Loading...
HomeMy WebLinkAboutPermit D09-166 - KING COUNTY - BOW LAKE - ARTWORK SUPPORTARTWORK SUPPORT D09 -166 City ofI'ukwila 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 DEVELOPMENT PERMIT Parcel No.: 3523049037 Address: 18800 ORILLIA RD S TUKW Suite No: Tenant: Name: BOW LAKE - ARTWORI{ SUPPORT Address: 18800 ORILLIA RD S, TUKWILA WA Owner: Name: KING COUNTY Address: 500 K C ADMIN BLDG, SEATTLE WA 98104 Phone: Contact Person: Name: TOM CREEGAN Address: 201 S JACKSON ST, STE 701, SEATTLE WA 98104 Phone: 206 263 -6476 Contractor: Name: LYDIG CONSTRUCTION INC Address: PO BOX 11035, SPOKANE 99211 Phone: 509 534 -0451 Contractor License No: LYDIGC *264JC Permit Number: D09 -166 Issue Date: 09/17/2010 Permit Expires On: 03/16/2011 Expiration Date: 09/11/2011 DESCRIPTION OF WORK: CONSTRUCT FOUNDATION AND STRUCTURAL SUPPORT FOR ARTWORK Value of Construction: $250,000.00 Fees Collected: $4,295.30 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: * *continued on next page ** doc: IBC -7/07 D09 -166 Printed: 09 -17 -2010 City o?Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: htW: / /www.ci.tukwila.tiva.us Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: Hauling: N Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Number: D09 -166 Issue Date: 09/17/2010 Permit Expires On: 03/16/2011 Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 C.Y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Permit Center Authorized Signature: (J- Date: ` 17 ` l t/ 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 ork. am authorized to sign and obtain this development permit. Signature: Dater ✓% Print Name: A� 21 i�j� l/'i —1 �a') This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -7/07 D09 -166 Printed: 09 -17 -2010 0 0 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: h1tp: 11www.ci.tukwi1a.wa.us PERMIT CONDITIONS Parcel No.: 3523049037 Permit Number: D09 -166 Address: 18800 ORILLIA RD S TUKW Status: ISSUED Suite No: Applied Date: 08/13/2009 Tenant: BOW LAKE - ARTWORK SUPPORT Issue Date: 09/17/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Cond -10/06 D09 -166 Printed: 09 -17 -2010 0 0 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.lukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature &ayl AA?L-) Date: Print Name: ISI-167i, doc: Cond -10/06 D09 -166 Printed: 09 -17 -2010 ILA Wq Z fJ a° x �r 190E 00 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 h=.-11www. ci. tukwila. wa. us t, 0 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" King Co Assessor's Tax No.: 3523049037 / 3523049124 Site Address: 18800 Orillia Road South, Tukwila, WA Suite Number: Floor: Company Name: KPG, Inc. Tenant Name: Bow Lake Recycling and Transfer Station New Tenant: ❑ .....Yes ®..No Property Owners Name: King County Department of Natural Resources and Parks - Solid Waste Division State Zip Mailing Address: 201 South Jackson St, Suite 701 Seattle WA 98104 (206) 286 -1639 City State Zip CONTACT PERSON —who do we contact when your permit is ready to be issued Name: Tom Creegan Day Telephone: (206) 263 -6476 Mailing Address: 201 South Jackson St. Suite 701 Seattle WA 98104 City State Zip E -Mail Address: tom.creegan @kingcounty.gov Fax Number: (206) 263 -3001 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: KPG, Inc. Mailing Address: 753 9th Avenue North Seattle WA 98109 City State Zip Contact Person: Charlie Conway Day Telephone: (206) 286 -1640 E -Mail Address: Charlie @kpg.com Fax Number: (206) 286 -1639 ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: R. W. Beck, Inc. Mailing Address: 1001 4th Avenue, Suite 2500 Contact Person.. Karl Hufnagel E -Mail Address: khufnagel @rwbeck.com H:\Appltoanons\Fonns- Appltwnons On Line\2009 Applications \I -2009 - Pmut Application.doc Revised: 1 -2009 bh Seattle WA 98154 City State Zip Day Telephone: (206) 695 -4509 Fax Number: (206) 695 -4701 Page 1 of 6 00 BUILDING PERMIT INFORMATION 206 -431 -3670 00 Valuation of Project (contractor's bid price): $ 250,000 Existing Building Valuation: $ Scope of Work (please provide detailed information): Construct foundation and structural support for artwork at Bow Lake Recycling and Transfer Station Site. Will there be new rack storage? ..... Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below. Addition to' Type of Type of Existing Construction per Occupancy per. Existine Interior Remodel Structure New BC - IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq fl): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 13 ....... Yes [I ....... No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes ❑ .......No If "yes, attach list of materials and storage locations on a separate 8 -1/2" x I1 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On-site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplicationsTonns- Apphcanons On Lane\2009 Apphcations \I -2009 -Permit ApplicationAm Revised: 1-2009 Page 2 of 6 bb PLUMBIN,C AND GAS PIPING PERMIT INFORMATION - 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's id price): $ Scope of Work (please provide detat information): Building Use (per Int'l Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets beingN,5jl'Illed and the quantity below: Fixture Type: Fixture Type: re Type: Fixture Type: Qty Bathtub or combination Bidet washer, domestic Dental unit, cuspidor bath/shower 7Food-wa Dishwasher, domestic, Drinking fountain or grinder, Floor Drain with inde endent drain water cooler er head ercia Shower, single head trap Lavatory fountal Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per Water heater d/or vent Industrial waste treat Each grease trap drain (inside building) \nt interceptor, including (connected to not more and vent, except for than 4 fixtures - <750 tvve arease interce tors gallon capacity) Grease interceptor for Repai r alteration of Repair or alteration of Medical gas piping commercial kitchen ( >750 'vat, piping and/or water drainage or vent piping system serving 1 -5 gallon capacity) tr ment equipment inlets /outlets for a specific gas Each additional medical OrBackflow protective Backflow protective device Each lawn sprinkler gas inlets /outlets greater device other than other than atmospheric -type system on any one meter than 5 atmospheric -type vacuum vacuum breakers over 2 including backflow breakers 2 inch (51 mm) inch (51 mm) diameter protection devices diameter or smaller Atmospheric -type vacu Atmospheric -type Gas piping outlets breakers not included ' vacuum breakers not lawn sprinkler backflow included in lawn protections (1 -5) sprinkler backflow protections over 5 HAAppbcanonsToms- Applications On- Iine\2009 Apphcadons \I -2009 Permit ApplicationAm Revised: 1.2009 Page 5 of 6 bh PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). v I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR Print Nz Mailing A JIU MT. Date: D 1 Date Application Accepted: vin I (h Date Application Expires: I Staff Initials: � (� L9 H:\Appltcanons\Fo'ms- Applications On line\2009 ApplicationsV -2009 - Permit Appltcation.doc Revised: 1 -2009 Page 6 of 6 bh 0 J j i G% ail s0 V 1908 Ci1*of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 = 431'3670 Fax: 206-431-3665 Website: httP: /hvww.ci.tukwila.wa.us SET RECEIPT RECEIPT NO: R10 -01829 Initials: JEM User ID: 1165 Payee: KING COUNTY SET ID: 0129 SET TRANSACTIONS: Set Member Amount ---- - - - - -- ------ D09 -161 - - - - -- 120.00 D09 -162 60.00 D09 -164 120.00 D09 -165 60.00 D09 -166 30.00 D09 -167 30.00 EL09 -0497 60.00 EL09 -0498 60.00 EL09 -0499 60.00 EL09 -0500 60.00 M09 -103 60.00 M09 -104 60.00 M09 -105 60.00 PG09 -095 120.00 PG09 -096 120.00 PG09 -097 60.00 TOTAL: 120.00 Payment Date: 09/14/2010 Total Payment: 1,140.00 SET NAME: BOWLAKE PAYMENT RECEIVED TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 620755 1,140.00 TOTAL: 1,140.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- ELECTRICAL PERMIT - NONR 000.322.101.00.0 240.00 MECHANICAL - NONRES 000.322.102.00.0 180.00 PLAN CHECK - NONRES 000.345.830 420.00 TIT TTfin TNT/ TTPITD T: C' nn� 7'I 'I ��� nn ��� nn o� �z u4, j o N�� 7908r l� CA of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Website: ht1P: 1hvww.ci.tukwda.wa.us SET RECEIPT Copy Reprinted on 06 -18 -2010 at 10:30:57 RECEIPT NO: R10 -01094 Initials: WER User ID: 1165 Payee: KING COUNTY SET ID: 0129 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 06/18/2010 Payment Date: 06/18/2010 Total Payment: 171,895.27 SET NAME: BOWLAKE PAYMENT R TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 564651 171,895.27 TOTAL: 171, 895.27 ACCOUNT ITEM LIST: Description ------------------------------ BUILDING - NONRES ELECTRICAL PERMIT - NONR FIRE IMPACT FEES TAL� T.TT AT 7-r"AT TT/ AML0 Account Code Current Pmts 000.322.100 51,262.46 000.322.101.00.0 12,716.48 90830402.5000.53 12,872.72 nnn inn inn nn n C �)C" nn Ci4of Tukwila, I s Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Website: htw:11www.ci.tukwda.wa.us PLUMBING - NONRES PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TREE MITIGATION 000.322.103.00.0 000.345.830 000.342.400 640.237.114 000.345.811.00.0 TOTAL: 1,206.00 336.00 48,641.00 27.00 12,920.00 171,895.27 0 0 City of Tukwila o, i2 Department of Community Development ` 1G) 6300 Southcenter Boulevard, Suite #100 �2 Tukwila, Washington 98188 MM Phone: 206 - 431 -3670 1908 Fax: 206 - 431 -3665 Web site: http: / /www.ci :tukwila.wa.us RECEIPT Parcel No.: 3523049037 Permit Number: D09 -166 Address: 18800 ORILLIA RD S TUKW Status: PENDING Suite No: Applied Date: 08/13/2009 Applicant: BOW LAKE - ARTWORK SUPPORT Issue Date: Receipt No.: R09 -01270 Initials: JEM User ID: 1165 Payee: KING COUNTY TRANSACTION LIST: Type Method Descriptio Amount ---- - - - - -- ----- - - - - -- ---- - - - - -- ------ - - - - -- Payment Check 362754 1,678.50 Authorization No. Payment Amount: $1,678.50 Payment Date: 08/13/2009 03:12 PM Balance: $2,586.80 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - -- - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 1,678.50 Total: $1,678.50 PAYMENT RECEIVED doc: Receipt -06 Printed: 08 -13 -2009 ' Permit 17 Art Work Q o MR2 OWly i Structural Calculations Bow Lake Recycling and Transfer Station Artwork Support 18800 Odllia Road South ' Tukwila, WA 98188 MLA Project No. 2007.104 King County Department of Natural Resources and Parks Solid Waste Division Prepared for cao I perrot studio ? 3511 West 6t' Street, Studio 5 Los Angeles, CA 90020 July 31, 2009 MLA Engineering, pllc 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.264.2727 206.264.4835 Fax (�EVIEYVED FOR C®DE C®MpHANCE APPROVED APR 2 9 2010 city 01 TUMIa BUILDING Divis m arvEOn°an AUG 1`3 2009 PERMIT CEO V()I- lu 'INSPECTION RECORD Retain a copy with permit -'� INSPECTION NO. PERMIT N0. CITY OF TUKWVILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 rt Pra' M Type oLfiliLs pectigp:� Ad /dress�00 o lul %� Date Called: Special Instructions:• Date Wa ed: equester: L Phone No: Approved per applicable codes. tl Corrections required prior to approval. COMMENTS: Inspector: Dateg /NSPECTION FEE RE UIRED. Prior next inspection, fee must be aid at 6300 Southcent Blvd., Suite 100. Call to schedule reinspection. .t- •'"3�` ? �� %"�'x.1", -ivy lr� =t4:. c...k..:-�� ;ti_.�x' sus.:.=.-!'. _�,-- J:.G..- ,1...- :w:�- tsxx.%sl a.• -- 1r�.•�_.�..�k._�..- .•. -e.d. �Emdst�;h'. INSPECTION RECORD Retain a copy with permit � -1 (-:1L INSPECTION N0, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro'ect: F�N V, Type of Inspection: F(" c ►1 L Address: �LLI /4'R� Date Called: Spec►al tructions: Datlanted: a. Requester: Phone No: R Approved per applicable codes. t� Corrections required prior to approval. COMMENTS: O Inspe r: Date: —,?75— EI SPECTION FEE REQU RED. Prior to ne t inspection, fee must be ai at 6300 Southcenter Bl d.. Suite 100. Cal to schedule reinspection. ���r -a..t .: r""�`�"`'r" y� sue'. � "'` �. rwr--, y„ �. J` �^' �rxX, tir. ,t.- >,2�"'.r'iy""..c�.;��+!+i� _x�., � -r_ -.. _• -.�l^ �-- ':.A>.31: -•q y��C�?