: 1 0 0 CT P -3 P -2A P -1A PDI -A C 4" DOMESTIC WATER SERVICE DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" P -7 P -3A D 6/10/10 JAR LNS C 1/8/10 JAR LNS B 1/8/10 JAR LNS A 7/31/09 JAR LNS REV DATE CHK'D APP'D P -2A P -2 >,c, 1-1/4" DOMESTIC WATER RECYCLE BUILDING REVISION DESCRIPTION P -1A \ P -1 P -1A TRANSFER BUILDING WATER SYSTEM SCHEMATIC — PART 3 NO SCALE FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS P -7 P -1 PDI -A P -5 P -6A King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 'G09 -- oci BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING WATER SYSTEM SCHEMATIC - PART 3 P -4A REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 City of Tukwila B UILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. . OF: C00405C09 514 619 DRAWING NUMBER: M153 DESIGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D C B A REV 6/10/10 JAR LNS 1/8/10 JAR LNS 1/8/10 JAR LNS 7/31/09 JAR LNS DATE CHK'D APP'D —1/2" 3/4" R10 RIGID INSULATION UNDER WATER HEATER W/ 3/4" FIRE TREATED PLYWOOD TOP AND SIDES SEISMIC SUPPORT STRAPS ANCHORED TO WALL AS REQUIRED BY UPC 1-1/4" TO ISO BUILDING DOMESTIC PLUMBING FIXTURES f1 It 0 ,S' \t‘ ‘'t C O 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 2" TEPID WATER TO EMERGENCY SHOWER EYEWASH FIXTURES 2 " It TRANSFER BUILDING WATER SYSTEM SCHEMATIC - PART NO SCALE PRESSURE REDUCING VALVE ASSEMBLY SET FOR 70 PSI DELIVERY King County Department of Natural Resources and Parks Solid Waste Division \ \-\ LNS - 1 1 /4" DOMESTIC COLD WATER TO RECYCLE BUILDING LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 KEY III UNION DDC BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING WATER SYSTEM SCHEMATIC PART 4 PRESSURE REDUCING VALVE VALVE PUMP CHECK VALVE THERMOMETER THERMOSTATIC MIXING VALVE THEMPERATURE SENSOR DIRECT DIGITAL CONTROL REVIEWEDFO CODE COMPLIANCE APPROVED AUG 03 2010 CityofTulavila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 515 C00405C09 DRAWING NUMBER: M154 619 NORTH COMMERCIA EXIT DRAIN WASTE WATER VALVE WV -1: PNEUMATIC ISOLATION VALVE (SPRING OPEN, AIR CLOSE) CONTROLLED THROUGH EMERGENCY SWITCHES AT THE COMPACTOR LEVEL NEAR BREAK ROOM AND IN THE HPU AREA. POSITION MONITORED THROUGH SCADA WITH LOCAL CONTROL PANEL POSITION INDICATION. osqk t ` � ` Q ° 4 0 - ' 0 4 0 ��c,'\ q)‘ ),\ 00, ) DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C REV 6/10/10 1/8/ 1/8/10 7/31/09 DATE JAR JAR JAR JAR CHK'D SANITARY SEWER MANHOLE SSMH -SP1 LNS LNS LNS LNS APP'D TRUCK WASHOUT TRENCH DRAINS W /STRAINER BASKET 1 c0 5°'.\ 0 S AREA - CONVEYOR PIT DRAIN J 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 GP I 3 "FD -1 COMPACTOR BAY VAULT NO. 2 VACTOR TRUCK CLEANOUT STRUCTURE (SEALED & VENTED) FIRE SPRINKLER RISER #2 HUB DRAIN a lgi King county Department of Natural Resources and Parks Solid Waste Division \1P \1P NO py P�- P' NO SCALE COMPACTOR BAY DRAINS W/ STRAINER BASKETS (TYP OF 4) LEACHATE DRAIN SYSTEM LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 TOP LOAD BAY VAULT VACTOR TRUCK CLEANOUT STRUCTURE (SEALED & VENTED) SCHEMATIC TOP LOAD BAY DRAIN W/ — STRAINER BASKET HPU ROOM DRAIN COMPACTOR BAY VAULT NO. 1 VACTOR TRUCK CLEANOUT STRUCTURE (SEALED & VENTED) P O9 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING LEACHATE DRAIN SYSTEM SCHEMATIC KEY PNEUMATIC VIV PLUG VALVE DQ MANUAL VALVE — CA— COMPRESSED AIR - LW— LEACHATE WASTE 3 —WAY SOLENOID VALVE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 City of Tukwila BUILDING DMRIf 1\' RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 516 DRAWING NUMBER: M155 619 FD -1 r P -7 OP 2" • • • FD -1 .1r 3 1' 3 " Of r. • • P -3A BW -T1 FCO FD- P -3 -1 /2" P -2 1 -1/2 " ff P -3A P -3A P -3A ■ ' .' . P -2A ft P -1A 2 " FD -1 I I �1 1. I 1 - 1 /2" I I j 2" I I ' 2 " f, P -1A P -4 2" P -7 • • • 2"FFD- 1 N. . I <'' P -2A 2' ' r P -1A 3 » FD -1 » I 3 HD -1 I 1 II " FD -1 • • P -1 I 4" VTR `�- 4" L P -5 2" 'P-1A I P -6A VTR jjL _ 4 " .. I 3" _./ N •■ ,.... i y I •I' ` 4" ..