� i Structural Calculations Bow Lake Recycling and Transfer Station Artwork Support 18800 Orillia Road South Tukwila, WA 98188 MLA Project No. 2007.104 King County Department of Natural Resources and Parks Solid Waste Division 1 Prepared for 351; cao I perrot studio West 6th Street, Studio 5 Los Angeles, CA 90020 L.. 1 ro, NAILO July 31, 2009 MLA Engineering, pllc 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.264.2727 206.264.4835 Fax '1:d9 Engineering, plic 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 206 -264 -2727 JOB Bow Lake —Art Support JOB NO. 2009.102 SHEET NO. 1. p I OF CALC BY JAP DATE CHECKED BY DATE Design Criteria Design Codes IBC 2006, ASCE /SEI 7 -05 Live Load Cable Construction Live Load Snow Load Roof Snow Load Snow Load Importance Factor Deflection Criteria Live load Dead load Total Wind Design - Calculated per ASCE 7 -05 Bacic wind speed, V Mind directionality factor, Kd Occupancy category Importance factor, IV„ Exposure category Topographic factor, Ke Gust factor, G Seismic Design Site Class D Ss = 1.380, S, = 0.470 Seismic Design Category D IE = 1.0 Latitude: 470 26' 8" Longitude: - 122° 16'5" 5 psf 20 psf 1.0 U360 U360 U240 85 mph 0.85 1.0 open 1.2 0.85 PLAN VIEW sit= v oil I.o2 295''5' � � b Z�ti•np� v as . ?' %J MLA Engineering, pllc (206) 264 -2727 LOA -„1NG. duo LIOPI- gz G � A4 ww: f z I - s s F f--- 2Z -,4 l o v N o= , g k �— Gb yr —cL1�s , Go1 -5(- lb rsp /F art t,, LIOA, 1V' bitF)K gUkLS: l.0 /Uoo I,SK G► ,lrmd �`7�F � �'lAG1i•Fq� t -a3 JOB 'NU � F► l�t.�i / -rr SA P P o m-r SHEET NO. OF CALCULATED BY p DATE CHECKED BY DATE SCALE %: 3si 7A _ L7•S' z AF= faoFr' "N% G = , 6s i _ 1.0 kt, = tl;7 (P L A►J ----� N ►o ---- 1.011 MLA EEM -- Engineering, pllc Subject: 3 -D Frame Job Number. 2009 -102 Date: 03-Aug -2009 Job: Bow Lake Art Support By: JAP Section: ASCE 7 -05 Base Shear & Vertical Force Distribution INPUT DATA Short Period Response Acceleration Spectral Response Acceleration @ 1 sec Soil Class Occupancy Category Response Modification Factor Total Building Weight Building System Coefficient Total Building Height Number of Levels Long -period transition period Max dist. between lateral system elements Diaphragm CALCULATE BASE SHEAR Checked By: Pagelof. Ss' _1:380 s From USGS Website S, = 0.470_ From USGS Website SC = D (A through F) See Table 20.3 -1 Fundamental Period of Vibration = Ct " 0 T, _ (I, II, III or IV) See Table 1 -1 R = 6 Table 12.2 -1 W= 10- kips See Sections 12.8 Ck - Table 12.8 -2 h = ; 25'_ feet n = ;';;1 ::,..;,.,This count should only include supported levels. TL = 6 Figure 22 -15, pg 228 0.357 .. ° 5Q . feet 11.6 -4 C, = `Flexible 11.64 Seismic Design Category based on SDs SDC = Seismic Design Category based on Sp, SDC = Controlling Seismic Design Category Occupancy Importance Factor IE = x coefficient for determining building period x = Fundamental Period of Vibration = Ct " 0 T, _ Ford Distribution Fxnnnent It = D D D 1.00 0.75 0.224 sec. 1 nnn Table 9.4.1.2.4a S. <= S. = S. = S. = S, >= 0.719 0.25 0.50 0.75 1.00 1.25 Soil Class D 1.6 1.4 1.2 1.1 1.0 F. - - - - 1.00 ane k.oemcient ror o, r. = 1.00 Table 9.4.1.2.4b S, <= S, = S, = S, = S, >= 0.719 0.1 0.2 0.3 0.4 0.5 Soil Class D 2.4 2.0 1.8 1.6 1.5. F, - - - - 1.53 Site uoetrlGent tor S, tV = 1.53 Table 11.6 -1 Table 11.6 -2 Table 11.5 -1 Table 12.8 -2 Eqn 12.8 -7 Eqn 12.8.3 Table 11.4 -1 Table 11.4 -2 Modified Short Period Acceleration = F.'S. Sms = 1.380 Eqn 11.4 -1 Modred 1 sec. Period Acceleration = F„•S, SM, = 0.719 Eqn 11.4 -2 Design Short Period Acceleration = 2/3'Sms SDs = 0.920 Eqn 11.4 -3 Design 1 sec. Period Acceleration = 2/3•SM, So, = 0.479 Eqn 11.4 -4 Ts = So, /SDs T. = 0.52 sec. 11.4.5 To = 0.2Ts To = 0.10 sec. 11.4.5 Seismic Response Coefficient = SDs/(R/IE) C. = 0.153 <== Controls Eqn 12.8 -2 Seismic Response Coefficient = So, /(R/IE)/T for TsTL C, = 0.357 Eqn 12.8 -3 Seismic Response Coefficient = So,TL/T2(R/IE) for T >TL C, = 9.588 Eqn 12.8 -4 Seismic Response Coefficient = 0.5'S, /(R/IE) C. = 0.039 Eqn 12.8 -6 Base Shear = C.*W V = 1.5 kips Eqn 12.8 -1 0.153 G ASCE 7 -05 Base Shear - Bow Lake Art 1 I'0S MLA Engineering, pllc Subject: 3 -D Frame Job Number: 2009 -102 Date: 03- Aug -2009 Job: Bow Lake Art Support By: JAP Section: Checked By: Page/of: Design Response Spectrum 1.20 1.00 0.80 X 0.60 0.40 fl 0.20 0.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 Period (s) CALCULATE STORY FORCES Use Eqns 12.8 -11 and 12.8 -12 Story w, h, w, "h, F, V. F.M. (kips) (feet) (kips) (kips) Roof 2500 250 1.5 1.5 15% 250 1.5 CALCULATE DIAPHRAGM FORCES per Section 12.10.1.1 Story . w, (kips) Fww. (kips) FP, (kips) FPWx (kips) Use F (kips) FPMI, Roof 10.0 1.8 1.5 3.7 1.8 18% L = lu.0 ASCE 7 -05 Base Shear - Bow Lake Art %I MLA Engineering, pllc (206) 264 -2727 W _ 2ZpsF X j0`-r�, 4oFy" $9K �Q p61L .SIDE Z Z a k (A,, 3� V� 1�r� 5Pa w.' W Z� Psr 1 1 WW ; Ib psi ' I' � %AINLES) CML-r. Uls-)' Ott' MAS-r. .IOB �ow SHEET NO. OF CALCULATED BY--75 6e DATE CHECKED BY DATE SCALE Joint x y z dl B 0 -3 27.5 B2 2.76 1.5 -13.75 B 1 -2.76 1.5 -13.75 sl B 0 -8.4 62.2 B2 5.6 4.1 -31.1 B 1 -5.6 4.1 -31.1 wl side B 0 -0.5 3 B2 1.6 -0.5 -8 61 -1.6 1 5 wl down B 0 -6.8 49.8 62 4.5 3.4 -24.9 61 -4.5 3.4 -24.9 Combo B 0 -14.41 111.5 B2 10.335 7.125 -55.75 B1 - 10.335 7.125 -55.75 .IOB �ow SHEET NO. OF CALCULATED BY--75 6e DATE CHECKED BY DATE SCALE o CL Q LL c Q0 'm c m al F- m m J Um o`� V. M r' r V� N s � ?z x d 1 1 I r O O CpNQ0 -`111, COIC41"lcol 10 O1 N K ° m CD _ V m m m I" p 0 4 r N N 9 N O N O M N M N O N M CA N N M M N ON D� q o Co CD m CD CD q W w ' O 06 t.: m ao v, N W) Co N (0 N m m v c° h M N to N V w N N M V N > M 41 m 0 C0 M O 10 (U V M m m a N (D u') v CQ 9 10 Y Y O1 ° I 1(1 n W'T p O Cl CV a N co n M m q 9 T 4 N O M O i E 'It m N N O N Y N t0 O e 0 1° CD n N O OR r` n p C r •C C'7 m m W1 m h m V 1n M J CDM�CO 1e M N M O M O M 0 N— M V M N � M N N M M N N N — f= O F- J O N nDi(ouiv V n p 0 4 O r O Q O O - OCV W O a.CC4OpQ 1fj 0 LL Y oa/na0.0 C a r c C4 M ° fC E � J F W pl E O N 1N0 OMO b 00 N W 1N0• 100• 1 Q N CCc�o N N fl N tO N0 N {0{� i m = Y N V W W N N im c fi r r; o r) v E N t Y — V CO 44 N m IL e cl T: It 0 fi tMO. O OMD W h^ LL W (1°D, b aM0 C O X 1010 CO 40 (OO ii m m ° Y m n E fi 9 to N 1r[ � N he to N M 01 t0 C 3 w ! m 1100 1^0 m 0 `1$ -0 `1i� IL22-; a) 0 C�C, EE m V 93 O N I I In M O U Q tD W c' 004 N CO N 0 N M 001 N Q G O r m; wO �i 10 r10 ��qV CD'0 L jV �1y�- j _ 'r3 •BCD N. N V,# a,�D �V; Ni rm fy' 9O �N� t ",i YtS• �i'�` C�1 �4d' 3 Y '•A1 '1•+'p' x�.. � LLff T 1 1 I r O 0 2 L^ N 10 X I^ �D zt 1.07 9 L a rn M x J O CpNQ0 -`111, COIC41"lcol 10 O1 MmN V _ V VYY N (V i jl ✓\ \I cc K N N��mf� M (D 10 co NNMNN 1c) n ON m 0 O ' O 06 t.: M CL 0 2 L^ N 10 X I^ �D zt 1.07 9 L a rn M x J O CpNQ0 X 10 O1 MmN 11'1 N N (V i � n K N N��mf� M (D 10 co U 1c) n ON m 0 O ' O 06 t.: M CL Q OO1�NN M co o��m�m� LL Y m to co M cm N J m e O U. lclmavm C4 N V CDM�CO 1e V O F- J O N nDi(ouiv V n n M Y - - OCV W O a.CC4OpQ 1fj 0 LL Y oa/na0.0 C a r C; C4 M E � Y Y br qcl fl �e-77 tO N0 O LL Y N V W W N C O E fi r r; o r) v E N N Y — V CO 44 N IL e cl T: It 0 fi (d as LL C O Y m n E fi 9 Cj0 N � N he to N M 01 t0 C NCt CVrr CL IL22-; Q m V 93 W I I I I j 0 2 L^ N 10 X I^ �D zt 1.07 9 L a rn M x J a Y1O MLA Engineering JAP Aug 3, 2009 at 12:32 PM Current Mast Design.r3d I•o$ 1 3 3 1 2 1 3 Z 1 2 MLA Engineering JAP Aug 3, 2009 at 12:32 PM Current Mast Design.r3d I•o$ 1 q a, 1 2 h � 2 ,Solution: Envelope MLA`Engineenng JAP .�/ � \50- 1 3� �o 1 / -O� 1 Aug 3, 2009 at 12:34 PM Current Mast Design.r3d Company MLA Engineering Aug 3, 2009 Designer JAP 12:41 PM Job umber: Checked By: Basic Load Cases Load Combinations LRFID 3 wind vert NOW LRFD 4 wind vert X—Ir MT ry LRFID 6 wind hor ASID 5 Wind vert ASID 6 Wind hor ASID 7 wind vert Joint Coordinates and Temperatures RISA-3D Version 8.0.0 [Y:\...\ ... \Calculations\Current Mast Design.r3d] Page 1 T-, DH ---- ----- DL . -1 - I" - -1 - 1 11 1 -1. &V 3 Snow SL 15 i12- 11�1,14WLIVIIII 1� JONI I 5 Seismic EL 7 Wind Dow_ n I WL RRINOMI-6 E �—= lei, Load Combinations LRFID 3 wind vert NOW LRFD 4 wind vert X—Ir MT ry LRFID 6 wind hor ASID 5 Wind vert ASID 6 Wind hor ASID 7 wind vert Joint Coordinates and Temperatures RISA-3D Version 8.0.0 [Y:\...\ ... \Calculations\Current Mast Design.r3d] Page 1 I A LA / / /' . / Company MLA Engineering Aug 3, 2009 lesihner JAP 12:41 PM Job umber Checked By: Joint Coordinates and Temperatures (Continued) Hot Rolled Steel Desicin Parameters /.^~ n^~.~ ....", .�.°= .^--=, . ____ ^- . --- ^_ °- °-- - ------ 1 Ml Mast 26.8 D. Lateral fEA 14 -Mao ]gnmLiM.Q'_ftUa'r&rgfI 3 M3 Duiaq 27.097 ILateral Hot Rolled Steel Desicin Parameters /.^~ n^~.~ ....", .�.°= .^--=, . ____ ^- . --- ^_ °- °-- - ------ 1 Ml Mast 26.8 Lateral -Mao ]gnmLiM.Q'_ftUa'r&rgfI 3 M3 Duiaq 27.097 ILateral 5 M5 Mast 30.34 1 Lateral 7- M7 Mast 26.294 Lateral 9 M9 iao 30.677 Lateral V. 13 M13 Quiag 29.143 Lateral 15 M15 Diag 126.5861 Lateral Joint Loads and Enforced Displacements (BLC I : DO 1-;_6 I -&,-1 . """ ":--��- ..-_...-~...~ .--. .^ ..~ Joint Loads and Enforced Displacements (BLC 3: Snow) IRISA-31D Version 8.0.0 . [Y:V..k ... kCalculations\Current Mast Design.r3d] Page 2 H 11.1 RE Joint Loads and Enforced Displacements (BLC 3: Snow) IRISA-31D Version 8.0.0 . [Y:V..k ... kCalculations\Current Mast Design.r3d] Page 2 Company MLA Engineering -Aug 3, 2009 P2 Designer JAP 12:41 PM Job umber: Checked By: Joint Loads and Enforced Displacements (BLC 3: Snow) (Continued) W.1, 1 .1-1 1 n RA Joint Loads and Enforced Displacements (BLC 4: Wind) ln;nf I .h—I I n U —A% 11_*_An= A3 L X -2.2 7 B3 L x -7.4 3 y • , ?r.' ,�" T-2 PT A T JU x x X MM -41 -1.47 :,'I M r W f � Yn, 0052 9 D3 L x 3.5 93 V-SWUMM .49 WE r5lcl 7 A3 L Y 13.5 ME �IQ " V vmw! 1 5 ;LQ_w _110- �Y; E -I&I � T , 1191, UP, 13 C3 L Y -12.5 N1413MIXF2re,;_I FWWVIU�"R; M P" ,X;j �� V IV W4, S & gal M 15 E3 L Y -6.8 Joint Loads and Enforced Displacements (BLC 4: Wind) ln;nf I .h—I I n U —A% 11_*_An= Joint Loads and Enforced Displacements (BLC 7: Wind Down) Wnf I .1—I I n U A3 L X -2.2 .65 .49 36 r2IIqkIi% n Iv 3 C3 L x x X MM -41 -1.47 :,'I M r W f � Yn, 0052 5 E3 L x . -1.47 Joint Loads and Enforced Displacements (BLC 7: Wind Down) Wnf I .1—I I n U Hot Rolled Steel Properties I ahpl F rkqiI (I rkqiI Nil Tharm Al Fr. F1 r'%anajhAjejf#AAj vi_IArL­;1 1 A3 L z -4.1 .65 .49 36 r2IIqkIi% fir: 9 50M; 6 -0 Ift oRa 3 C3 0-3 ca t =L..Wu 7 L ,4Fg z 'M i, A'A -3.7 5jv;v_ Ain 5 E3 L z _V_� -2.5 93 1_1_11:5260P .49 WE r5lcl 7 B3 L x ME ��144 : �_WOM MI, KIM 1 5 A500 Gr.46 1 29000 9 D3 L x 2.8 M M A3 L Y 10.8 M-SWIRMIUMN A 13 C3 L Y -10 M I -a In% 15 E3 L Y -5.5 Hot Rolled Steel Properties I ahpl F rkqiI (I rkqiI Nil Tharm Al Fr. F1 r'%anajhAjejf#AAj vi_IArL­;1 1 A36 Gr.36 29000 11154 .3 .65 .49 36 M fir: 9 50M; 6 -0 Ift oRa TMO 'HeM AdMi'te"YAN M-.1 Nkl_�_"HkAvm � Y"WIT66, 3 A992 29000 11154 .3 .65 .49 50 B.42 QW&W2 '1r . 3M � S 1 5 A500 Gr.46 1 29000 11154 .3 .65 1 .49 46 Envelope Member Section Stresses Uamhar Q., Avi.irle.il 1 f' . Qh—f I f' � Qh-.,f I d" RISA-3D Version 8.0.0 [Y:\ ... \ ... \Calculations\Current Mast Design.r3d] Page 3 I k I �1 � M-1 R�' f W RISA-3D Version 8.0.0 [Y:\ ... \ ... \Calculations\Current Mast Design.r3d] Page 3 I k I �1 ` , � /_/� ' .~/ Company MLA Engineering Aug 3, 2009 Des ner JAP 12:41 PM Job ihumber Checked By: Envelope Member Section Stresses (Continued) RISA-3D Version 8.0.0 [Y:\ ... V..\Calculations\Current Mast Design.r3d] Page 4 imm 10, lil 33 2 max 11.995 5 .072 1 1 0 1 1 2.604 1 -1.674 11 0 1 0 Hm an TO RISA-3D Version 8.0.0 [Y:\ ... V..\Calculations\Current Mast Design.r3d] Page 4 Company MLA Engineering Aug 3, 2009 Designer JAP 12:41 PM Job umber : Checked By:_ Envelope Member Section Stresses (Continued) A-;-Ifl-;1 It' .. 06--A It, - 0I.-I I n ., ir-n-n i f% .. n-m-n 65 3 max 5767 5 0 1 0 1 2.611 1 --1.678 10 0 - 1 0 1 67 4 mmy max 5.763 5 M -.04 t�� 9 M 0 --�, 1 M 1.958 1 -1.259 10 0 1 0 1 69 5 max 5.76 5 -.08 9 0 1 0 1 0 1 0 1 0 1 A� i�w :V,�Lzwv i�; n 0 0! 71 M M8 1 MEE max -.365 9 M .143 1 &s'- 0 ft 1 M 0 1 0 1 1 0 1 ZJV�,,�.b**�,rls 0 1 i-1-1 73 V- i 2 max -.369 9 .072 1 0 1 5.712 1 -3.672 10 0 1 0 4 1 75 3 max ffiA%,2M9 1 -.374 9 0 1 T 0 TE642, 1 f� 7.617 1 4.896 10 0 1 0 j 1 77 4 max -.379 9 -.046 10 0 1 5.712 1 -3.672 10 0 1 0 1 79 5 max -.383 9 -.092 T-- ;114-0 10 0 . I 1 M 0 1 0 1 0 tt 1-16! 1 Mt. 0 1 AE 81 M9 1 max -3.742 11 .146 1 0 1 0 1 1 0 1 0 1 1 -0 1 1 -�241.1`841 �V ", ­0 n 4,1�i . A "A Q u, t0w, IF, 83 2 max -3.74 11 .073 1 0 5.81 1 -3.735 10 0 1 0 1 M IMER M lli 3 2 TPI: 11' 0 -,,, 11-1 -, 85 909 3 aff max iik -3.738 .12, 11 M 0 1 AEI 0 1 AR 7.747 a 1 k -4.98 10 0 1 0 1 87 4 max -3.736 Ili -.047 9 0 1 5.81 1 1 -3.735 110 0 1 1 0 El,"Niff- 12411517hg 03 M-2 89 5 max -3.735 11 -.094 9 0 1 0 1 0 1 0 1 0 ADM %*�c4qm M ffi 72 R MIL T 91 M10 1 1 max -3.313 11 .144 1 0 1 1 0 1 0 1 0 1 0 1 93 2 max -3.309 11 .072 1 0 1 5.752 1 -3.698 10 0 1 0 1 09 4 WyNw� oK 34--ow A,�, 0 AF' 3k 95 3 max -3.305 11 0 1 0 1 7.669 1 4.93 10 0 1 1 0 ME - �� 1062M T, 7- li-w w St" M A U N, Ak�- Qft k H 97 M 4WR 4 E max gff -3.302 AY 11 -.046 V6"P 9 0 1 1 -A P'l 5.752 �7-M60 8 1 1 -4 4) -3.698 2 - Ili '4M-Ad 0 1 .1- 0 Wr 1 1 Iffill 99 5 max -3.298 11 -.093 9 0 1 0 1 0 1 0 1 0 1-4 1 101 Mil 1 max -.62 9 .145 1 0 1 0 1 0 1 0 1 0 1 103 2 max -.623 9 .072 1 0 1 5.77 1 1 -3.709 Ili 0 1 0'. 1 vim 105 3 Imax -.627 9 0 1 0 1 7.694 1 4.946 ill 0 0 1 107 4 MEE max -.63 -104,11469 1 °ia 9 1 -.047 10 M 0 tu,, 1 „N 5.77 1 H -3.709 11 X 0 1 M 0 1 109 5 max -.633 9 -.093 10 0 1 1 0 1 1 0 1 0 1 0 1 NU,�,MRT Well WI NP-- 59 IT, 11:1,3ff,0,--,X1-,; VIE ill M12 1 max -3.037 11 .136 1 0 1 0 1 1 0 1 0 1 1 0 ITA 2 MOW M M M W2 MID & M ATION-41HONNI, z im 113 2 max -3.033 Ill .068 1 0 1 5.164 1 1 -3.32 11 0 1 0 1 ME M M �g jw A� AAA M M M 115 3 Imax i -3.029 11 0 1 0 1 6.885 11 -4.426 9 0 1 0 1 ffl� 117 4 max -3.024 11 -.044 10 0 1 5.164 1 -3.32 9 1 0 1 0 5 max -3.02 1111 -.088 10 0 1 0 1 0 1 0 1 0 1* 11211 M13 -1 1 max 191 VAA 1 0 11 1 0 0 1 0 R1.SA-3D Version 8.0.0 [Y:k ... \ ... \Calculations\Current Mast Design.r3d] Page 5 I ,.,5- Company MLA Engineering Aug 3, 2009 Designer JAP 12:41 PM Job umber : Checked By: I F- L I I I I Envelope Member Section Stresses (Continued) Uamh- Q., A.;�Ifl-1 I (` ., Qk-f 1 r • Ck-rf 1 r ., T-fl-1 I r ., 0^6M,.;l I fl - T--"-e I Envelope AISC 13th LRFD Steel Code Checks UamFnr -Qhn- (`Mn Ch I,-fffl It, Ch-r i^^rmn;rirnh;*on^r nk;*Dm# fill mh;*AA-, .&.;*IkA.. rnL ff.. 1 M1 HSSUM- .568 13.4 .7 .006 - 0 ,'ZO 11253.53j, 101 555.66 118.755 118.7551 .... H jal 123 2 max .133 9 .069 1 0 1 5.235 1 -3.366 9 0 1 0 1 13.549 KI 1 TIN I Plm� 1-1 4 006 0 1 1112.542 1 128.142 12.631 12.631 ••• H1 -1a 125 - 3 max .131 9 0 1 0 1 6.98 1 4.487 9 0 1 0 1 1 IN, SKI- -18-9 2 2 M 1118.755 M 1 ... M 1, n, �, t �, Lr-, 1! 0, - QW-NOW, AW41 1 ^82 W 127, 4 Imax .129 .9 -.044 110 0 1 1 5.235 1 -3.366 9 0 1 0 1 118.755 118.755 1 .... H1-1a tt WC « L Mbf 4, t3 291 N i 5 max .127 9 -.089 10 0 1 0 1 0 1 0 1 0 1 Am IIII-Ilemb 9M W7,4_1109, i Z OMM211 M 2i '* I 12,10 HE %1k9-6 M WSP MW 11 X 131 M. 114 1 max -2.526 11 .124 1 0 1 0 1 1 0 1 1 0 11 0 1 1 n� M f� 4 'b' jM 'A kfto, '�U M13 HSS4XO.313, 1 P- , , �, 'Et K- -A S �16 133 29.143 2 max -2.522 11. .062 1 0 1 4.284 1 -2.754 10 0 1 0 1 ITH N NP OEM 4M 3,17 mm, WA A rVa- ME % .368 13.293 5 .006 0 1 135 128.142 1 3 max -2.518 11 0 1 0 1 5.712 1 -3.672 10 0 1 0 1 IPA BM '2 31 29 1, 137 4 1 max 1 -2.514 11 -.04 10 0 11 4.284 1 1 -2.754 10, 0 1 0 Tell 7 .-1,. 4s 1 INY 39 5 max -2.509 111 -.08 10 0 1 0 1 0 1 0 1 0 1 9=0 A 141 M15 1 max 1.028 9 127 1 1 0 1 0 1 0 1 0 1 0 1 M E fry. * 14 2 2 5 B a M ff POWNTI,^11 r4 F, M 2L t�li �E in 143 2 Imax 1.027 9 .063 1 0 1 1 4.37 1 1 -2.809 11 0 1 0 1 1 0- FIA WW2 _ • J1 - IL k;' f 61111 145 3 max 1.027 9 0 1 0 1 5.827 1 -3.746 11 0 1 1 0. 1 147 4 max 1.026 9 -.041 1101 0 1 4.37 1. -2.809 11 0 1 0 1 =37-� ME zo I ift . 149, 1 5 Imax, 1.025 9 -.081 1101 0 1 0 1 0 1 1 0 1 0 1 ,Min 1211 n �A A r-.,z AA U4, MY F= Envelope AISC 13th LRFD Steel Code Checks UamFnr -Qhn- (`Mn Ch I,-fffl It, Ch-r i^^rmn;rirnh;*on^r nk;*Dm# fill mh;*AA-, .&.;*IkA.. rnL ff.. 1 M1 HSSUM- .568 13.4 .7 .006 - 0 1 11253.53j, 101 555.66 118.755 118.7551 .... H jal 1401!1665 ...... ...... '!A 3 A 3 M3 HSS4X0.313 .567 13.549 5 006 0 1 1112.542 1 128.142 12.631 12.631 ••• H1 -1a W UWE 5 A2 max 9.829 5 M5 HSS8.625X... .703 15.17 5 .006 0 1 11202.808 1 555.66 1118.755 118.755 1 ... H1 -1a QW-NOW, AW41 1 ^82 W 7 M7 HSS8.625X... .363 13.147 5 .005 0 1 261.069 555.66 118.755 118.755 1 .... H1-1a BE t3 t N i 9 M9 HSS4XO.313 .754 15.338 5 .006 0 1 9.786 128.142 12.631 12.631 1... H1-1a IIII-Ilemb 10% MAt i OMM211 , I '* I 12,10 --it 'A %1k9-6 d. WSP 11 M11 HSS4XO.313 .579 15.338 5 .006 0 .1. 9.787 128.1421 12.631,12.631 1 ... Ml-la I HAS-0 13 M13 HSS4XO.313, .497 14.571 5 .006 29.143 1 10.843 8.142 12.631 112.631 1 .... H1-1a Hgmn -I-$,JNrtM99q?AP3-1,2Q7 am M N I'm .128. 2, IM, 0 2,, 3 - 1 $ A rVa- M M 15 HSS4XO.3131 .368 13.293 5 .006 0 1 13.029 128.142 1 12.631 12.631 Envelope Joint Reactions I Inint v rLA 1 r, v fill It, 7 FIA It, A&V M 441 1 f, &AV rt, 441 1 I- I 1 Al max .472 9 .7 9 3.397 9 0 101 0 1 6 ...... ...... 3 A max 1.721 5 -2.142 11 132.499 5 0 1 0 1 0 1 W UWE 5 A2 max 9.829 5 -1.003 11 -8.347 11 0 1 0 1 0 1 RISA-3D Version 8.0.0 fY:k --- k --- kCalculations\Current Mast Desian-r3d1 Pnnp A .l6 , Company MLA Engineering Aug 3, 2009 Designer JAP 12:41 PM , Job Number: Checked By: Envelope Joint Reactions (Continued) ,�oifit X fkl LC Y fkl LC 2 [kJ LC MX A�1 I c: I�l�fk_ftl I r lug rk_kl i r' RISA -3D Version 8.0.0 [Y:V..l.. \Calculations \Current Mast Design.r3d) Page 7 1 � e �: 3.zJ.i',�' 3''1 ,'''fit 4"Y1Wdlti@ii":�Yi" "or���� • LS_• ' �� ' o���, Q '�'iti:' ' 'S'3 �1 i`,."A,° t. `429` a .5.-��. '� �� ` m��� @ • v @: • o�000e�oa ! 5 i@? "T�t ©__ ©�(1` • : EMT 0��j�(�'j��"O F'�_f -. {6 �j(�f•'C {..' MM�f). �u" tGi?. {p��y�j��/� Sf (3l�lJ:.:— ".'et�L_'1�•��l:,i�� -y.! .((m. ..`���p. .'�al�i�J�rv6LS�L::i:��-' 1 �rc;s'L.ZI jf�j',` +j�j�2.�jj0��ry0 �.�Sa � � �L'.c'�. @ '�c•3 L:::..! i�r-' [?ld� 1. � i��: ' ��� .+.tea � "�`�F.��••'l_4�u p�,�;:{���. .-YJ .¢.... �F•. �� S� ���� ° ° `' �..1.v�n.�.t��G W4� ' ' �G ���� @ ���? ��.YX O "...�^:I..::�C'.l.iL_tl a �� }::�/d�" Ra '� '�..''.' �4 llAEII - o - N M'' ' Tl - * -ff—Ul77jI .*1° F— ° r e xi'' a a`� P "� A ; .kiE iP.+;F'!S 0 :. •., �s '_ A ,tt3W' >f,* 1 _.. •...,i .'4 :t — 3'i =.�" E.': o' .:;i �e�r cLV j,a, o j IF ^} L Y�JJN; ,.' 1�EL LI fiYJ .w`r; =1 Y ' C'rZ6'Ti ` '�M U- RISA -3D Version 8.0.0 [Y:V..l.. \Calculations \Current Mast Design.r3d) Page 7 1 1 u 1 1 Company MLA Engineering Aug 3, 2009 Designer JAP 12:43 PM Job Number : Checked By: b �FF� -FcTi� ivs Envelope Joint Displacements -Ininl Y finl It, V finl It, 7 finl It' Y 1 r V D-6-6:-- 1 n n_._.:__ r ° n 1 A max 0 241 0 20 0 24 3.442e-4 16 8.312e 3 12 -2.507e-2 23 �� .mini s . �-2 � ` �0 : i�14�`Y '�..�20�'�1 � 9e`�3 �20� b3 •86e -�Y a�13� 8e -2 4K1 . J 3 A3 max .017 24 .809 20 .041 20 -1.767e-3 22 8.312e-3 12 -2.505e-2 23 �.. °..}<�. �x..mi 5 Al max 0 20 0 20 0 20 0 16 -4.081 a -3 23 - 2.418e -2 23 _ 'I' 7 - A2 n max 0 w 24 U' 0 in 20 ; `2u:`: 0 20 1 591 a -2 6l•366e2 16r 16 -3.317e-3 23 -2.248e-2 23 O 9 0 ' > 4,1 B '�tNr.ts.K; � n..U° max � 0 � ;r20�:O.Y 24 30 0 4N 20 i •.-*7 ` 0 f °Y'. -2 . 24 i 93 -4.851 a -3 -22 C 9 y,� 3 `,3,1'•�`w 2.101 a -2 ' "821# y'-'x '1 12 - 7.495e -2 23 � W 8 ' X23 • _ 11 B1 max 1 0 20 0 20 0 20 0 23 - 1.496e -2 23 - 7.048e -2 23 a 2' so ON 2 Ur N ' , - 961, 13 B2 max 0 24 0 20 0 20 4.055e -2 16 - 5.982e -3 23 - 6.823e -2 23 NE _ O 3.815e -3 1 20 1.624e -2 M 20 - 1.069e -1 15 C max 0 20 0 22 0 122 20 17 Cl max 0 24 0 24 0 20 0 20 - 8.461e -3 24 1.018e -1 20 w 0<. 2 " S, E22 5 -2 w - e 2 X24 19 C2 max 0 20 0 22 0 20 3.005e -2 20 -7.291 a -3 24 9.761 a -2 20 QUA M U a tj , . ; .: 2 M Al 83e- WON 7e 2 I 21 D max 0 20 0 22 0 22 -1.505e-3 23 2.003e -2 20 1.36e -I 20 AM M; w Vol M - AN w WAR z a AM �� 23 D1 max 0 24 0 24 0 20 0 24 - 1.28e -2 24 1.28e -1 20 - 25 w D2 irs%0 max ' 0 D 20 , 0' 0 22 ` 0 X24 °02' 20 3.623e -2 20 -2. 7 ,e_2 - 6.193e -3 '72` °2 e� ° X24 24 1.246e -1 20 r2 e�2{b3'fi5.`2fr24g 27 E max 1 0 20 1 0 22 0 22 - 7.05e -3 24 2.577e -2 120 1.95e -1 20 X28 �, n. r, ' : 22 + e' MR 4�;ez2 - ' `"' 1�22'� 4 ?, .4I �1 I2401 29 E1 max 0 24 0 24 0 20 0 20 - 2.023e -2 24 1.825e -1 20 M 'iM- . z M 0 0 .. t�2 F � X2''4° a �a . 31 E2 max 0 20 0 22 0 20 4.67e -2 20 - 4.73e -3 24 1..802e -1 20 33 B3 , , rn max V -.103 2�� 24 , 1.085 .�: ; � 20 � •• � .062 •2 _ 20 33e -3 22 2.101 a -2 12 7.477e -2 23 35 C3 max .052 20 -.17 24 .048 j-2 20 03e -4 23 1.624e -2 20 1.068e -1 20 21: �' 2 s2 - 2r ' • ":.2 37 D3 max 217 20 -.138 24 .039 20 - 3.976e -3 23 2.003e -2 20 1.358e -1 20 i 2 .2. 7. - 8.926e -3 -2 24 „ r2 2.577e -2 , - 39 E3 max .232 20 -.096 24 .026 20 20 1.948e -1 20 w Y s >~._ "N X22 1,9955343 .2 : 22 1 , � 6e: X24`" RISA -3D Version 8.0.0 [Y:\ ... \ ... \Calculations \Current Mast Design.r3d] Page 8 MLA Engineering, plic (206) 264 -2727 G� ► WL M bR� � E Como PL- I.0S , .JOB how LAKr /aT SHEET NO. �O OF CALCULATED BY , / T DATE CHECKED BY DATE SCALE • P 20,06 K -w 5- - -1 y �►E�O. lir GtAO>s�sb) .. 535K 53•s U I I ZL F 1 L LE-r �5 P14 7 74k K P = 16 b`.7 K W r Z FILLET = 7,`I K/N /L F111 �Y �SILcFr_Q,Gp-r axZ� = ii.y rN 12105; �P We 10 2n r 0I y b d a (6° 70 = 2't .K��N Ib k'� KA^'� ' -7 77. 6 ' L� 10 w ��o JOB �- SHEET NO. OF MLA Engineering, plic S (206) 264 -2727 CALCULATED — DATE CHECKED BY DATE SCALE • Mp,s-r 6 A F P, )('ox �A j3,'IK ?':-77,W< V'4: Ib.1 ILA k /,(I IT = 4Y r8,bis = 77 w LA ov All As r,4uAiI �'ZX 3x Z7 ►v = �•y� 7 �ylk� fj e�Y x �6 y- -'7 M x�k) p �S� IZ _I�x L -- 1•' -3.s Z7.3 W7.7- �OLTS E 47T-A -6, rze rT- P,4.�16� ° a5,N aZ,4 7 6�1X c Py. 5k �� i SCUT & "a PL sL _• 6 - 2. -26;3 (s� /�"T� ►� i F,ss�1 GR 36 $sins K M Mast Base Bearing Pressure Maximum Bearing 3.891 ksi Max/Allowable Ratio .954 3 (ABIF = 1.000) 3.891 a (ksi) 0. Base Plate Stress 16 in Maximum Stress 8.6 ksi Max/Allowable Ratio .177 3 Plain Base Plate Connection (ASIF = 1.000) Base Plate Thickness : 1. in Base Plate Fy : 36. ksi 8.6 Bearing Surface Fp : 4.08 ksi (ksi) Anchor Bolt Diameter :.75 in -`-t .04 Anchor Bolt Material : A307 Anchor Bolt Fu : 36. ksi Column Shape : HSS8.625X.375 Design Code : AISC LRFD 13th Pullout Code : ACI 2005 Anchor Bolts Bolt X (in) Z (in) Tens.(k) Vx (k) Vz (k) Fnt (ksi) ft (ksi) Fnv (ksi) fv (ksi) Unity Combination Loads DL VV OL1 P W Vx (kl V7 fkl Mx (k -ftl M7 (k -ftl Ravorco 27.3 1.8 1 1 No 47.2 3.1 -6.8 Yes 59.1 3.9 -8.5 No X Diag Base Bearing Pressure Maximum Bearing 3.872 ksi Max/Allowable Ratio .949 3 (ABIF = 1.000) 3.872 a (ksi) 0. 14 in -4.5 Plain Base Plate Connection Base Plate Thickness : 1.25 in Base Plate Fy : 36. ksi Bearing Surface Fp : 4.08 ksi Anchor Bolt Diameter :.75 in Anchor Bolt Material : A307 Anchor Bolt Fu : 36. ksi Column Shape : HSS3.5X0.25 Design Code : AISC LRFD 13th Pullout Code : ACI 2005 Anchor Bolts N.A. Bolt X (in) 7 (inl Tens /k) Vr (kl V7 11 - Base Plate Stress Maximum Stress 33.684 ksi Max/Allowable Ratio .693 3 (ASIF = 1.000) 33.684 (ksi) .553 a A Fnt /kcil ft (kcil Fnv (kcil fv /kcil 1 Inifv 1 -4.5 -4.5 6.693 -1.769 .636 N.A. N.A. N.A. N.A. N.A. 3 3 2 4.5 4.5 6.693 -1.769 .636 N.A. N.A. N.A. N.A. N.A. 3 3 3 -4.5 4.5 6.693 -1.769 .636 N.A. N.A. N.A. N.A. N.A. 3 3 4 4.5 -4.5 6.693 -1.769 .636 N.A. N.A. N.A. N.A. N.A. 3 3 5 4.5 0. 113.684 -1.769 .636 N.A. N.A. N.A. N.A. N.A. 3 3 6 -4.5 0. 13.684 -1.769 1 .636 N.A. N.A. N.A. N.A. N.A. 3 3 -7 0. 4.5 13.501 -1.769 .636 N.A. N.A. N.A. N.A. N.A. 3 3 8 0. -4.5 13.501 -1.769 .636 N.A. N.A. N.A. N.A. N.A. 3 3 9 -7. -7. 0. -.28 .09 N.A. N.A. N.A. N.A. N.A. 7 7 Loads DL WL OL1 P (k) VY (kl V7 (kl Mx lk -ftl M7 (k -ftl Rcvorc= -13. 2.8 -.9 No -21. 