- I I 4" E FCO r P -3 ft 2 "FFD- .% l f, PI • • • • ft ff C f, FFD -1 c6- -1/2" PP 1 -1/2" 4, FFD 1 I ,f Of N. 2 "FFD -1 2" VTR 2" 4" .'I • BW -T1 BW -T1 ■ 2" ft P -2A .1 <� + FCO ,, ff 4" VENT FROM COMPACTOR BAY VAULTS \\�`.''' BW -T1 • • ft FFD -1 NOTE: PROVIDE CLEANOUTS AT THE BASE OF ALL WASTE RISERS ON THE COMPACTOR LEVEL. 1 . 5%5% /.. EXISTING "`. ■ ■ ' MANHOLE SSMH -SP 1 6 ,f y • • • FS -1 FD -1 P -tA C P -3 2" P -2A FD -1 ff <.„%. BW -T1 I N T I� N ICI P -2Ai FD -1 1. \- 2" • P -1A FS -1 .. 5.. / / 4" VENT FROM 4 „ i . TOP LOAD BAY VAULT 1>W- oqs' BW -T1 • • P -1A 4" ff P -4A NIP 1 -1/2" WCO REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 QLyof Tukwila BUILDING pf►Iciw ' 2" - 1 -1/2" .1 P -1A P -6 P -3 RECEIVED JUN 1 4 2010 PERMIT CENTER NEW SHEET 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 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 um King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TS0 BUILDING WASTE AND VENT RISER DIAGRAM PROJECT NUMBER: C00405C09 SHT. OF: 517 DRAWING NUMBER: M156, 619 0 - = ■ 1 ■ ■■ ■ ■\■■■■■■■■■ LIW4 1s \I . PAIE hi DESIGNED VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 C 1/8/10 B 1/8/10 7/31/09 DATE CHK'D COMP MISTI (MS- CTOR CH TE G SYSTEM 1B) 11711 IFS iiiii ' P Ir � � „ \ IPP G 00 ©Y P , 1ST G ST. M S—T N \� \ 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 R CEIVING FLO MI TING SYS King County Department of Natural Resources and Parks Solid Waste Division LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 DRAWING NUMBER: 0, a a. m U I co 0 oo 0 N 0 / a_ M 1 U ' U� MISTING SYSTEM PLAN LEVEL 1 TRANSFER BUILDING & MECHANICAL SCALE: 1/16" = t — WEST YARD WASTE MISTING SYSTEM (MS —T3A) 1 — EAST YARD WASTE MISTING SYSTEM - (MS-T3B) - F - - - -- ED X13 r 17 GENERAL NOTES 1. ROUTE /ORIENT MISTING SYSTEM LIMES WITH STRUCTURAL ELEMENTS TO MINIMIZE BIRD PERCHES AND TO AVOID CONFLICT WITH SKY LIGHTS. 2. SEE DRAWING DETAILS 1/M163 & ; 2/M163. BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /EMPLOYEE BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS PLAN PROJECT NUMBER: Tukwila ING DIVISImm C00405C09 RECEIVED JUN 14 2010 PERMIT CENTER ICI LAG SCREW THROUGH CEILING TO STRUCTURE WITH CABLE SUPPORT HOSE AND CABLE SUPPORT DETAIL NO SCALE - STAINLESS STEEL AIRCRAFT CABLE WITH TURN BUCKLE SECURE MISTING SYSTEM HOS TO CABLE WITH ZIP TIES MISTING. SYSTEM HOSE INTERMEDIATE CABLE SUPPORT (TYPICAL, SEE DETAIL THIS SHEET) DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D B REV ZIP TIE CABLE - HOSE NOZZLE 6 1/8/10 1/8/1 7/31/09 DATE JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D YARD WASTE DUST CONTROL SCALE: 1/4" = 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 1 M161 MISTING SYSTEM HOSES CONTINUE TO MS -T3 GENERAL NOTES ROUTE /ORIENT MISTING SYSTEM LINES WITH STRUCTURAL ELEMENTS TO MINIMIZE BIRD PERCHES AND TO AVOID CONFLICTS WI • SKY LIGHTS. King County Department of Natural Resources and Parks Solid Waste Division ADJUST MISTING SYSTEM NOZZLE ORIENTATION AND POSITION TO PREVENT CONDENSING OF MIST ON STRUCTURAL ELEMENTS, LIGHTS, CONDUITS, AND PIPING. SCALE: 1/4" = 1' -0" LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.51 75 CONSTRUCTION NOTES HIGH VOLUME LOW PRESSURE NOZZLES COMPACTOR CHUTE COMPACTOR CHUTE DUST CO TYPICAL OF TWO AREAS ATTACH MISTING SYSTEM HOSE AND NOZZLES TO BOTTOM EDGE OF SERVICE BALCONY. COMPACTOR CHUTE DUST CONTROL SHALL BE LOW PRESSURE, HIGH VOLUME WATER SPRAY. DUST CONTAINMENT CURTAIN (TYF 2 M161 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS SECTION REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 City otTukwila BUILDING DIVISION RECEIVED JUN 142010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 519 DRAWING NUMBER: M162 619 MISTING SYSTEM BRANCH LINE COMPACTOR CHUTE 1 1,185 FT COMPACTOR CHUTE 2 440FT 3/4" DRIP CHECK, DRAIN TO FFD -1 (TYP) 10 MICRON ILTER STRAINER U - ' MISTING SYSTEM —� DISTRIBUTION MAIN UNDER MAIN FRAME NPW MISTING SYSTEM PIPING NO SCALE M 161 1A o t Z MS —T1 LPHV PUMP DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C14 L4-41- CA —i D C REV TIPPING FLOOR 10,975 FT 6/ 1/ 1/ 7/31/09 DATE MAIN FRAME 10, 5, 1 MICRON FILTERS JAR JAR JAR JAR CHK'D RECIEVING FLOOR 13,190 FT MISTING SYSTEMS SCHEMATIC NO SCALE SEE DWG M124A FOR ENLARGED MISTING ROOM PLAN LNS LNS LNS LNS APP'D NOZZLE IN BLE TEE MS —T2 HPLV PUMP 1/1 --11- CA —5 RECIEVING FLOOR 15,150 FT WEST YARD WASTE 3185 FT 10, 5, 1 MICRON FILTERS I ) 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 r MAIN FRAME W24 / C14 MS —T3 HPLV PUMP U ti MISTING SYSTEM PIPING NO SCALE 3B EAST YARD WASTE 3490 FT I/ —I41— CA —4 r 1/2" COMPRESSED AIR FOR MANUAL BLOW DOWN (TYP) N41 CHEMICAL PUMP MISTING SYSTEM DISTRIBUTION MAIN. SECURE TO W24 WITH BEAM CLAMPS ® 48" O.C. WI King. County Department of Natural Resources and Parks Solid Waste Division BEAM CLAMP ® 48" O.C. MISTING NOZZLE IN ADJUSTABLE TEE ODOR CONTROL CHEMICAL LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 T&Oc1 o9c BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS SCHEMATIC REVIEWED FOR CODECOMPUANCE APPROVED AUG 0 3 2010 City of Tukwila BUILDING DIVISION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: C00405C09 SHT. OF: 520 DRAWING NUMBER: M163 619 M171 O CHANNEL BASE TO VACTOR CLEANOUT AREA EAST SIDE RAINWATER VAULT - BASE LEVEL 1 SCALE: 1/4" = 1' -0" 0 VACTOR CLEANOUT AREA +6" CHANNEL BASE TO VACTOR CLEANOUT AREA 0" VACTOR CLEANOUT AREA +6" S WEST SIDE RAINWATER VAULT - BASE E LEVEL 1 M101 SCALE: 1/4" = 1' -0" DESIGNED DRAWN 0 " _S LNS NBD +6" +6" VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" RW 8" ACCESS LADDER (TYP OF 2) 8" �- - RW d ACCESS LADDER (TYP OF 2) H M171 D - 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 REV DATE JAR JAR JAR JAR CHK'D NOTE: VAULT ROOF STRUCTURAL LOAD CRITERIA - AASHTO H S20 - 45,000 LBS POINT LOAD (FIRE TRUCK OUTRIGGER) 12" HANDHOLE LNS LNS LNS LNS APP'D LEVEL 1 SCALE: 1 /4" = 1' -0" 42 "x96" DOUBLE LEAF HINGED DOOR 12" HANDHOLE 42 "x96" DOUBLE LEAF HINGED DOOR 12" HANDHOLE 36 "x36" HINGED DOOR 36 "x36" HINGED DOOR 12' - 8 " EAST SIDE RAINWATER VAULT - LID NOTE: VAULT ROOF STRUCTURAL LOAD CRITERIA - AASHTO HS20 - 45,000 LBS POINT LOAD (FIRE TRUCK OUTRIGGER) 20' -0" - I r ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 36 "x36" HINGED DOOR 11 12" HANDHOLE 36 "x36" HINGED DOOR 6' -8" FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS WEST SIDE RAINWATER VAULT - LID LEVEL 1 CF 10j SCALE: 1/4" = 1' -0" TOP OF VAULT AT FINISH GRADE 272.70 MAXIMUM OPERATING WATER LEVEL 266.0 BOTTOM OF VAULT 260.38 96 "X42" DOUBLE LEAF HINGED DOOR W/ CONFINED SPACE LOCKING PROVISIONS AillIllik Y AM kVq ............... 0 0 0 0 ... . .. . . .. .. . . . . . . . . . . .. . . . AVAVAVA VA` VA VA VAVA VA VA AVAVAVAVAVA I I e 1/2" MESH 12 GAUGE STAINLESS STEEL SCREEN WI STAINLESS STEEL U- CHANNEL TRACK EAST SIDE RAINWATER VAULT - SECTION LEVEL 1 SCALE: 1 /4" = 1' -0" APPROX. FINISH GRADE 272.5 TOP OF VAULT 271.0 MAXIMUM OPERATING WATER LEVEL 266.0 BOTTOM OF VAULT 260.38 WEST SIDE RAINWATER VAULT - LEVEL 1 SCALE: 1 /4" = 1'-0" Kind County Department of Natural Resources and Parks Solid Waste Division LN S GUARD RAIL SCREEN PULL 96 "X42" DOUBLE LEAF HINGED DOOR W/ CONFINED SPACE LOCKING ' ROVISIONS 6 "RWS IE = 252.25 OPERATING WATER - LEVEL 266.0 ACCESS LADDER LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 9B335 PHONE: 253.851 .51 75 36 "X36" HINGED DOOR W/ CONFINED SPACE LOCKING PROVISIONS BOTTOM OF SUMP 254.38 12" HANDHOLE BEHIND 36 "X36" HINGED DOOR WI CONFINED SPACE LOCKING PROVISIONS 12" HANDHOLE BEHIND W/ EXTENSIONS TO GRADE 0" J 8" RW RAINWATER VAULT ISOLATION VALVE W/ OPERATOR EXTENSION TO FINISH GRADE 8" RW EAST SIDE RAINWATER VAULT - SECTION LEVEL 1 SCALE: 1/4" = 1' -0" W00004 0000000000000, AVAVAWAVAVAVAVAVAVA VA 00000,000000, :: . : . . : . : . : . : .. : .. : : . .: •: . : . : .: .: 0:: .. - _00 ,....................., 1/2" MESH 12 GAUGE — STAINLESS STEEL