4.5 -1.6 1 Yes T -26.3 5.6 -2.1 No 1.2/ MLA Engineering, plic (206) 264 -2727 y- Al A e� k JOB ■ SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE 1 1 1 1 r 1 1.23 IBC LRFD Method Bolt Groups MLA Engineering, pllc Tension e'N = 0.60b.in Project Bow; take Art mt Ns = 265,771 lb Shear Wec,N = 1.000 D.5.24 (D-9) Proj No. 2009102 Npn = 485,354 lb D.5.3.1 (D-14) Wed,N = 1.000 0.5.2.5 (D-10 b 11) Descript .Diid`6ase Anchors, 4.: Shear 485,354 lb 0.5.4.1(0.17) WC,N = 1.25 D.5.2.6 assumes Date: 2 -25-09 Nsbg = 485,354 lb D.5.4.2 (D-18) Ot Nsbg = no aaddng for cost-in ancAors Design an Anchor Bolt in Concrete following ACI 318-05 Appendix D Strength Design Procedures (IBC approved) 0.75 D.4.4 APPLIED LOADS Wcp,N = 1.00 0.5.2.7Rucest4hanchors Steel Strength in Shear This spreadsheet is for cast -in anchor bolt groups. Factored Tensile Force Nu = 64;000 lb 1.4 D.5.3.6 assumes no cracking This spreadsheet assumes F1554 rod material. Factored Shear Force Vu = 13,41)0 Ib e'v = 0.000 in Avc = 5;328.0 inA2 Wec,V = MATERIAL PROPERTIES F1554 Anchor Rod BOLT PROPERTIES 10,368.0 inA2 D.6.1.2 (D-23) Wed,V = Concrete Strength Pc = 4,000 psi Bolt Diameter db = 1:000 inch Wc,V = yield strength of anchor fy = 36 ksi Number of Anchors n = 9 Wc,V used = tensile strength of anchor fut = 65 ksi Ardor Area Ab = 0.7854 inA2 reinforcment condition = A D.4.4 effective anchor area Asa = 0.6057 inA2 Cracked concrete? = uncracked bolt head bearing area Abrg = 1.2038 inA2 rows = 3 colums = 3 INSTALLATION GEOMETRY row spacing sl = 7:500 inch Embedment Length L = 12:000 inch column spacing s2 = 7;500 inch thidmess H = - 48:00; inch s min = 7.500 inch cal = 48 l>OQ; inch C82 = 40.000: inch v See Figure RD.5.2.1(a) in ACI 318, page 391. Input -T if there is no edge in the ca3 = 48.000 inch considered direction, ca4 = 4$ * inch c max = 48.000 inch c min = 48.000 inch G� effective anchor depth hef = 12.000 inch O O cao breakout strength in tension Nb = 42,065 lb D.5.2.2 (D-7, D-8) S r pull out strength of anchor in tension Np = 38,520 Ib D.5.3.4 (D-15) N cons breakout strength in shear Vb = 223,156 lb D.5.6.2 (D-22) O O Steel Strength in Tension NS = 354,361 lb D.5.1.2 (D-3) Anc = 2,601.0 inA2 D.5.1.2 (DS) cr y Anco = 1,296.0 inA2 D.5.1.2 (D-6) Concrete Breakout Strength in Tension Ncbg = 105,528 lb D.5.2.1 (D-5) Steel Element Allowables Tension e'N = 0.60b.in mt Ns = 265,771 lb Shear Wec,N = 1.000 D.5.24 (D-9) Pullout Strength of Anchor in Tension Npn = 485,354 lb D.5.3.1 (D-14) Wed,N = 1.000 0.5.2.5 (D-10 b 11) Concrete Blowout Strength in Tension Nsb = 485,354 lb 0.5.4.1(0.17) WC,N = 1.25 D.5.2.6 assumes Concrete Blowout Strength in Tension Nsbg = 485,354 lb D.5.4.2 (D-18) Ot Nsbg = no aaddng for cost-in ancAors Shear ms = 0.75 D.4.4 Wcp,N = 1.00 0.5.2.7Rucest4hanchors Steel Strength in Shear Vsa = 212,617 lb D.6.1.2 (D-20) Wc,P = 1.4 D.5.3.6 assumes no cracking no trout pad per D.6.1.3. e'v = 0.000 in Avc = 5;328.0 inA2 Wec,V = 1.000 D.6.25 Avco = 10,368.0 inA2 D.6.1.2 (D-23) Wed,V = 0.900 D.6.2.6 Concrete Breakoul Strength in Shear Vcbg = 144,493 lb D.62 1(D -22) Wc,V = 1.2 D.6.2.7 suppl. Rein /. Wc,V used = 1.4 Concrete Pryout Strength in Shear Vcpg = 211,056 lb D.6.3.1 (D-30) Steel Element Allowables Tension Ot = 0.75 D.4.4 mt Ns = 265,771 lb Shear Os = 0.65 D.4.4 Os Vs — 138,201 lb Concrete Element Allowables Tension Ot = 0.75 D.4.4 Ot Ncbg = 79,146 lb Ot Npn = 339,748 lb Ot Nsbg = 364,015 lb Shear ms = 0.75 D.4.4 Os Vcbg = 108,370 lb Os Vcpg = 147,739 lb INTERACTION CHECKS Is Vu — 0.24)Vn? Tension Controls Condition m Nn = 79,146 lb Tension Check I = 0.81 ACI 318 D.7.1 Combined Forces Check 1 = 0.93 < 1.2 OK ACI 318 D. 7.1 (D-31) Anchorage Design IBC ACI 318 -05 Tensile Capacity m Nn = 79,146 lb Stoat Capacity Wn = 108,370 lb Is Nu — 0.2mNn? Use Combined Interaction m Nn = n/a lb = 0.12 ACI 318 D.7.2 Jos Rh w SU PPa►l-T SHEET NO. OF MLA Engineering, pllc -S A-P CALCULATED BY DATE (206) 264 -2727 INnl IY1�1 CHECKED BY DATE SCALE P) E P "6Dp rT LP-N &-tik III,SK % iivs / _ ►7,76. say ,�, tl� : _5S,7SK 5s;7s O L. _ fi- WL (7 SL f 413 SP mAL � /' ' ~ 5 �T Description: 7-0^0aPile Analysis Code Ref: 2006 IBC, ACI 318-05 Bar Size X y Bar Size X y fc: Concrete 28 day strength 4.0 ksi Overall Column Height 10.0 ft E = 3,605.0 ksi End Fixity Top Free, Bottom Fixed Density 145.0 pcf ACI Code Year ACI 318-05 Column self weight included: 4,55531Um° Dead Load Factor 0 0.850 Brace oDndifion for deflection (buckling) along oolumns Fy - Main Rebar 60.0 ksi X-X (width) axis: Fully braced against buckling along X-X Axis —CEQ0WWQ 19A E - Main Rebar 29,000.0 ksi Y-Y (depth) axis :Fully braced against buckling along Y-Y Axis Maximum SERVICE Load Reactions.. Allow'. Reinforcing Limits AS TM A615 Bars Used Min. Reinf. 1.0% Type of Stirrups used: Spirals Location ofmax.ubovobase 0.0 ft Top along X-X O.Ok Bottom along X-X D.Ok Fy - Stirrups 60.0 ksi Maximum SERVICE Load Deflections ... Pu 177.826 k AkmgY-Y O.Oin at O-Oft above base (p^pn 1.128.02k Load Combination 2006 IBC & ASCE 7-05 Mu« O.Dk-# �T Circular Column Note: Bar distances are from column center. Bar Size X Y Bar Size X y Bar Size X y Bar Size X y Entered loads factored per load combinations specified by user. Column self weight included: 4,55531Um° Dead Load Factor AXIAL LOADS ... Axiuboadat108ft,D=%7.5O S=G3.2lVV=48]0k —CEQ0WWQ 19A Maximum Stress Ratio 0.15764 : 1 Maximum SERVICE Load Reactions.. Load Combination +1.20O+0.50L+1.60S+O.8OVV Top along Y-Y O-Ok Bottom along Y-Y ODk Location ofmax.ubovobase 0.0 ft Top along X-X O.Ok Bottom along X-X D.Ok /#'muxmum location values are ... Maximum SERVICE Load Deflections ... Pu 177.826 k AkmgY-Y O.Oin at O-Oft above base (p^pn 1.128.02k for load combination : Mu« O.Dk-# AkonUX-X D.Oin at O-Oh above base V* Mn-x: D.Ok-ft for load combination : M^-y O-Ok-0 General Section Information ...� = O.70 N = 059 0.850 (p^MnY: O-D� �M �����hr�og 1.3970 % Rebo Column Capacities ... Reinforcing Area 6.320 in" 2 Pnmux : Nominal Max. Compressive Axial Capacity 1.895.84 k Concrete Area 452.389 in 2 Pnmin:Nmnioal Min. Tension Axial Capacity -379.20 k (pfh. max: Usable Compressive Axial Capacity 1.128.02k �pPn. min: Usable Tension Axial Capacity -265-440 k ' �;Qql CROW � �/*vu o/m oo.tsu 1.1uou,1 o.Uow o/m x.26 ' Printed: 30 JUL 2009 Desciiption: 7-0' DtA Pile Analysis a[' i -M M5 Y p. "Tv ` - --- -I- !.ZUU* 1.0VLF*V.DUL+UAJUVV LIM 16.,ji 1,1Ztl.UZ U.Ubv U.UU +1.20D40.50L+1.60S 0.00 137.99 1,128.02 0.122 0.00 +1.20D+0.50L+1.60S-f0.80W 0.00 177.83 1,128.02 0.158 0.00 +1.20D-450Lr40.50L+1.60W 0.00 118.15 1,128.02 0.105 0.00 +1.20D+0.50L+0.50S+1.60W 0.00 149.25 1,128.02 0.132 0.00 +1.20D-+0.50L+0.20S+E 0.00 50.91 1,128.02 0.045 0.00 +0.90D+1.60W+1.60H 0.00 108.53 1,128.02 0.096 0.00 :­01 'R a u zy D Only 0.0000 in Note: Only non -zero reactions are listed. 0.000 in 0.000 It Reaction a" X-X Axis 0.0000 in Reaction a" Y-Y Axis Load Combination 0.000 ft @ Base @ Top 0.000 It @ Base @ TOP S Only W Only D+L+S D +L +W +S/2 D +L:+S +W/2 D +L +S +E/1.4 I�ffi Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance D Only 0.0000 in 0.000 ft 0.000 in 0.000 It S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft W Only 0.0000 in 0.000 It 0.000 in 0.000 It D + L + S 0.0000 in 0.000 It 0.000 in 0.000 It D + L + W ' +S12 0.0000 in 0.000 ft 0.000 in 0.000 It D + L + S + W/2 0.0000 in 0.000 It 0.000 in 0.000 ft D +. L + S + E/1.4 0.0000 1:1 0.000 ft 0.000 in 0.000 It Sketches,, 139,50k C) O II WA Pntprp.ri vnhp. Arrnw.-, rin not rpflprt nh.-,nhjtp L-M King County Road Services Division Materials Laboratory Department of Transportation RSD -TR -0100 155 Monroe Avenue Northeast, Building D Renton, WA 98056 -4199 www.metrokc.gov/roads August 16, 2013 Attention: KPFF Construction Management Team Subject: Summary of Special Inspections Building Permit D09 -166 Bow Lake Recycling and Transfer Station Art Work Construction The King County Materials Laboratory (KCML) respectfully submits this summary letter of special inspections and materials testing for the referenced building permit. KCML performed special inspections for reinforced concrete as required by Chapter 17 of the International Building Code, the City of Tukwila Building Permits and the Project Plans and Specifications. The results of our inspections were previously submitted in Daily Inspection Reports dated 6 -28 -13 through 7 -26 -2013, and corresponding Concrete Field Test Reports and Concrete Compression Test Reports. In our opinion, reinforced concrete construction was performed in general conformance with the approved project plans, specifications and changes authorized by the Engineer. If you have any questions or require further clarification, please contact our office (206) 296 -7709. Respectfull submitted, Timothy R. Hyden WABO Special Inspector SI 01070 Attachment: Special Inspection Tracking Log Final Summary Permit D09 -166 A e) (4�� Alan D. Corwin, P.E. WABO Technical Director s C O R � w O a Q w i- O C403 e 0 � g� ° g8 V 4 Y I to �i 10 r I�o Z vi if Ea 2 ZC u3 'o IL v 2 a O CL S. m _r E a Cl) O C O «. c W m C 7Z2 2 S. m 0 MO5 a O CD CD Q a NI a m ro c E m O o 9 c O Z O Z t m 0: of �O aD ONi n E Y Y Y Y Y Z Q 3 c � t Q E t O L o L Q m E A ch ch C-6 cb cb Y Y Y Y Y W L ' L m O 5 p CL a e o m a CL d C5 6 S g a 0 y d ,n a � C ,Q m m Y c g CL pj c Q C m .� O a tL i Z L L y m 0 S Ul E E cr t US $ M $ $ eo m o o m m CL a •a g `5 0 e M M M M ^ M M M a z 0: S. m _r E a Cl) O C O «. c W m C 7Z2 2 S. m 0 MO5 a O CD CD Q a NI July 17, 2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Tom Creegan King County 201 S Jackson St, Ste 701 Seattle, WA 98104 RE: Request for Extension #5 Development Permit Number D09 -166 Bow Lake Artwork Support —18800 Orillia Rd S Mr. Creegan, This letter is in response to your written request for an extension to Permit Number D09 -166. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the permit an additional 180 days, through February 27, 2014. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, J File: Permit No. D09 -166 WAPermit CenteAExtension LettersVermits\2009009 -166 Permit Extension #5.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 9 Phone 206 - 431 -3670 • Fax 206 - 431 -3665 Bill Rambo From: Creegan, Tom <Tom.Creegan @kingcounty.gov> Sent: Tuesday, July 16, 2013 9:35 AM To: Bill Rambo Cc: Jennifer Marshall; 'CK Humphreys'; Gaspay, Francisco; Ken Cobley; Pham, Tien Subject: D09 -166 Attachments: 20130716091824148.pdf Hi Bill, We are requesting that this Bow Lake building permit be extended to allow for completion of construction Thanks Tom J', 74� tOe0jaT O MVOf:TUKMLA QUL 16 2013 004 MIT CENTER City of Tukwila Jim Iloggerton, Mayor • Department of Communitp Development Jack; Pace. Director 07 -01 -2013 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. D09 -166 BOW LAKE - ARTWORK SUPPORT 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 08/31/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 08/31/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D09 -166 6300 Southcer7ter Boulevc rcl, Suite 4100 • Tukwila, [Vashington 98188 • Phone 206 -431 -3670 • Far 206431 -3665 City of Tukwila Jim Haggerton, Mayor • Department Of Community Development Jack Pace, Director March 6, 2013 CK Humphreys KPFF Consulting Engineers 101 Stewart St, Ste 400 Seattle, WA 98101 RE: Request for Extensions Electrical Permit Number EL09- xt #3) Development Permit Numb D09 -166 xt #4) Bow Lake Scale House —18800 Orillia Rd S Mr. Humphreys, This letter is in response to your written request for an extension to Permit Numbers EL09 -0499 and D09- 166. 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 the permit an additional 18C days. The updated expiration dates are as follows: EL09 -0499 extended through September 23, 2013 D09 -166 extended through August 31, 2013 The other pen-nits referenced in your email addressed to Bill Rambo were not eligible for extensions at this time. As always, a notice will be mailed to the contact person a full month in advance of permit expiration. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely j Je i r M rshall e it ician File: Permit No. EL09 -0499 & D09 -166 W.-Wermit CenterlExtension Letters Permits 120091D06 -166 Permit Extension #3.doc.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 Bill Rambo From: CK Humphreys <chumphreys @kpffspd.com> Sent: Friday, March 01, 2013 12:51 PM To: Bill Rambo Cc: Tom Creegan; Ken Cobley Subject: Re: Bow Lake Permits Mr. Rambo, am writing to request that all of the following permits be extended as needed, so that they are not allowed to expire. 