SCREEN WI STAINLESS STEEL U- CHANNEL TRACK 6 "RWS IE = 252.25 MAXIMUM OPERATING WATER LEVEL 266.0 ACCESS LADDER BOTTOM OF SUMP 254.38 RAINWATER VAULT ISOLATION VALVE W/ OPERATOR EXTENSION TO FINISH GRADE 273± BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING RAINWATER VAULTS Da IE = 266.2 IE = 266.9 OVERFLOW BYPASS MANHOLE IE = 266.2 OVERFLOW IE = 266.9 OVERFLOW BYPASS MANHOLE REVIEWED FOR CODE COMPLIANCE APPRfVEO AUG 0 3 2010 City of Tukwila BUILDING fivIqinm WEST SIDE RAINWATER VAULT - SECTION LEVEL 1 SCALE: 1 /4" = 1 D M171 o9 oq cr"" RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 521 C00405C09 DRAWING NUMBER: M171 619 LW DESIGNED DRAWN RW RWS LNS NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" TIRE W�AS��T� �T/�STOP LW RW 8 RWS D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 REV DATE RW OVERFLOW DRAIN CO IEJ= 255.0 MANUAL DRAIN VALVE W/ OPERATOR EXTENSION TO GRADE -' CO /DROP IE = 251.1 LW LW LW LW JAR JAR JAR JAR CHK'D RWS LNS LNS LNS LNS APP'D RW -4 ELECTRICAL CONTROL PANEL 0 2 M 1 09 REVISION DESCRIPTION SUW N RW RW RWS RWS sa ' WS 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 I TIRE WASH PUM " MAINS SLOPE CO 1 % MI . TO DRAIN BACK TO PUMPS TIRE W LW RWS RW H LW RW AULT - r r RWS RWS RWS King County Department of Natural Resources and Parks Solid Waste Division SUW WASH ELEMENT IDTH 42" -4 SIDE NOZZLE SIDE SPRAY NOZZLE 0 T TIRE WASH RINSE START /STOP ACTIVATION SENSOR i EAST SIDE RAI \WATER 6" LW LNS TRACK WIDTH 114 2 M109 6" j CO I 252.0 RW 7 M018 8" VAULT 6 "HD -1 SUF o-c CO IE = 266.8 RW LW LW LW LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 8" -\ 3"y UP PO RW - 8 " D M171 CONSTRUCTDON NOTES INSTALL 3000 PSI MASS CONCRETE. CONCRETE SHALL PROVIDE A CONTINUOUS WALL FACE BETWEEN VAULTS. BOTTOM OF CONCRETE SHALL BE AT ELEVATION 266.00'. TOP OF CONCRETE SHALL BE AT ELEVATION 272.70'. CONCRETE SHALL EXTEND 3' -0" TO THE WEST. PROVIDE #8 DWLS INTO VAULTS AT 24 "OC. PROVIDE 8' -0" HIGH FIBERGLASS DIRECTIONAL POLE WITH BASE SUPPORT. BASE SUPPORT SHALL BE 24" HIGH x 2" DIA SCHED 40, ANCHORED TO FLOOR PER DETAIL 3/S022. BASE SUPPORT SHALL BE HOT DIP GALVANIZED. P&o? O?S' TIRE WASH /RAIN WATER PLAN LEVEL 1 / LEVEL 2 FOUNDATION TRANSFER BUILDING & MECHANICAL SCALE: 1/4" = 1' -0" BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING TIRE WASH /RAINWATER PLAN REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 3 2010 ()Vol Tukwila BUILDING DIVIRION RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 522 C00405C09 DRAWING NUMBER: M172 619 O ACCESS '- LADDER (TYP OF 3) TOP OF VAULT 272.7 OPERATING WATER LEVEL 267.9 1" MESH 12 GAUGE STAINLESS STEEL SCREEN W/ STAINLESS STEEL U- CHANNEL TRACK BOTTOM OF TIRE WASH VAULT 260.38 VACTOR CLEANOUT AREA DESIGNED DRAWN o " LNS NBD 16' VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 12 "+ TIRE WASH VAULT - BASE SCALE: 1 /4" = 1 - 0" C B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE 32' -8" JAR JAR JAR JAR CHK'D LNS LNS LNS LNS APP'D VACTOR CLEANOUT AREA 16" DI 16' SECTION 12 " + 0 " 272 8 "0 RW IE = 267.17 ® GRID 17 VAULT INLET IE = 267.9 C SCALE: 1 /4" = 1' -0" M172 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 36 "x36" HINGED GRATE 1/2" MESH 12 GAUGE STAINLESS STEEL SCREEN W/ STAINLESS STEEL U- CHANNEL TRACK & SCREEN PULL FRAME 1' 6 "x1' 6" FIELD CAST PUMP BASE •::,::.•::••:: 1 /2" MESH 12 GAUGE STAINLESS STEEL SCREEN W/ STAINLESS STEEL U- CHANNEL TRACK. CONTOUR TRACK AND SCREEN TO SHAPE OF CHANNELED PIT. FOOTING TIRE WASH DRAIN SUMP - IE = 268.7 TYPE 1 GUARDRAIL WI BASE PLATE 4% SLOPE King County Department of Natural Resources and Parks Solid Waste Division NOTE: VAULT ROOF STRUCTURAL LOAD CRITERIA - ASHTO HS20 - 45,000 LBS POINT LOAD (FIRE TRUCK OUTRIGGER) EL 272 EL 267.5 EL 265.75 LNS 36 "x36" HINGED ACCESS DOOR W/ CONFINED SPACE LOCKING PROVISIONS 24"O MANHOLE COVERS W/ RINGS RECESSED FLUSH IN VAULT TOP E TIRE WASH VAULT - LID SCALE: 1 /4" = 1' -0" IE =255.0 TIRE WASH VAULT DRAIN VALVE W/ OPERATOR EXTENSION TO FINISH GRADE. GUARD RAIL OVERFLOW LEVEL 268.2 11 TOP OF VAULT 272.70 Pt LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 96 "x42" DOUBLE LEAF HINGED DOOR W/ CONFINED SPACE LOCKING PROVISIONS TYPE 1 GUARDRAIL WI BASE PLATE ■172 3 "- 0 "x3' -0" BOTTOM OF SUMP 257.38 - TYPE 1 GUARDRAIL TO BRIDGE OVER TO EAST SIDE RAINWATER VAULT APPROX. FINISH GRADE OPERATING WATER LEVEL 267.9 SECTION SCALE: 1/4" = 1' - 0 " BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING TIRE WASH. VAULT PLANS AND SECTIONS REVIEWED FOR CODE COMPLIANCE APPROVED Ati 0 3 2010 _City of Tukwila BUILDING nimifM 260.38 RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 523 C00405C09 DRAWING NUMBER: M173 619 MINIMUM FIRE PROTECTION DESIGN CRITERIA - FM GLOBAL REQUIREMENTS AREA HAZARD CLASSIFICATION DESIGN DENSITY (GPM /ft2) MINIMUM REMOTE AREA (ft2) HOSE STREAMS (GPM) TRANSFER BUILDING: COMMERCIAL RECEIVING FLOOR 111, SELF -HAUL TIPPING FLOOR 112 EXTRA HAZARD GROUP 1, HEAPED MUNICIPAL SOLID WASTE PROCESSING 57 FT MAXIMUM BUILDING HEIGHT. 0.45 3500 500 TRANSFER BUILDING: NORTH PROCESSING AREA (NPA) 401 NFPA CHAPTER 15 FOR PALLETIZED AND SOLID PILED STORAGE INCLUDING STORAGE OF BALED WASTE PAPER AND GROUP A PLASTICS TO 12FT, 37.5FT MAXIMUM BUILDING HEIGHT. 0.70 2500 500 TRANSFER BUILDING: STORAGE ROOM 113 TSO BUILDING: COMPACTOR BAY C01, COMPACTOR BAY EXTENSION CO1A, ELEVATOR MACHINE ROOM C04, HPU ROOM 107 LOADING AREA 109 EXTRA HAZARD GROUP 2 CONTAINING MINERAL OIL BASED HYDRAULIC FLUIDS, GAS POWERED MOWING EQUIPMENT 0.30 5000 500 TSO BUILDING: TOP LOAD BAY CO2, DUST COLLECTOR ROOM 108, SOUTH PROCESSING AREA (SPA) 701 EXTRA HAZARD GROUP 1 DUST COLLECTION /YARD WASTE DISPOSAL, NO FLAMMABLE LIQUIDS EXCEPT MOTORIZED VEHICLES IN TOP LOAD BAY CO2 AND SPA 701. NFPA - 13, CHAPTER 11, FIGURE 11.2.3.1.1 500 TS0 BUILDING: ELECTRICAL ROOM CO5, MECHANICAL ROOM C06, STORAGE ROOM C10 ORDINARY HAZARD GROUP 2 NFPA - 13, CHAPTER 11, FIGURE 11 .2.3.1.1 250 TRANSFER BUILDING: ELECTRICAL CLOSET 115, FIRE SPRINKLER ROOM 114 TSO BUILDING: UNISEX TOILETS C07, CO8, 104, 110, 115, 207, BREAK ROOM C09, LOBBYS 101, 103, 201, MULTI- PURPOSE ROOM 102, SPRINKLER ROOM 105, MISTING ROOM 106, ELECTRICAL ROOM 116, MECHANICAL ROOM 202, CONFERENCE 203, OFFICES 204, 205, COMM /SERVER 206, OFFICE STORAGE 208, SUPERVISORS OFFICE 209, BREAK ROOM 210, CUSTODIAL 211 WOMEN'S RESTROOM, LOCKER, SHOWER, LAUNDRY 213, 216, 217, 218, HALLS 219, 220 ORDINARY HAZARD GROUP 1 NFPA - 13, CHAPTER 11, FIGURE 11.2.3.1.1 250 Cn DESIGN WATER FLOW: CALCULATED AVAILABLE WATER FLOW TO THE TRANSFER BUILDING DOUBLE DETECTOR CHECK VALVE ASSEMBLY, DWGS M192 AND C083, IS 1,575 GPM AT A RESIDUAL PRESSURE OF 91.61 PSI BASED ON INFORMATION PROVIDED BY HIGHLINE WATER DISTRICT. FINAL SPRINKLER SYSTEM DESIGN SHALL NOT BE COMPLETED UNTIL FIELD TESTING OF AVAILABLE WATER FLOW IS CONDUCTED BY THE FIRE PROTECTION SYSTEM DESIGNER /CONTRACTOR IN COORDINATION WITH THE HIGHLINE WATER DISTRICT. DESIGNED DRAWN LNS NBD VERIFY SCALE • BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 JAR LNS C 1/8/10 JAR LNS B 1/8/10 JAR LNS A 7/31/09 JAR LNS REV 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 King County Department of Natural Resources and Parks Solid Waste Division SELF HAUL TIPPING FLOOR 112 FIRE SPRINKLER RISJER #2 I, IIIIIIIIII e Iiillllll� II IIIIIIII I �I� .,I!II� ►uINIIIIIII COMPACTOR LEVEL BELOW SOUTH PROCESSING AREA (SPA) 701 TSO B u LNS TSO BUILDING F BUILDING FIRE SPRINKLER O4 RISER #1 TRANSFER BUILDING NOTES: LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 COMMERCIAL RECEIVING FLOOR 111 TS01 TRANSFER BUILDING LEVEL 1 SCALE: 1 /32" = 1' -0" 0 SEE DWG M193 FOR LEVEL 1 ROOM CALLOUTS. O2 SEE DWG M192 FOR COMPACTOR LEVEL ROOM CALLOUTS. 