1. D09 -162 - 06 -05 -13 2. D09 -164 - 03 =Ud�'3 C3: =D09 -166 - 03 =04 =13 UVl 13V 6. EL09 -0498 - 07 -08 -13 - 7. -E109 0499:= 03- 27 -130- 8. EL09 -0500 - 04 -29 -13 9. L08 -036 - Land Use Permit RECEIVED CITY OF TUKWILA Thanks, MAR 0 1 2013 CK '`''`r PERMIT CENTER 3�5�20/3 Dear Mr Humpreys, Here are the updated status and /or expiration dates to your permits as of December 14, 2012. You should receive a hard copy letter via mail. Sincerely, Bill Rambo From: CK Humphreys [mailto:chumphreysC 'O kpffspd.com1 Sent: Friday, December 07, 2012 8:54 AM 1 02 -01 -2013 TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. D09 -166 BOW LAKE - ARTWORK SUPPORT 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 03/04/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 03/04/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, --Rj_ Bill Rambo Permit Technician File: Permit File No. D09 -166 '6300 Sottthcenfer Boulevard, Suite #I Q0 Tukwila Waslimgton:'A8188:• Phone z06 :4'3'1 3670 Fax 20431 3665 08 -01 -2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. D09 -166 BOW LAKE - ARTWORK SUPPORT 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 pennit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/05/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/05/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, enni er Marsh 11 nm Te trtic File: Permit File No. D09 -166 6300 Southcenter Boulevard, Suite #100- Tukwila, Washington 98188- Phone 206-431-3670* Fax 206 -431 -3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 27, 2012 CK Humphreys KPFF Consulting Engineers Special Projects Division (SPD) 101 Stewart Street, Ste 400 Seattle, WA 98101 RE: Request for Extensions: D09 -162, D09 -164, D09 -166, D09 -167 Bow Lake Transfer Station —18800 Orillia Rd S Mr. Humphreys, This letter is in response to your written request for permit extensions. The Building Official has reviewed your letter and considered your request to extend the Bow Lake Transfer Station Project Permits. This letter addresses the following Permit Numbers: D09 -162, D09 -164, D09 -166, and D09 -167 as they are the current permits due for expiration/extension. The City of Tukwila Building Division will be extending each of the above permits an additional 180 days from the date of their expiration. As a result permit numbers D09 -164, D09 -166, and D09 -167 are extended through September 5, 2012 and permit number D09 -162 is extended through September 17, 2012. Let it be noted that permit extensions are the responsibility of the permit holder. If inspections are not conducted and the expiration date is nearing, you will again receive reminder letters in the mail for each of the permits. If these notifications are not responded or an inspection is not conducted, the permits will expire and new application/permits will be required to continue the work. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, t ; JJiei f�r c shall t i cian cc: Tom Creegan File: D09 -162, D09 -164, D09 -166, D09 -167 WAPennrt Center\Extension L.etters\Penmts\200Mow Lake Pennit Extension 2012- 02- 27.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax. 206 - 431 -3665 e , I UKWIIa rermits rage 1 o Re: Bow Lake Tukwila Permits CK Humphreys [chumphreys @kpffspd.com] Sent: Friday, February 24, 2012 10:18 AM To: Bill Rambo Cc: Tom Creegan [tom.creegan @kingcounty.gov]; Ken Cobley [kcobley @kpffspd.com] Mr. Rambo, I am writing to request that the following permits be extended as needed to ensure that none of them expire. 1. D09 -161 06 -02 -12 2. D09 -162 03 -21 -12 3. D09 -164 03 -09 -12 4. D09 -165 07 -06 -12 5. D09 -166 03 -09 -12 6: D09 -167 03 -09 -12 7. D11 -011 07 -23 -12 8. D11 -012 07 -23 -12 9. D11 -013 07 -23 -12 10. EL09 -0497 06 -02 -12 11. EL09 -0498 04 -02 -12 12. EL09 -0499 04 -02 -12 13. EL09 -0500 04 -02 -12 14. M09 -103 05-13 -12 15. PG09 -095 04 -28 -12 16. PG09 -097 07 -06 -12 w-- U1 7`512 I understand that you may not choose to extend them all at this time, and I will leave that to your discretion, with the understanding that none of them should expire. Please rep with confirmation. Thank you, CK Humphreys CK Humphreys I Associate 1 KPFF Consulting Engineers Special Projects Division (SPD) 101 Stewart St, Ste 400 Seattle, Washington 98101 M: (206) 226 -8740 chumphreys @kpffspd.com ` �KJ From: 'Bill Rambo" <Bill.Rambo @TukwilaWA.gov> To: "CK Humphreys" <chumphreys @kpffspd.com> Cc: "Brenda Holt" <Brenda.Holt @TukwilaWA.gov >, "Bob Benedicto" <Bob. Benedicto @TukwilaWA.gov> Sent: Wednesday, December 14, 2011 9:57:27 AM Subject: RE: Bow Lake Tukwila Permits Dear Mr. Humphreys, CMDF TUKIMLA FFB 2.3 2012.1 PERMrrCEWER https: Hwebmail.tukwilawa.gov /owa/ ?ae= Item& t= IPM.Note &id= RgAAAACLODHcxUig... 02/24/2012 City of Tukwila Department of Community Development TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. D09 -166 BOW LAKE - ARTWORK SUPPORT 18800 ORILLIA RD S TUKW Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 03/09/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 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 03/09/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, oJen ifer Marshall e it Technician File: Permit File No. D09 -166 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 Jennifer Marshall From: Bob Benedicto Sent: Tuesday, September 27, 201110:08 AM To: Jennifer Marshall Subject: Bow Lake Transfer Station permits Due to a change in circumstances, Please un- expire the following permits and extend for 180 days. D09 -164 Scale house D09 -166 Art Work support D09 -167 Demo of existing transfer station The following permits remain expired And will need new applications: PG09 -096 Scale house M09 -104 Scale house M09 -IOS Recycling shed. 4 h rV� rrqc�� lL' c� City of Tukwila Department of Community Development September 19, 2011 Tom Creegan King County 201 S Jackson Street, Ste 701 Seattle, WA 98104 RE: Bow Lake Transfer Station —18800 Orillia Rd S Dear Mr. Creegan, Jim Haggerton, Mayor Jack Pace, Director I regret to inform you that due to the lack of response regarding the permit expiration notice letters mailed on August 1, 2011 the following permits have expired: D09 -164 — Scale House M09 -104 — Scale House D09 -166 — Artwork M09 -165 — Recycling Building D09 -167 — Demolition PG09 -096 — Scale House As stated on the notice letter if a permit expires and the applicant wishes to proceed with the work a new permit application, plans, specifications, and associated fees must be submitted. Per City of Tukwila Ordinance 2295 if the permit is reapplied for within a year of the expiration date (which was September 12, 2011 for each of these) the fee shall be one -half the amount required for a new permit, excluding the plan review fee. Renewals after one year of expiration will require full plan review as well as full permit fees. If the work previously permitted under these permits is still going to be pursued, you must submit an application form as well as two sets of clean (meaning no stamps or redlines) plans for each permit. After a cursory review by the Building Department to verify no changes have been made to the plans which would require a full plan review, you will be notified that the permits are ready to go as well as the balance that will need to be paid prior to issuance. If you have any questions, you can contact me at the Permit Center at (206) 431 -3670. WAPermit Center\Extension Letters\Bow Lake Expired Permits.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 08 -01 -2011 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. D09 -166 18800 ORILLIA RD S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/12/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. ilia 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 09/12/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D09 -166 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 0 0 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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, File: D09 -162, D09 -164, D09 -166, D09 -167, M09 -103, M09 -105, PG09 -095 and PG09 -096 WAPermit Center\Extension Letters\Permits\20091Bow Lake Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 'g 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: R cowg 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! Dermits will expire on March 16, 2011: Permit No. D09 -162 Permit No. D09 -166 Permit No. PG09 -095 Permit No. M09 -103 Permit No. D09 -164 Permit No. D09 -167 Permit No.,PG09 -096 Permit No. M09 -104 RA o1�iy�i! Permit No. M09 -105 Construction of the project is ongoing and will continue until the end of 2013: none of th C permits are either abandoned or complete.. These permits and others kD09 -1611 09 -163 D09- 165, PG09 -097, EL09 -0497, EL09 -0498, EL09 -0499, and EL09 -0500) for the Site acilities 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. tv 4,e 4?�7 Bill Rambo . • March 3, 2011 Page 2 Thank you for your assistance in this matter. Please contact me at 206 - 263 -6476 if you have any questions. Sincerely, Tom Creegan Project Manager TCJb 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 k 0 0 City ®f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. D09 -166 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, Bill Rambo Permit Technician File: Permit File No. D09 -166 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 0 0 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 5, 2010 Tom Creegan King County Solid Waste Division 201 S Jackson St, Ste 701 Seattle, WA 98104 -3855 RE: Request for Application Extensions #2 Bow Lake Transfer Station —18800 Orillia Rd S Dear Mr. Creegan, This letter is in response to your written request for an extension to the following Permit Application Numbers: D09 -161 D09 -166 EL09 -0499 M09 -105 D09 -162 D09 -167 EL09 -0500 PG09 -095 D09 -164 EL09 -0497 M09 -103 PG09 -096 D09 -165 EL09 -0498 M09 -104 PG09 -097 The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit applications expiration date an additional 90 days, through November 08, 2010. Please note that D09 -163 has not been extended due to the fact that this permit application was cancelled on May 05, 2010 per your request. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, J t Technician W:\Petmit Center\Extension Letters\Applications\2009\Bow Lake Application Extension 42.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Liz � 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 is If C,. eiti9 4y Tukwila, WA 98188 Dear Mr. Rambo: > /0 The The purpose of this letter is to request extensions for permit applications for the Bow Lake Recycling and Transfer Station — Site Facilities project. The King County Solid Waste Division is nearing completion of the process of procuring a contractor for this work. The permit applications are as follows: Permit Application No. D09 -161 Permit Application No. D09 -165 Permit Application No. D09 -167 Permit Application No. EL09 -0498 .Permit Application No. EL09 -0500 Permit Application No. PG09 -096 Permit Application No. M09 -103 Permit Application No. M09 -105 Permit Application No. D09 -162 Permit Application No. D09 -164 Permit Application No. D09 -166 Permit Application No. EL09 -0497 Permit Application No. EL09 -0499 Permit Application No. PG09 -095 Permit Application No. PG09 -097 Permit Application No. M09 -104 Thank you for your assistance in this matter. If you have any questions, please contact me at 206 - 263 -6476. Sincerely, Cm Tom Creegan Project Manager Mer Rambo — Permit Application Renewals — Final 072710 941't 0-9-10. JUL 28 2010 PERMIT CENTER cc: Victor O. Okereke, Engineering Services Manager, Solid Waste Division (SWD) Neil Fujii, Managing Engineer, SWD . ®„— 6 07 -01 -2010 TOM CREEGAN 0 0 City of Tukwila. agJim Hgerton, Mayor Department o, j Community Development Jack Pace, Director 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit Application No. D09 -166 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. D09 -166 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 I'? June 14, 2010 Jennifer Marshall City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Subject: Full -Size Drawings Submittal for City of Tukwila Permits Dear Ms. Marshall: An SAIC Company env of LA JUIV 