0 SEE DWG M194 FOR LEVEL 2 ROOM CALLOUTS AND TRANSFER BUILDING UPPER LEVEL FIRE SPRINKLER PLAN. 0 SEE DWG M195 FOR SPRINKLER SYSTEM SCHEMATIC DIAGRAMS. SEISMIC ISOLATION PROVISIONS REFER TO SEISMIC ISOLATION NOTES ON SHEET M011. BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING FIRE SPRINKLER PLAN AND CRITERIA �G NORTH PROCESSING _AREA (NPA) 401 -I- REVIEWED FOR CODE COMPLIANCE APPROVED AUu 0 3 2UlU City of Tukwila BUILDING nil/mink! RECEIVED JUN 14 2010 PERMIT CENTER PROJECT NUMBER: SHT. OF: 524 C00405C09 DRAWING NUMBER: M191 619 0 W 0 U- w m C/) 0 CO J J U C/) W F- U 0 U tit 0 LL W C/) C/) -J z U- RM NO RM NAME CO1 COMPACTOR BAY CO1A COMPACTOR BAY EXTENSION CO2 TOP LOAD BAY CO3 VESTIBULE C04 ELEVATOR MACHINE ROOM CO5 ELECTRICAL C06 MECHANICAL C07 UNISEX TOILET 1 C08 UNISEX TOILET 2 C09 BREAK ROOM C10 STORAGE 1 0 LOW POINT °NAIN I I I I I II 1 I I • — rl� LOW POINT TNT DRA I � NOTE I ENTIRE COMPAC�fOR LEVEL TO BE SERVE FROM FIRE SPRINKLER ZONE 2 CLEARANCE REC1 I REMENTS SEE DWGS A101 C, Al23C, Al24, Al25, 4126, AND Al27 FOR HORIZONTA_ AND VERTICAL CLEARAN E REQUIREMENTS IN THE COMPACTOR LEVEL. PIPING AND UCTWORK CANNOT BE INSTALLED WITHIN THE CLEARANCE Z NES. — CONTI DWG 193 PIV POC 4" PIV FOR FUTURE MAINTENANCE SHOP. LOCK CLOSED CAP 12 BELOW GRADE FOR FUTURE FDC 10 DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" PR R — MAIN UP TO RISER ROOM, DOWN La King County Department of Natural Resources and Parks Solid Waste Division D B A REV 6/10/10 1/8/10 1/8/10 7/ DATE SPRINKLER MAN UP TO FIRE SPRI�KLER RISER #1, SE DWG M195 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 FIRE SPRINKLER COMPACTOR LEVEL SCALE: 1 /8" = 1 - 0 " LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 1/8 " -1'- ISO BUILDING COMPACTOR LEVEL FIRE SPRINKLER PLAN MININ MU MEM =ME NM= U =M I M IS - -i IM— BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT EWE APPROVED pus 0 3 2010 of Tukwila gui LNG DMSinN RE EIVED JUN 14 2010 PERMIT CENTER 5 0 5 10 15 20 NI =1 MI Scale PROJECT NUMBER: C00405C09 Feet SHT. OF: 525 619 DRAWING NUMBER: M192 0 0 0 W 0 W m 0 co 44- —J J U W 0 —J Z ILL RM NO RM NAME 101 LOBBY 102 MULTI — PURPOSE '1 • 103 LOBBY 104 UNISEX TOILET 105 RISER ROO 106 MISTING "0 • 107 HP ; i 1 I; 14 T COLLECTOR ROOM LOADING AREA 110 UNISEX TOILET 5 111 COMMERCIAL RECEIVING FLOOR 112 SELF —HAUL TIPPING FLOOR 113 STORAGE 114 SPRINKLER ROOM 115 ELECTRICAL CLOSET 115 UNISEX TOILET 4 401 NPA 1/16 " =1' -0' FIRE SPRINKLER 011111111HII � 4 eI. • 111 UNHEATED REAS OF TSO LQUIPMENT LEVEL TO BEL _ SERV D BY FIRE SPRINK ER ZONE 2 HEATED AREAS OF TSO EQUIPMENT LEVEL ITO BE SERVED BY FIRE $PRINKO ZONE 1 I CONTINUED DWG M194 ONTINUE DWG M :4 FIRE SPRINKLER ZONE 6 LEVEL 1 TRANSFER BUILDING & MECHANICAL SCALE: 1/16" = 1' -0" 0 —L 10 10 10"-j F F SEE DWG M101 FOR OTHER; PIPING /UTILITIES - - -ADUA£ NT— TO— SPRINKLER —MAIN— t REVIEWLI) FOR CODE COMPLIANCE APPROVED b 0 3 2010 CILyafTukwila BUNWING tAnRinto G 0 ti t" - 0 ( RECEIVED JUN 1.4 2010 PERMIT CENTER DESIGNED LNS DRAWN NBD 6/1 0/10 1/8/10 1/ 7/31/09 JAR JAR JAR JAR LNS LNS LNS VERIFY SCALE BAR IS ONE INCH ON A ANSI "D" DRAWING 0 1" REV DATE CHK'D APP'D LNS FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING TIPPING /RECEIVING LEVEL FIRE SPRINKLER PLAN PROJECT NUMBER: SHT. OF: 526 C00405C09 DRAWING NUMBER: M193 619 0 0 �.I.J 0 U- W m CJ) 0 Co d' -J J 0 J z U RM NO RM NAME 201 LOBBY 202 MECHANICAL 203 CONFERENCE 204 OFFICE 1 205 OFFICE 2 206 COMM /SERVy ROOM 207 UNISEX T 6 208 OFFICE RAGE 209 SU % " r ISOR OFFICE 210 =' 'K ROOM 1 CUSTODIAL 212 WOMEN'S RESTROOM 213 MEN'S RESTROOM 214 WOMEN'S LOCKER 215 WOMEN'S SHOWER 216 MEN'S LOCKER 217 MEN'S SHOWER 218 MEN'S LAUNDRY AREA 219 HALL 1 220 HALL 2 cra FIRE SPRINKLER LEVEL 2 OPERATIONS SCALE: 1/16" = 1' -0" ;SPA CANOPY SHALL BE S BY FIRE SPRINKLED ZONE I2 WM WM MEN HEATED AREAS OF THE LEVEL 2 TSO BUILDING SHALL BE EERVE BY FIRE SPRINKLER ZONE 11. UN - H"EATED - AREAS - SHALL BE BY FIRE SPRINKLED ZONE 12. yi,,, �u uu yy w€�y L �' �rAf r- ■■■■■I�■■■■■■ ■■■■a r 216 \ N ferdiadii I Atie i a /m ii INN `t)•"�II �M"AI1�)1 1� 11 ■ ■ NI ■ :E I I X PjgllIlligliSIIII VI {. 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IMM..PIMMMI CONTINUiD NTIN ED SPRINKLER MAI S TO PENETRATE MAIN FRAMES REFERITO STRUCTURAL DRAWINGS FOR BEAM PENETRATION LOCATIONS (11 12 -114 "?& 47S-:°°- OS CEIVED JUN 1 2010 PERMIT CENTER LOW POINT DRAIN DOWN REVIEWED F ECOMPLI APPROVE MU 0 3 2010 City off BUILDING ir into 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 1/8/10 7/3 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 La King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 771 3 PIONEER WAY • SUITE 0 GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER /TSO BUILDING TSO LEVEL /TIPPING /RECEIVING UPPER LEVEL FIRE SPRINKLER PLAN PROJECT NUMBER: C00405C09 SHT. OF: 527 619 DRAWING NUMBER: M194 0 0 N c W L.L 0 0 0 0 LI C/) C ) J Z U- CI TSO BUILDING EXTERIOR WALL WATER MOTOR ALARM SEE SHEET C083 FIRE SPRINKLER WATER SUPPLY VAULT >< \\< DOUBLE DETECTOR CHECK VALVE ASSE l n MAINTENANCE BUILDING FDC STUBOUT CAPPED 12" BELOW GRADE 1 0" FIRE SPRIN SUPPLY OS &Y VALVE - W/TAMPER SWITCH (NP) 10" KLEE DRIP CHECK 4" FIRE SPRINKLER TO FUTURE MAINTENANCE BUILDING SEE DWG C083 DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI " D " DRAWING 0 1 " C B A REV 6/ 1/8/10 1/8/ 7 DATE POC SPRINKLER ROOM FINISHED FLOOR JAR JAR JAR JAR CHK'D W 0 0 _Z _ 0_ LLI - c !n Z z - wo z < Q � Q L i. . I— Lv A V PS TRANSFER BUILDING FIRE DEPARTMENT CONNECTION (FDC) B LOCKED SHUT LNS LNS LNS LNS APP'D ILPS TS AM 0_ w LI ¢. CL O 0 - o CL Z= O_z W - p Y m cn I m o ) cn p g w LT_ NJI - �i ILPS PS AM TS g TS PIV FDC >-- POC • DRIP CHECK PIV 0 We =w 0 Z m 0 CL W 0_ cn wZ I.� - LOW PRESSURE A SWITCH (TYP) POST INDICATOR VALVE W /TAMPER SWITCH PRESSURE SWITCH (NP) � CA DRAIN VALVE (TYP) TO DRAIN —o 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 LOW PRESSURE DRY VALVE (TYP) - AIR MAINTENANCE DEVISE (TYP) 2 "CA SEE SHEET M108 TO DRAIN TSO BUILDING EXTERIOR WALL WATER MOTOR ALARM CHECK VALVE (TYP) WET PIPE VALVE FLOW SWITCH OS &Y VALVE W/TAM PER SWITCH (TYP) SPRINKLER ROOM FINISHED FLOOR FIRE PROTECTION SYSTEM RISER DIAGRAM NOT TO SCALE King County . Department of Natural Resources and Parks Solid Waste Division TS 0! J z Ir 0_ V) w 0: A LPS PS X TS AM A TS AM w CL 0 Et 2E El DE W pc - _ m 0 V) 0! 0_ d- Li. ci cn LU Z Z W I L NJ SO T ISER '0•M 10 LNS LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 —ILPS PS TS AM w CL z ci = Y m Z I � w 2 E g Go TS AM 4 .. TO DRAIN --) LOW PRESSURE SWITCH (TYP) 1 •qs' PRESSURE SWITCH cNP) LOW PRESSURE DRY VALVE (TYP) AIR MAINTENANCE DEVISE (NP) CA DRAIN VALVE (TYP) BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT FIRE PROTECTION SPRINKLER SYSTEM SCHEMATIC DIAGRAMS 2 "CA SEE SHEET M108 TO DRAIN Ckyof Tukwila BUILDING nfinginto RECEIVED JUN 14 2010 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPItfVFD AUG 0 3 201U PROJECT NUMBER: C00405C09 SHT. OF: 528 619 DRAWING NUMBER: M195 DESIGNED VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 6/10/10 C 1 1/ B 1 1/8/10 A 7/31/09 EMERGENCY /STANDBY GENERATOR FUEL METERING PANEL 10,000 GALLON DIESEL FULE TANK FUEL MANAGEMENT PANEL VENTS FUEL FILTRATION SET TANK FILL 0 ASSEMBIff OIL STOP VALVE VAULT SEE M102 FOR PIPING EMERGENCY /STANDBY GENERATOR 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 1-1/2" FOS & FOR BETWEEN GENERATOR AND STORAGE TANK TO BE INSULATED (1" THICK) W/ ALUMINUM JACKET OVER HEAT TRACING. 1 " HWS /HWR TO MECHANICAL ROOM C06 SEE M102 & M111 M432, HEAT J EXCHANGER HX —F1 -CATCH BASIN TYPE 1 ' KCRS FIG 7 -003, STANDARD GRATE FIG 7 -013. SEE M102 FOR PIPING NOTE: SEPARATE FIRE DEPARTMENT PERMIT REQUIRED FOR FUELING STATION SCALE: 1 /4" = 1 '- King County Department of Natural Resources and Parks Solid Waste Division CARD READER FUEL DISPENSER 0 0 LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE 0 GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 15' -0" (MIN.) TO DRIVE LANE M432 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT FUELING STATION PLAN LEGEND FM FLOW METER SUBMERSIBLE PUMP (sP—#) W/ SIPHON CHECK VALVE `$ 1 /4 TURN BALL VALVE 1' Z