11 4 2010 PERMIT CENTER Attached is a matrix listing the full size drawing submittals for the City of Tukwila Permits. o ies Date Permit No.. Description 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 2 6/14/2010 D09 -165 1 full -size, wet- signed original, 1 copy of original 2 6/14/2010 D09 -166 1 full -size, wet - signed original, 1 copy of original 2 6/14/2010 D09 -167 1 full -size, wet - signed original, 1 copy of original 2 6/14/2010 EL09 -0497 1 full -size, wet - signed original, 1 copy of original 2 6/14/2010 EL09 -0498 1 full -size, wet - signed original, 1 copy of original 2 6/14/2010 EL09 -0499 1 full -size, wet - signed original, 1 copy of original v1 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 2 6/14/2010 PG09 -097 1 full -size, wet - signed original, 1 copy of original 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 001640 1 11- 00839 - 20001/5500 Marshall Transmittal 6- 14- 2010.docx D09- I bb /r i Ms. Jennifer Marshall June 14, 2010 Page 2 It has been a pleasure working with you. If you have any questions please feel free to call me at (206) 695 -4626 or email me at males @rwbeck.com Sincerely, Margaret Ales Permit Coordinator MA/jld cc line T. Creegan, King County K. Hufnagel, R. W. Beck 1. Sutton, R. W. Beck 001640 1 11- 00839 - 20001/5500 Marshall Transmittal 6- 14- 2010.docx i� February 3, 2010 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Tom Creegan . King County Solid Waste 201 South Jackson St Suite 701 Seattle, WA 98104 RE: , Letter of Incomplete Application # 1 to Revision #1 Permit Application Number D09 -166, M09 -105, EL09 -0497 through EL09 -0500 Bow Lake —18800 Orillia Rd S Dear Mr. Creegan, This letter is to inform you that the permit revisions received prior to permit issuance at the City of Tukwila Permit Center on January 28, 2010 are determined to be incomplete. Before your application can continue the plan 'review process the attached items from the following department need 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. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, fer Marshall it Technician File: D09 -166, M09 -105, EL09 -0497, 0498, 0499, & 0500 Enclosures W:\Permit Center\lncomplete Letters\2009 \1309 -166 Inc Ltr #I to Rev # LDOC 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 9 0 Determination of Completeness Memo Date: February 2, 2010 Project Name: Bow Lake Permit #: D09 -166, M09 -105, EL09 -0497 through 0500 Plan Review: Dave Larson, Senior Plans 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 2406; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 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. r • To: Tom Creegan An S A I C Company From: Ian Sutton and Margaret Ales Subject: Bow Lake Recycling and Transfer Station Project Development Permit Application Number D09 -166 (Artwork Support) Drawing Revisions Subsequent to Permit Approval Date: January 28, 2010 This memorandum is supplemental to the Revision Submittal for the Permit Application D09 -166 (Artwork Support). Although Permit D09 -166 was approved by the City, design changes initiated by the design team subsequent to the original application submittal are being resubmitted to the City of Tukwila for the City's approval. The changes relate to code compliance or life - safety and have been clouded and noted as Revision C. The revised drawings are included in Attachment A — Revision C Drawings. List of Attachments Attachment A — Revision C Drawings REVISION N0�1 RECEIVED AN 20 2010 Q o q_ l l� b PENMI,GEN,E, D09 -161 I Correction Letter # I Response I D09- 166ApprovedPermitRevCLetter.doc r 0 City ®f Tukwila Jim Haggerton, Mayor Department ®, j�' Community Development Jack Pace, Director 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, File: App No. D09 -161, 162 ,163, 164, 165,\.166,A67 App No. EL09 -0497, 0498, 0499, 0500 App No. M09 -103, 104,105 App No. PG09 -095, 096, 097 W:\Pennit Center\Extension Le"ersWpplications\2009\Bow Lake Application Extension.doc 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 10 to KingCounty 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. D09 -161 Permit Application No. D09 -163 Permit Application No. D09 -165 Permit Application No. D09 -167 Permit Application No. EL09 -0498 Permit Application No. EL09 -0500 Permit Application No. PG09 -096 Permit Application No. M09 -103 Permit Application No. M09 -105 Thank you for your assistance in this matter Sincerely, c -� Tom Creegan Project Manager . ®,m,.95 Permit Application No. D09 -162 Permit Application No. D09 -164 Permit Application No. D09 -166 Permit Application No. EL09 -0497 Permit Application No. EL09 -0499 Permit Application No. PG09 -095 Permit Application No. PG09 -097 Permit Application No. M09 -104 OM �kp' m 1* LO) t•- -OW �L-`-lD Ot - A" LO RECEIVED, JAN 282010 PERMIT GENTEr A 01 -04 -2010 City ®f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit Application No. D09 -166 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, c Bill Rambo Permit Technician File: Permit File No. D09 -166 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 a Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 3 SPERMIT Cm0RD cAPV PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -166 DATE: 06/14/10 PROJECT NAME: BOW LAKE - ARTWORK SUPPORT SITE ADDRESS: 18800 ORILLIA RD S FINAL CHECK — FULL -SIZED PLANS DEPARTMENTS: 1—IH- t p Uing i i ion PtYbiic Works ieventlon Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete ❑ kP H 01- T$'L � fanning Division ■ Permit Coordinator ❑ DUE DATE: N Pe'rmitCenter Use Only INCOMPLETE LETTER MAILED: ER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ F' Ping ❑ PW ❑ Staff Initials: N/. i ❑icable TUES /THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required ❑ REVI 'S INITIALS: DATE: APPROVA S O CORRECTIONS: Approved A Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DUE DATE: ASAP DATE: Permit Center. Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.28 -02 APERMIT COORD COPY 0 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -166 DATE: 02/19/10 PROJECT NAME: BOW LAKE - ARTWORK SUPPORT SITE ADDRESS: 18800 ORI LLIA RD S Original Plan Submittal Response to Correction Letter # EPARTMENTS: t v ul ding Division N A Pu Ic Works X Response to Incomplete Letter # 1 X Revision # 1 BEFOR Permit Issued W � l t4JA Fire Prevention - Structural ❑ Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02/23/10 Complete Incomplete ❑ 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: Building Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/23/10 Approved ❑ Notation: REVIEWER'S INITIALS: Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PEPW, COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -166 DATE: 01 -28 -10 PROJECT NAME: BOW LAKE - ARTWORK SUPPORT SITE ADDRESS: 18800 ORILLIA RD S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ X Revision # 1 Before Permit Issued DEPARTMENT Pdin iv lion Public Works NAS� OA- Fire Prevention Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete 14 Comments: Planning Division Permit Coordinator DUE DATE: 02 -02 -10 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETE NESS MAILED: Departments determined incomplete: Bldg 'j6, Fire El Ping [3 PW El Staff Initials:�AsV � TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03 -02 -10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 *PERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -166 DATE: 08 -13 -09 PROJECT NAME: SITE ADDRESS: BOW LAKE — ARTWORK SUPPORT 18800 ORILLIA RD S A Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter# Revision # After Permit Issued DEPARTMENTS: N ,t n CO "B�lilding Dl ' iI; FIre Preve Lion Planning Division �A os-ib P lic Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-18 -09 Complete Incomplete ❑ Not Applicable ❑ Comments: 'ermit Center Use Only NCOMPLETE 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 ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-1 5-09 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 �J��1llA,�VgiS' 'o 1908 Date: 0' 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. evisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D09 -166 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ® Revision # 1 BEFORE Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Bow Lake - Artwork Support Project Address: 18800 Orillia Rd S Contact Person: Tom Creeizan Phone Number: 206 263 -6476 Summary of Revision: Previously submitted reduced sized plans to be accepted by City of Tukwila. RE spir-n CITY6MMLA FEB 1..9 2010 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Marshall ® Entered in Permits Plus on 02/19/2010 \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 1908 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: tW.- /www.ci.tukwila.wa.us REVISION SUBMITTAL Steven M. Mullet, Mayor Steve Lancaster, Director 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: D09 -166 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # XO Revision # 1 Before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner CRS ^7 Project Name: Bow Lake — 2 8 2010 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: Entered in Permits Plus on d applications \forms -app icauons on Ime evision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pyyter Friendly Page Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. IBusiness and Licensing Information I Name LYDIG CONSTRUCTION INC UBI No. 328046357 Phone 5095340451 Status Active Address 11001 E Montgomery Dr License No. LYDIGC *264JC Suite /Apt. Date 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 2/10/2010 2/10/2012 Active nthcar AccnriatPH I irnncPc License Name Type Specialty Specialty Effective Expiration Status SWARTZ, LARRY J 01/01/1980 1 2 Date Date LYDIGML901JL LYDIG + MCKINSTRY Construction General Unused 4/13/2010 4/13/2012 Active LLC Contractor LYDIGGP903CS LYDIG GRANT Construction General Unused 2/10/2010 2/10/2012 Active PLATEAU A JT VENT Contractor LYDIGJV912QL LYDIG- MCKINSTRY,A Construction General Unused 11/13/2009 11/13/2011 Active JOINT VNTURE Contractor LCIBUBT934RP LCI BUILDERS TWO Construction General Unused 12/17/2007 12/17/2011 Active LLC Contractor LYDIGJV937RP LYDIG /GRANT, A Construction General Unused 12/17/2007 12/17/2011 Active JOINT VENTURE Contractor LCIBUB0936QE LCI BUILDERS ONE Construction General Unused 11/5/2007 11/5/2011 Active LLC Contractor OPUSNCL980P9 OPUS NW Construction General Unused 10/29/2002 10/29/2010 Active CONTRACTORS LLC Contractor OPUSLJV911JB OPUS /LYDIG A Construction General Unused 4/2/2009 4/2/2011 Out Of JOINT VENTURE Contractor Business HUNTLIJ927KA HUNT /LYDIG II, A Construction General Unused 5/1/2008 5/1/2010 Out Of JOINT VENTURE Contractor Business HUNTLJV940JC HUNT /LYDIG A Construction General Unused 4/3/2006 4/3/2010 Out Of JOINT VENTURE Contractor Business Business Owner Information Name Role Effective Date Expiration Date BRAY, MARK D 01/01/1980 12/17/2007 SWARTZ, LARRY J 01/01/1980 12/17/2007 https:H fortress .wa.gov /lni /bbip /Print.aspx 09/17/2010 King County Department of Natural Resources and Parks Solid Waste Division BOW LAKE RECYCLING AND TRANSFER STATION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SITE FACILITIES CONTRACT CONTRACT # C00405C09 Bellevue Lake Sammamish BOW LAKE RECYCLING AND TRANSFER STATION PROJECT LOCATION LOCATION MAP SEPARATE PERMIT REQUIRED FOR: irk Mebhanl & Electrical Plumbing 14 Gas Piping City of Tukwila BUILDING DIVISION PLANNING APPROVED No changes can be nade.to these pis without approval from the Planning Delon of Approved Br ���Approved Date: EXISTING BOW LAKE TRANSFER/ RECYCLING STATION ORILLIA RD S VICINITY MAP D09 -166 000 COMPLIANCE APPROVED AU6 10 2010 CiYof frJ !!L.DIN6 4IQN FILE COPY Permit No 170 1)1" 14A1 Plan review approval 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 ' . • is ac cnorafiedged: BY Air I A Data: Alffir, ayan,lnnw BUILDING DIVISION KING COUNTY OFFICIALS: KING COUNTY EXECUTIVE DOW CONSTANTINE COUNCIL MEMBERS KATHY LAMBERT LARRY PHILLIPS PETE VON REICHBAUER LARRY GOSSETT JANE HAGUE JULIA PATTERSON BOB FERGUSON REAGAN DUNN JAN DRAGO 1)09--ikAo RECEIVED JUN 14 2010 PERMIT CENTER DESIGNED DRAWN D C 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B A 1/8/10 7/31/09 IKS IKS KRH KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION 1141 King County Department of Natural Resources and Parks Solid Waste Division I3�ti13EU 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 COVER SHEET, VICINITY, AND LOCATION MAPS PROJECT NUMBER: C00405C09 SHT. OF: 1 619 DRAWING NUMBER: G011 ""1"""""""".."'"' - — .