CHECK VALVE SOLENOID VALVE S ' W/ MANUAL OVERRIDE ps -g SOLENOID VALVE 101 SITE FLOW GLASS BASKET STRAINER FLOW SWITCH FOS FUEL OIL SUPPLY FOR FUEL OIL RETURN FOF FUEL OIL FILL FOGS FUEL OIL CLEANING SUPPLY FOCR FUEL OIL CLEANING RETURN PROJECT. NUMBER: SHT. OF: 533 C00405C09 DRAWING NUMBER: z 0 w ce 0 w C/) 0 00 J J U U ce 0 LL 0 w CI) C!) J Z LL FOS FOR NO SCALE FOS FOR 120 VAC POWER EMERGENCY /STANDBY GENERATOR FUEL METERING PANEL FUEL OIL SUPPLY SIGNAL TO FUEL MANAGEMENT PANEL FUEL OIL RETURN SIGNAL TO FUEL MANAGEMENT PANEL NOTES: 1. FUEL METERING PANEL TO BE STAND ALONE PLC BASED COMMUNICATION OUTPUT TO FUEL MANAGEMENT PANEL. NEMA 4 RATED ENCLOSURE. NO SCALE FUEL FILTRATION SET 120 VAC POWER SP -4 FILTRATION PUMP STOP /START FILTRATION SET FLOW SWITCH FILTRATION SET SOLENOID VALVE FILTRATION SET ALARMS /INDICATORS - CONTROL POWER ON - PUMP RUN - FILTER SATURATED - FILTER WATER LEVEL HIGH - SYSTEM BASIN LEAK DETECTED NOTES: 1. FILTRATION SYSTEM TO BE STAND ALONE PLC BASED WITH INTERNAL SCHEDULING CAPABILITIES, WITH COMMUNICATION OUTPUT TO FUEL MANAGEMENT PANEL. NEMA 4 RATED ENCLOSURE. DEDICATED 208 VAC 1 PHASE POWER TO TANK HEATING SUBMERSIBLE PUMP MOTOR STARTER DEDICATED 208 VAC - 1 PHASE POWER TO FUEL FILTRATION SUBMERSIBLE PUMP MOTOR STARTER DEDICATED 208 VAC - 1 PHASE POWER TO FUEL DISPENSING SUBMERSIBLE PUMP MOTOR STARTER DEDICATED 208 VAC - 1 PHASE POWER TO GENERATOR \\\ DISPENSING SUBMERSIBLE PUMP MOTOR STARTER 120 VAC - 20 AMP \ \\ REMOTE FILL LEAK DETECTOR - DISPENSER LEAK DETECTOR - REMOTE FILL SELECTOR SWITCH - TANK INTERSTITIAL LEAK DETECTOR - GENERATOR SUPPLY FLOW SWITCH - GENERATOR SPILL PAN LEAK DETECTOR - TANK TEMPERATURE SENSOR GENERATOR SUPPLY TEMPERATURE SENSOR ACKNOWLEDGE /SILENCE SWITCH GENERATOR RUN SIGNAL NOTES: 1. NEMA 4 RATED ENCLOSURE. NO SCALE LOCKABLE DISPLAY FUEL MANAGEMENT PANEL FILL PORT ALARM HORN FILL PORT ALARM LIGHT TANK FILL SOLENOID VALVE GENERATOR RETURN SOLENOID VALVE GENERATOR SUPPLY SOLENOID VALVE GENERATOR SUPPLY PUMP START /STOP (PRIMARY AND STANDBY) TANK HEATER SUPPLY SOLENOID VALVE TANK HEATER PUMP START /STOP GENERATOR SUPPLY PUMP FAILURE ALARM FLEET SUPPLY LOW LEVEL ALARM, FUEL DELIVERY PUMP LOCKOUT COMMON ALARM ORDER PRODUCT DRY CONTACT OUTPUT MODBUS OUTPUT DRY CONTACT OUTPUT FOR BAS HEAT SYSTEM ACTIVATION FUEL DISPENSER W /CARD READER ELECTRICAL LINE —I. EXPANSION RELIEF VALVE FUELING STATION SECTION SCALE: 1/4" = 1' -0" DESIGNED VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" RETAINING WALL TO / FROM ' EMERGENCY /STANDBY GENERATOR D 6/10/10 C 1/8/10 B 1/8/10 A 7/31/09 REV DATE SP -1 FUEL TANK HEAT RECIRCULATION PUMP W/ 'r SIPHON CHECK VALVE I EMERGENCY /STANDBY GENERATOR FUEL OIL RETURN CLOCK GAUGE W /ALARM FUEL OIL CLEANING RETURN FUEL OIL HEATING RETURN EMERGENCY /STANDBY GENERATOR FUEL PUMPS W/ SIPHON CHECK VALVES SP- 2 /SP -3 SP -5 FUEL DISPENSING PUMP W/ SIPHON CHECK VALVE TO / FROM EMERGENCY /STANDBY \ GENERATOR DAY TANK 1" HWS /HWR IN INSULATED ENCASEMENT WITH CONTROL RACEWAYS 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 COMBINATION PRESSURE / � VACUUM VENT /OVERFILL ALARM (12' MINIMUM TO GRADE) FUEL FILTRATION SET - HEAT EXCHANGER HX -F1 EMERGENCY VENT CATCH BASIN FUELING STATION SECTION SCALE: 1 /4" = 1' -0" King County Department of Natural Resources and Parks Solid Waste Division EMERGENCY VENT INTERSTITIAL TANK FILL ASSEMBLY FUEL DISPENSING SUCTION TUBE DEPTH SET TO MAINTAIN 24 HOUR FUEL SUPPLY TO EMERGENCY STANDBY GENERATOR (820 GALLONS, USEABLE DEPTH) S A READER LNS ENGINEERS, INC. 7713 PIONEER WAY • SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 OVERFILL PREVENTION VALVE RETAINING WALL FUELING STATION SECTION SCALE: 1 /4" = 1' -0" FUELING STATIQN SECTIONS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TANK FILL ASSEMBLY - SWING CHECK VALVE � - REMOTE CONTAINER SPILL DISCONNECT ADAPTOR ;,. --� LOCKING BALL VALVE PROJECT NUMBER: SHT. OF: 534 DRAWING NUMBER: RECEIVED JUN 14 2010 PERMIT CENTER C00405C09 c M a 0