� . 1- 800 -424 -5555 0 i 0 4 3 0 N CID •GENERAL • 10 SERIES GENERAL G011 — COVER SHEET, VICINITY AND LOCATION MAPS • G012 — DRAWING INDEX • G013. DRAWING-INDEX G014 — LEGEND G015 - ABBREVIATIONS G016 GENERAL NOTES AND PROJECT AREA BOUNDARY G017 — EXISTING CONDITIONS AND SURVEY CONTROL • G018 — GENERAL ARRANGEMENT SITE P_IAN' AND BUILDING CONTROLS 9 -- M EST t� ES AND 3 WE • ENTRANCE I-RANCE TRAF X01., .L_ :._..,Old. -_., 2 , .� 3 _ � ; °` 0020 -- IGM-_L1`3TGNE IT TRAFFIC MANAGEMENT PLAN... G021 ..- PIII EcTONE: 2 TRAFFIC. AN [,.► F PLAN. 6022 W1-ES ONE TPAF F,C MANAGEMENT F'- G02 LLTGNE `} T ' MENT G024 ly'I'I ESimOF,;r. 3A, ?RAt =SIC ' .Idf aEMENT G025 MIL[ STU'iE 3B TRAFFIC MAN: C MENT PLA.F, G02 - M'LESTONE 3C TRAFFIC MANNvl` :SENT PLAN • G027 - MILESTONE 3D Ti3AFFTC ` "A.INAGEMENT PLAN • G028 1 iE OdE , EK IS T IJ, SCALE l I Ty R EF^V TR FC MANAGEMENT PLAN • G029 .- CHRL HAUL AND DISPO A CIVIL CO1 1 -- SITE DElN 0'_a' ION PLAN AND NOTES C012 -- SHE DE_'ACI_.ITION PLAN AND • NO, LS 0013 - EXISTING SCALE • FACILITY DEMOUTKY J PLAN AND No C013 - 1, YLF ";:TONE 3:A /B /C;'D D\' _ I T ION PLAN1. NOTES 0016 14 LJONE 2 SITE GRADING_ PLAN 0017. PRE- -LOAD AND r, ,ST SLOPE GRADIN PI C018 PPE -LOAD AND ,_ k::. ` LC`PE GRADING PI AN 0013 PRE ' ILOAD AND EA S=__ r r c RADlN;, CO2C PRE-LOAD AND FAST ;. G ?Af°M CO21 PRELOAD •A.ND D tiE7AI_ t R ! I FINN GRADING PLAN (C)2. -- FINAL SITE GRADING !-LAN CO2 4 - • FINAL. SITE .GRADING PLAN 0025 - FINAL SITE GRADING PLAN 0025 L:.µ { y =.,- , t _ (.3RADING PLAN _ C0.2 - "I`kI T L ADINIG t AN �i _ r li�,rs� ,.a- �_ �, uL a 5......1 -0 8 - INA.L `ITE • GRADING PL AN 0023 SI TE GRADING PLAN. r.,,r D PROF'I C051 CURBS f & G PROFILES C032 FINN_ SITE .GRADING SECT!? C033 FINAL SITE GRADING SETA' 1O S C034 FINAL SITE GRADING CO35 - FINAL _ J[ GRADING • SEC ; + ION`:. FINAL C 36 �_ S;TE _ GRADING INI,_. C `ONTROI. POIN T SOt'!EDU. E 003 7 TEMPORARY EROSION AND SEDIMENT :CONTROL C038 - TEMPORARY EROSION AND SEDIMENT CONTROL C039 INITIAL TEIFJRARY E RC S1ON AND SL ! ME NT C0 T R ! _ C040 (NrITIAL TEMPORARY EROSION AND SEDIME NT CONTROL C041 .- PRF LOAD • �!N- PLACE TEMPORARY EROSION AND l 1 CONTROL PLAN. - 0042 - PRE-LOAD 'IN- PLACE) TEMPORARY CONTROL PLAN CO 43 - TEMPORARY ITYS1rt1 I At`li...r C044 !N ".L ITMPORARY E _.v_ C045 -- •TEMPO APY •EROSION AND C046 - TEv1Pl._ RARY EROS " PLAN PLAN M ENT 1,, RENT C051 MILESTONE SITE PAVING J Y G:_ I G J PLAN h. N C052 OVERALL HNLAL SITE PAVING PLAN • C153 FINAL SITE • PAVING PLAN 0054 -- FiN!1L. • SITE PAVING :LAN • - 0055 - d4 L SITE PAVING PLAN C056- -- FINAL SITE. PAVING PLAN• 0057 FINAL. SITE PAVING PLAN 0058 SITE • PAVING PLAN 0059 ROAD A. PROFILE -- STA,. -A5 ' C06C) - ROAD A PROFILE - STA 15 +00 TO • • STA : C061 -_ ROAD • B PROFILE -- STA 0 4-00 TO STA A 0062 - • E Nf':L Sl T E PAONd G CURB RETURN TABLES 0063 FINNAL SITE PAVING CURE? RETURN TABLES C064 .' , `IMENT AND SURFACE SEr, III-_ ' S 0065 SCELLW-OUS PAVING ! TP ?Ls C066 TYPICAL ROAD' OVERLAY SECTIONS 80 -100 SERIES - UTILITIES '-WATER AND • WASTErV C081 -- ESITE UTILITY SYSTEMS ,A,NJ KEY •MAP C082 --_ • SITE WATER. SYSTEM. PLAN; WATER SYSTEM PLAN T1= T ITE WATER SYSTEM PLa r r`' DESIGNED DRAWN IKS ABG 0086 -- SITE WATER SYSTEM PROFILES C087 SITE WATER SYSTEM PROFILES C088 --- SITE WATER SYSTEM PROFILES 0089 -- SITE WATER SYSTEM PROFILES C090 - SITE WATER SYSTEM PROFILES C091 SITE WATER SYSTEM DETAILS 0092 = SITE WATER SYSTEM DETAILS SITE WATER SYSTEM HIGHILINE WATER DISTRICT STANDARD DETAILS SITE WATER SYSTEM HIG -TUNE WATER DISTRICT STANDARD DETAILS ,f , SITE WATER SYSTEM HIGHLINE WATER DISTRICT STANDARD DETAILS C096 SITE WATER SYSTEM HIGHLINE WATER DISTRICT STANDARD DETALS C09 7 SITE WATER SYSTEM HIGHLINE WATER DISTRICT STANDARD DETAILS C09,S --- SITE WATER SYSTEM NOTES AND SCHEDULES 99 ._ SITE ",c TE.;1 TED SYSTEM PLAN (,- - S T EM PLAN C101 - SITE b" , S EWA e R 3YS E_M PLAN SFE WASTEWAJFP SYSTEM P r I S SITE WASTEWATER TEWATER SY STEIJI PROFILES C104 SITE WASTEWATER SYSTEM PROFILES 0105 WASTEWATER LIFT STATION AND WASTEWATER VALVE PLAN, SECTION'S, AND DETAILS SITE WASTEWATER SYSTEM SITE VALVE PLAN AND SCHEDULE 51-FE WASTEWATER SYSTEM SITE VALVE DETAILS E 'WASTEWATER nrATER & STORMWATER COMPRESSED AIR MANHOLES C :JUND MULTI-PIPE CONDUIT DETAILS AAlER SYSTEM NOTES AND SCHEDULES C102 0-120 SERIES -- UTILITIES SURFACE WATER) - SURFACE WATER SYSTEM PLAN - SURFACE WATER SYSTEM PLAN SURFACE WATER SYSTEM PLAN SURFACE WATER SYSTEM PLAN SURFACE WATER SYSTEM PLAN SURFACE WATER SYSTEM PLAN SURFACE WATER SYSTEM PLAN !' c, CE '\'A 1 E(-. SYSTEM M PLAN ,EE WATER SYSTEM PROFILES SURFACE WATER SYSTEM PROFILES SURFACE WATER SYSTEM PROFILES SURFACE WATER SYSTEM PROFILES SURFACE WE i' 7YSTEM PROFILES r U R A E PROFILES `'(S T EEC DETAILS SURF,, WAIF, . S 3TFM DETAILS 1 7 SURFACE a iATF_R SYSTEM OIL /WATER SEPARATOR DETAILS C128 SURFACE WATER SYSTEM STRUCTURE SCHEDULE P10-3 i4,- :0-160 SE RFS =S -- SITE IMPROVEMENTS 3131 OVERALL I PAVEMENT SIPPING, FENCING AND GUARDRAIL PLAN -- .PAVEMENT STRIPING, FENCING, AND GUARDRAIL PLAN - -- ...PAVEMENT Sr IP ING, FENCING, AND GUARDRAIL.. PLAN •P ' - E NT STRIPING, FENCING, ND GUARDRAIL; PLAN - PAVEMENT SIR!=15 G , FE NCING, AND G AFD A ,I _ - PLAN -• PAVEMENT STRIPING, .FENCING,. AND GUARDRAIL PLAN • PAVEMENT STRIPING., • R ENCI vI (, AND GUARDRAIL LAN AND D PAVEMENT SIPPING DETAILS CURB, GUTTER AND • SIDEWALK DETAILS CURBEI GUTTER ,AND SIDEWALK DETAILS GUARDRAIL DETAILS • RAIL AND si.GNAGE INVEN SL NAOr INVENTORY ;, - SIGNAGE. • INVENTORY N - ENTRY AREA u UNC',• N _ _�� ' L � i L REA ONA SIGNAL- SIGNAGE LAYOUT DLIAILS SIO,IAGL LAYOUT DETAILS SILAGE LAYOUT DETAILS SIONAG'- LAYOUT DETAILS SIGNAGE LAYOUT DETAILS SIGNAGE: LAYOUT DETAILS LAYOUT DETAILS CtiAr. _ INSTALLATION! D ET A ILS ACCESS ROAD & S RUCTUIRAL C SERIES GENERAL S011. - STRUCTURAL N .S012 sTRUCTURAL Q! !.ALITY ASSURANCE 3 _ • STANDARD STRUCTURAL DETAILS 5014- STANDARD STRUCTURAL DETAILS STAND ,I \D STRUCTURAL. • DETAILS • VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" LAIN SI E ETA! LS S022 - GUARDRAIL /HANDRAIL DETAILS AND LIGHT GAUGE FRAMINC DETAILS S023 - LIGHT GAUGE FRAMING DETAILS 100 SERIES - TRANSFER AND TSO BUILDING 5101 TRANSFER /TSO BUILDING - COMPACTOR BAY PLAN 5102 TRANSFER /TSO BUILDING -- COMPACTOR BAY PLAN REINFORCEMENT AND JOINT LAYOUT S103 - TRANSFER /TSO BUILDING - TIPPING AND RECEIVING LEVELS • FLOOR PLAN 5104 - TRANSFER / TSO BUILDING - TIPPING AND RECEIVING LEVELS FLOOR ELEVATIONS 5 105 - TRANSFER / TSO BUILDING TIPPING AND RECEIVING LEVELS MISCELLANEOUS METAL PLAN 5106 TRANSFER ISO BUILDING GENERAL ARRANGEMENT SECTIONS S107 - TRANSFER/T50 BUILDING - TSO FLOOR PLAN DETAIL 5108 - TRANSFER / TSO BUILDING - TSO FLOOR PLAN DETAIL REINFORCEMENT S109 - TRANSFER/TSO. BUILDING - TIPPING AND RECEIVING LEVELS FLOOR PLAN DETAILS • 5110 TRANSFER /TSO BUILDING COMPACTOR BAY SECTIONS 5111 - TRANSFER /TSO BUILDING COMPACTOR BAY SECTIONS Si 12 - TRANSFER /TSO BUILDING - COMPACTOR BAY SECTIONS S113 - TRANSFER /TS0 BUILDING - COMPACTOR BAY SECTIONS • 5114 - TRANSFER /TSO BUILDING - COMPACTOR BAY SECTIONS 5115 TRANSFER /TSO BUILDING - COMPACTOR BAY WALL SECTIONS S116 - TRANSFER /TSO BUILDING COMPACTOR BAY WALL SECTIONS S1 'i 7 - TRANSFER /TSO BUILDING - COMPACTOR BAY WALL SECTIONS S118 - TRANSFER /TSO BUILDING - COMPACTOR BAY COLUMNS 5119 - TRANSFER / TSO BUILDING - WALL SECTIONS AND ELEVATIONS S120 TRANSFER /TSO BUILDING 7 BEAM ELEVATIONS S "121 -- TRANSFER TS° BUILDING - BEAM ELEVATIONS 5122 TRANSFER /TSO BUILDING - BEAM ELEVATIONS S123 - TRANSFER /TS0 BUILDING - BEAM ELEVATIONS 5124 TRANSFER /TSQ BUILDING - BEAM ELEVATIONS 3120 - -- TRANSFER /TS0 BUILDING BEAM ELEVATIONS 5126 - TRANSFER /TSO BUILDING BEAM ELEVATIONS 5127 - TRANSFER /TSO BUILDING MISCELLANEOUS SECTIONS 5128 TRAN F ER /TSO BUILDING - M ISCE LLANEOUS SECTIONS 5129 - TRANSFER/TSO T. r BUILDING - MOMENT FRAME FOOTINGS 513{0 - TRANSFER /ISO BUILDING - MOMENT FRAME FOOTINGS 5131 - TRANSFER / TS0 BUILDING MANN FRAME FOOTINGS 5132 - TRANSFER /TSO BUILDING MOMENT FRAME FOOTINGS 5133 - TRANSFER /TSQ BUILDING - TSO COLUMN FOOTINGS 51 34 - TRANSFER /TSO BUILDING A -LINE WALL, 19-LINE WALL 5135 TRANSFER /TSO BUILDING - P -LINE WALL, 20 -UNE WALL, AND 0-LINE WALL S1,36 - TRANSFER/ TSQ BUILDING - M -LINE WALL .�� / S131 TRANSFER TSO BUILDING SOUTH PUSH WALT - 5138 TRANSFER / TSO BUILDING TIPPING WALL S139 TRANSFER /TSO BUILDING MISCELLANEOUS SECTIONS 5140 - \IPA LOADING DOCK RETAINING WALLS S141 NPA LOADING DOCK RETAINING WALLS 5142 TRANSFER /TSO BUILDING -- SPA WALLS 1 TRANSFER/ISO - T P LOAD BAY WEST WALL k, , 43 0 5144 TRANSFER /TSO BUILDING - TOP LOAD BAY EAST WALL 5145 TRANSFER /TSO BUILDING MISCELLANEOUS METAL ARMOR PLATE 5146 TRANSFER /TSO BUILDING - MISCELLANEOUS METAL -- TOP LOAD &. COMPACTOR CHUTES S147 TRANSFER /TSO BUILDING - MISCELLANEOUS METAL TOP LOAD BAY BACK PLATE 514 T / RANSFER TSQ BUILDING - MISCELLANEOUS METAL POST AND CI -AIM 5149 TRANSFER /TSO • BUILDING MISCELLANEOUS MLIAL - POST AND CHAIN 5150- - TRANSFER /TSQ BUILDING MISCELLANEOUS METAL - MISCEL_LANEQUS DETAILS S151 -- TRANSFER /TSO BUILDING - TRUCK WASH BULL RAIL, NPA DEBRIS WALL 200 SERIES - TRANSFER AND TS0 BUILDING S201 - TRANSFER /TSQ BUILDING TIPPING & RECEIVING LEVEL PLAN S202 TRANSFER /TSQ BUILDING TSO LEVEL PLAN 5203 - TRANSFER /TSQ BUILDING ROOF LEVEL PLAN S204 - TRANSFER /TSQ BUILDING ENLARGED FLOOR PLAN EQUIPMENT & LOADING LEVELS S205 TSO BUILDING ENLARGED FLOOR PLAN TSO LEVEL FLAN 5206 TSO BUILDING ENLARGED FLOOR PLAN ROOF LEVEL PLAN 5207 - TSO BUILDING PENTHOUSE ROOF AND MECHANICAL PLAN 5208 TRANSFER BUILDING EAST & WEST WALL FRAMING ELEVATIONS 5209 TRANSFER BUILDING NORTH & SOUTH WALL FRAMING ELEVATIONS S210 - TRANSFER BUILDING MOMENT FRAME ELEVATIONS 3211 TRANSFER BUILDING MOMENT FRAME ELEVATIONS S212 TRANSFER BUILDING MOMENT FRAME ELEVATIONS 5213 - TRANSFER BUILDING MOMENT FRAME ELEVATIONS S214 - TRANSFER BUILDING MOMENT FRAME DETAILS S215 - TRANSFER BUILDING MOMENT FRAME DETAILS 5216 TRANSFER BUILDING MOMENT FRAME DETAILS S217 - TRANSFER BUILDING. MOMENT FRAME DETAILS S218 - TRANSFER BUILDING MOMENT FRAME DETAILS S219 - TRANSFER BUILDING BRACED FRAME ELEVATIO NS S220 - TRANSFER BUILDING BRACED FRAME DETAILS S221 - ISO BUILDING WALL ELEVATIONS S222 - TSO BUILDING BRACED FRAME ELEVATIONS S223 - TSO BUILDING BRACED FRAME ELEVATIONS S224 - TSO BUILDING BRACED FRAME DETAILS S225 TSO BUILDING BRACED FRAME DETAILS 5226 - TSO BUILDING BRACED FRAME DETAILS S227 - TSO BUILDING BRACED =RAME DETAILS' 5228 -- TSO BUILDING FAN COLUMN ELEVATIONS rn,l''D DETAILS 5229 TRANSFER BUILDING HORIZONTAL BRACING FLANS S230 - TRANSFER. BUILDING HORIZONTAL BRACING DETAILS S231 - TRANSFER BUILDING HORIZONTAL BRACING DETAILS S232 TRANSFER BUILDING HORIZONTAL BRACING DETAILS S233 - TRANSFER BUILDING SKYLIGHT PLANS AND DETAILS 5234 - TRANSFER BUILDING SKYLIGHT PLAN AND DETAILS S235 - TRANSFER / TSO BUILDING SKYLIGHT PLAN AND DETAILS 5236 - TRANSFER BUILDING FRAMING DETAILS S237 - TRANSFER BUILDING FRAMING DETAILS S238 - TRANSFER BUILDING FRAMING DETAILS S23.9 TRANSFER BUILDING FRAMING DETAILS S240 - TRANSFER /TSO BUILDING FRAMING DLIAILS S241 - TRANSFER BUILDING FRAMING DETAILS S242 - TRANSFER BUILDING FRAMING DETAILS 5243 TRANSFER BUILDING FRAMING DETAILS S2.44 - TRANSFER / / TSO BUILDING FRAMING DETAILS S245 - TRANSFER /TS0 BUILDING FRAMING DETAILS / S246 - TRANSFER ISO BUILDING FRAMING DETAILS; 5247 - T A NSFER 2 R TSO BUILDING FRAMING DETAILS / S248 - TRANSFER /TSO BUILDING FRAMING DLIAILS 5249 TRANSFER / TSO BUILDING ROOF MECHANICAL S250 TRANSFER /TS0 BUILDING ROOF MECHANIIC S251 TRANSFER /TSO BUILDING ROOF PLAN -- 5` 52 - TRANSFER /ISO BUILDING ELEVATIONS W .�22 , NORTH & WEST 5253 TRANSFER / TSO BUILDING ELEVATIONS - EAST S254 - TSO BUILDING BREAK ROOM PLAN & DETAILS 5255 -- TSO BUILDING STAIR FRAMING STAIR 'A.' S256 - TRANSFER / TSQ BUILDING STAIR FRAMING S- S257 - TRANSFER /TS0 BUILDING STAIR DETAILS S258 - TRANSFER /TSQ BUILDING STAIR DETAILS S259 - TRANSFER /TSO BUILDING EXTERIOR STAIR FRAMING S260 � - TRANSFER /TSO BUILDING EXTERIOR STAIR DETAILS S261 - TRANSFER/TSO BUILDING EXTERIOR STAIR DETAILS S262 - TRANSFER / TS0 BUILDING MISCELLANEOUS DETAILS S271 NORTH PROCESSING AREA FLOOR PLAN S272 - NORTH PROCESSING AREA ROOF PLAN S273 - NORTH PROCESSING AREA WALL ELEVATIONS 5274 - NORTH PROCESSING AREA BRACED FRAME ELEVATI S275 - NORTH PROCESSING AREA DETAILS 5276 NORTH PROCESSING AREA DETAILS !PORT • PLAN SUPPORT DEVILS I._OAD!NG & SNOW 50 5501 SI)02 S503 5504 5505 S506 S507 -- SITE WALLS !AIMING WALL G RETAINING WALL H RETAINING WALL J RETAINING WALL J RETAINING WALL J RETAINING WALL K RETAINING WALL L .., ✓ .. 4 - MISCELLANEOUS STRUCTURES MILER YARD TRUCK PADS EN ERATOR, /FUELING STATION FOUNDATION BRIDGE BRIDGE FOUNDATION r,,�,\1 BRIDGE UCTURES S607 - .C�l`ICR IE BARRIER 56 08 - • CONCRETE ��G� BARRIER. • ECTURAL MMARY ISO BUILDING - CODE SUMMARY COMPACT( RANSFER TSQ BUILDING - CODE SUMMARY -- RECEIVING LEVELS __ ;SO BUILDING - CODE SUMMARY r :c ' D ,P FvE TIPPING AND • EQUtPMEi AND LOADING 051 4 TSO • BUILDING CODE • SUMMARY ` E) LEVE:I_ CS30 , - � A.._E FACILITY & -RECYCLING. BUIL_EIII �_,OD S MMA F_.�OR PL ANS 10 SE RI`� S •: ARCI II T ECTURAL GENERAL A011 1,RCHITECTURAL GENERAL - ARCHITL CEDE NOTES & LEGEND A012 - :ARCHITECTURAL GENERAL - E ":ALL A013 ARCHITECTURAL GENERAL - ` : = °ALL SCHEDULE ARCHITECTURAL GENERAL ARCHITECTURAL GENERAL. ARCHITECTURAL GENERAL A 14 � R AO 1 �5 GENERAL 2.HEDULE ROOF I'P DOOR TYPES' & SC -EDUCE �'INDO .TYPES fit; SCHEDULE OFFNNos SCHEDULE 1�� 77C LOADING 5 IR _'B' AND 300 SERIES - SCALE FACILITY S301 SCALE FACILITY GENERAL ARRANGEMENT PLAN WE T • Tukwk 5302 - SCALE FACILITY GENERAL ARRANGEMENT PLAN EA: T S303 - SCALE FACILITY GENERAL ARRANGEMENT SECTIONS M MOON I'T! STAIR J L REVIEWED FOR AO A022 r'23 A024 _ A025. -- ARCHITECTURAL GENERAL - 'ECESS SCHEDULES ARCHITECTURAL GENERAL ARCHITECTURAL GENERAL . - ARCHITECTURAL GENERAL ARCHITECTURAL GENERAL ARCHITECTURAL GENERAL - ARCHITECTURAL GENERAL - rr APPROVD AUG 10 2010 5304 SCALE FACILITY GENERAL ARRANGEMENT SECTIONS S305 - SCALE FACILITY FOUNDATION PLAN - WEST S306 - SCALE FACILITY FOUNDATION PLAN - EAST 5307 - SCALE FACILITY FOUNDATION DETAILS S308 SCALE FACILITY FOUNDATION DETAILS S309 SCALE FACILITY UNDERSCALE SLAB PLAN 5310 - SCALE FACILITY FOUNDATION DETAILS S311 - SCALE FACILITY SCALE HOUSE PLANS S312 - SCALE FACILITY SCALE HOUSE PLANS 5313 SCALE FACILITY SCALE HOUSE SECTIONS S314 SCALE FACILITY SCALE HOUSE DETAILS S315 - SCALE FACILITY SCALE HOUSE DETAILS S316 - SCALE FACILITY SCALE HOUSE DUALS S317 - SCALE FACILITY SCALE HOUSE DETAILS S318 _ SCALE FACILITY SCALE HOUSE DETAILS S319 - SCALE FACILITY SCALE HOUSE DETAILS 400 SERIES RECYCLING BUILDING 5401 SOUTH PROCESSING AREA SLABS PLAN 5402 - SOUTH PROCESSING AREA SLAB DETAILS S403 RECYCLING BUILDING FOUNDATIONR0C P!t 'i t 5404 RECYCLING BUILDING DETAILS S405 RECYCLING BUILDING DETAILS A123C A124 1 A 25 A126 A127 A129 A131 A132 A133 A134 A135 A13i= A137 Al 1 FIRE `V> T,NGI ER LE INTERIOR • SIGNAGE `SOHED!JLE INTERIOR •SIGNAGE TYPES INTERIOR.. SIGNAGE. TAPES & DETAILS CASEWORK DETAILS CASEWORK. DETAILS • CASEWORK DETAILS • - TRANSFER AND TSO BUILDINGS 1-SO BUILDING - FLOOR PLAN - COMPACTOR LEVEL �S ! BUILDING - HORIZONTAL CLEARAN.;L PLAN - COMPACTOR LEVEL TRANSFER /TSD BUILDING - FLOOR LEVELS S0 BUILDING - FLOOR PLA, -- EQUIPMENT 84 LOADING LEVELS TSO BUILDING FLOOR PLAN - TSO LEVEL RANSFER/TS0 BUILDING -- ROOF PLAN BUILDING - ENLARGED ROOF & Ps f l i HOUSE= PLAINS SEER /TSQ BUILDING - EXTERIOR ELEVATIONS : SOI J T H & LAN - TIPPING & RECEIVING 01 SFER /TSD BUILDING EXTERIOR ELEVAT!O\1S - NORTH & 'NEST TSO BUILDING & PENTHOUSE ENLARGED EXTERIOR ELEVATIONS RAi:SFER / TSQ BUILDING ENLARGED EXTERIOR ELEVATIONS TRANSFER BUILDING - ENLARGED EXTERIOR ELEVATIONS TRANSFER BUILDING - BUILDING SECTIONS - NORTH & SOUTH TRANSFER BUILDING - BUILDING SECTIONS -- EAST & WEST TSD BUILDING - LONGITUDINAL BUILDING SECTIONS - COMPACTOR BAYS T50 BUILDING - LONGITUDINAL COltiI'ACTOR SECTIONS VERTICAL CLEARANCE PROFILES TSO BUILDING LATERAL BUILDING SECTION TSO BUILDING ISO BUILDING — ISO BUILDING LATERAL BUILDING SECTION LATERAL BUILDING SECTION BUILDING SECTIONS ISO BUILDING BUILDING SE :TIO S BUILDING - PENTHOUSE SECfICNS & DETAILS NSFER BUILDING WALL SECTIONS 'TRANSFER BUILDING - WALL SECTIONS TRANSFER /TSQ BUILDING - WALL SECTIONS -R, - / WALL SECTIONS RECEIVED , .tHNSr Et�i TSO BUILDING . rALL ��.�� I.ONS TRANSFER /TS0 BUILDING - '.IJALL SECTIONS JUN 14 2010 RAAISFER / TS0 BUILDING WALL SECTIONS TRANSFER/TSO BUILDING - `,FALL SECTIONS PERMITCENTER ISO BUILDING FASCIA SECTIONS & DETAILS D 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION B A REV 1/8/10 7/31/09 DATE IKS IKS CHK'D KRH KRH RESPONSE TO CITY OF TUKWILA CORRECTION Lti IERS ISSUED FOR CITY OF TUKWILA PE1RMITS APP'D REVISION DESCRIPTION tgl King County Department of Natural Resources and Parks Solid Waste Division An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWING INDEX PROJECT NUMBER: 1- 800 -424 -5555 0 0 w ct 0 w CO 0 00 J J U C F- M ce w 0 F— LL 0 c 0 C00405C09 OF: 2 619 DRAWING NUMBER: G012 J z ARC t 1{ , _( URA , CO Iii 1008! Ire: TR A141.__,__ _ISO BUI'LDINI STAIR A142 - TRANSFER, /TSO BUILDING A143 - TRANS! FEE /ISO ' ! AIDING A144 - TRANSFER TS0 BUILDING _ A145 MANSE-FR/ISO BUILDING - A146 -- ISO BUILDING E. EVATOR ELEVATIONS A147 TSO BUILDING- E LEVABON & IONS & • PET E/ TOR N S N A148 TSO BUILDING? ELEVATOR L-HOISTWAY - TAILS A145 -- TSO BUILDING - ELEVATOR CAR -- CENER A,L ARRAN: CLt1E A151 - ISO BUILDING - AREA PLANS - COMPACT? LEM LEVEL A152 - ! RA;l SF E R /TSO BUILDING -- AREA PLANS - EQUIPMENT LEVELS A153 _.- T80 BUILDING E. PIA N ISO A154 r- TO !BUILDING PLAN ISO 1 1 ���C�� r ��..fj i' i;; �-C -I A. 5� �, �.R _t, I.� . _ -._t� TED `/INC LEVELS BUILDING - REFLECTED CL NSFER /TSO BUILDING - REFLECTED =t U`0MENT &. TIPPING LEVELS A158 - Tr-0 BUILDING - r?FFLLCTEE' CEILING PLAN) A159 --- TSO BUILDING - !?E=LECTED CEILING P' -,•N A16 1 TRAvCF?- BUILD � N ERIOR ELF!! PECE � PIING LEVEL C n Al 6L ISO BUILDING R ! TICM EQUIPMENT LE , i-8O BUILD !RITE 3R ELEVATIONS - ISO BUILDING - !I, r-R1C < EL EVATIONS T7'7 BUILDING - INTERIOR ELE;tA:T ION, ISM, B!UILDI NO - ERIOR ELEVATIONS ISO BUILDING _.- SO BUILDINO - TRANS[ ER/ISO i RAl`TSFER/ISO - TRANSFER/TSO BUILDING - TRANSFER/TSO BUILDING - T.rA "'SEER /ISO BUILDING TRANSFER /TSO BOIL DING TRANSFER /TSO B± L; ING Lr A156 -- A157 -- EJ_ L FVFIL It F.'I SIN A163. A164- A1•;5 A166 -1.L, Al 68 At 71 A172 A173 A174 A175 A176 A177 A18`�1 , A182 A183 A184 A185 A186 A187 A188 A191 A193 PLAN` TIP PING &: — INTE BUILDIN ISO BUILDING /TSO BUILDING - TRAIN ` , `mR!TSO, BUILDING PLAN TRANSFER /TSO RV DING WALL DETAILS TRANSFER /TSQ BUILDING - WALL DETAILS SEER /TSO BUILDING DETAILS SEER /TS0 BUILDING -- DETAILS - TRANSLU TF', ,L <5F-y-r) SO BUILDING DETAILS ._. TRr ;l TR,A NSFER / r-c;0 BUILDING IDr T`ILS ASSEMBLIES A194 TRANSFER ISO BUILDING ASSEMBLIE S A195 TRANSFER /TSO BUILDING -- . IMETHANE BARR, A196 - TRANSFER /TSO BUILDING - METHANE BARRIER A197 - TRANSFER /TSO BUILDING - BIRD DETERRENT OFT ,ILS. A198 _- TR. A! JSF BU1LWR /ISO BUILDING - GUTTER & RIDGE A19`9 - `�G WING - -- FINISH 'DE AILS E ;A.TION S IONS D OVERHEAD DOOR r- ETAILS WII\DOW DETAILS WINDOW. • DETAILS TWENINCE DETAILS FIRE - STOPPING DETAIL 1LS !LS __ DETAILS I-Ti'II L t.A_S DETAILS ECU! TS LEVEL TtRrN+� ,S p L 200 SERIES PROCESSING AREA A201 - -- NORTF- PROCESSING AREA - A202 NORTH PROCESSING AREA - A21 1 - NORTH PROCESSING AREA - A221 - NORTH PROCESSING AREA - E.LF /A' IONS & DETAILS A231 -- NORTH PROCESSING AREA - A -81 i. ()R 1 H PROCESSING AREA, ,- R , A: - I� FL�t01� I- ROOF PLAN - EXTERIOR ELEVA.. - BUILDING SEC 1 - WALL SECTIONS. - DETAILS 300 SERIE3 - SCALE FACILITY A.300 SCALE FACILITY - PLAZA PLAN A301 - : `:AGILE FACILITY - FLOOR & REFLECTED CHI P A302 SC -ALE FACILITY ROOF PLAN & DETAILS A303 -._ SCALE FACILITY - METHANE BARRIER PLAN ,A3 y, �SCALE FACILITY [ TOELEVATIQtS N ORTH & SOUTH A312 F__ FACILITY A321 _ (A, __ FACILITY A331 - SCALE ` FACILITY i I TY A361 - SCALLE FACIL !TY A371 - SCALE FACILITY Y A372 - SCALE FACIL ! T„ A381 SCALE FACILITY A391 - `T A,L.I -_ FACILITY EXTERIOR ELEVATIONS • - BUILDING SECTIONS WALL SECTIONS • INTERIOR FLEVATIONS '1 DOOR DETAILS WINDOW D ETA I LS DETAILS • PNEUMATIC UBE SYSTEM D DESIGNED IKS WALL SECTI WEST 4:0C 4401 ANECJUS STRUCTURES. BUILDING -- FLOOR PLAN, REFLECTED CEILING PLAN & METHANE BARMIER PLAN' RECYCLING BUILDING - ROOF=- PLAN & BUILDING SECTIGNS RISC YCL-ING BUILDING - -- EXTERIOR & INTERIOR •ELEVATIONS A404 -- .RECYCLING. BUILDING -- - WALL SECTIONS & • DETAILS L N DSCA1 E 1.00 SIT LI02 L103 L104 X105 -1LJ L107' 108 I s LANG i IL' „E LANDSCAPE PL ANDSG APE- PLAN �Ir'� =n p �I AN ANDSO,A E AN ,NT SCHEDULE AP DRCE 11r-,rf \1 J -' 1. LJ i I: ANDS :'APE 08 AN IES - SITE IRRIGATION 22 - IRRIGATION IRRIC A; LOIN IRRIGATION 104110N n.' T PLAN PLAN PLAN PLAN DE, LT-T u" TREE' f REPLA .,_ U.Z.: _ TREE REPLACEIv'E )ETAILS LENT PLAN I1 LAN r l`Tj',II F1`- CFIANICAL • 10 SERIES GENERAL • N10 i 1 - •IE:. HANICAL._ L_ i NDS • MECHANICAL SCHEDULES . SHEET 1 MECHANICAL SCHEDULES - SHEET 2 MECHANICAL. SCHEDULES - .SHEET 3 M015 - MECHANICAL SCHEDULES - SHEET I.1Ci16 - ':1E_L+I- ANICAI_- SCHEDULES - SHEET 5 M017....-7 • NREC COMPLIANCE AND • MECHANICAL ABBREVIATIONS N 1018 -- •MECI- ANICAL DETAILS l A , 1') IL,. _, m 4: .ER.ES C,1 min 106 ,� n Mf0•I TRANSFER , ND EMPLOYEE BUILDIN R - 'ISO BUILDING COMPACTOR L. _, TIPP!' JC , -CE VNG _ DR AI PLAN - WEST T RANSFF F /TS0 BUILDING COMPACTOR LEVEL/TIPPING /REC LEVEL, DRAINAGE PLAN -- EAST - TRANS LR,'TSO UILDING TIPPING /RECEIVING LEVEL - MECI- ANICAL PLAN - TRANSF R,'TSIu BUILDING TS0 LEVEL TIPPING/ RECEIVING LEVEL UPPER LEVEL_ MEC HANICAL PLAN • TRANSFER, ISO BUILDING MECHANICAL. ROTOR PLAN - TRANSFER, SO BUILDING EXTERIOR ELEVATIONS EAST & - TRANSFER/ T S0 BUILDING ENLARGED ELEVATION AND WALL SECTION 'TRANSFER B,v111 L NORTH- PROCESSING AREA MECHANICAL PLAN - TRANSFER/ SO BUILDING DOWNSPOUT DRAIN, HOSE REEL AND B T ''A 0 ICE r. 0 ISO BUILDING r'LAN TS0 BUILDING PLAN M113 - TSO BUILDING T,,� ! I, i ,Ir ISO BUILDIN TSO BUILDING M115 - TSO BUILDING - ISO BUILDING - TSO BUILDING TS0 BUILDING - TS0 BUILDING DRAINAGE PLAA 22 ISO BUILDING M123 -- TSO BUILDING PLAN M124 ISO BUILDING x,/124A - TRANSFER, TSi PLAN M125 - TSO BUILDING UILL. ING PIPE DROP RISER SUPPORT DETAILS INDATION PLAN ;11'16' M117 f8 M121 v11 26 r \CTS ?R LEVEL ENLA~GED WATER OTOR LEVEL RAINAG'= NLARGED WATER AND DRAINAGE COMPACTOR LEVEL ENLARGED HVAC PLAN OOMPACTOR LEVEL AREA PLUMBING PLAN COMPACTOR LEVEL AREA PLUMBING PLAN COMPACTOR LEVEL AREA HVAC PLAN COMPACTOR LEVEL BUILDING SECTIONS COMPACTOR LEVEL VAULT DETAILS COMPACTOR LEVEL BUILDING SECTIONS TIPPING/ RECEIVING LEVEL . ENLARGED WATER AND TIPPING /RECEIVING LEVEL ENLARGED HVAC PLAN TIPPING /RECEIVING LEVEL ENLARGED PLUMBING TIPPING BID! RECEIVING LEVEL AREA PLUMBING PLANS _DING TIPPING /RECEIVING LEVEL MISTING ROOM TIPPING /RECEIVING LEVEL HPU /DUST AREA PLUMBING PLAN TSO BUILDING TIPPING /RECEIVING LEVEL LOA PLUMBING PLANS TSO BUILDING AREA HVA'O FLAT 10PIN /RECEIVING LI COLLECTOR ING AREA ENLARGED EL HPU /DUST COLLECTOR DRAWN ABG C VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B A REV 6/10/10 1/8/10 1/8/10 7/31/09 DATE IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS IKS IKS IKS CHK'D KRH KRH KRH APP'D MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LIVERS ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION M127 — Nil 128 M129 M131 M132 M i 33 Iv1134 135 I 136 -- M137 38 M139- M141 - M142 - M143 - M144 - M145 - M146 - 47 M148 M151 M152 M153 M154 M155 - M156 - M 161 -- M 16 3 M171 M172 M173 M191 M192 M193 1194 M195 TRANSFER /TSO BUILDING TIPPING /RECEIVING LEVEL DUST COLLECTION SECTIONS TRANSFER /TSO BUILDING TSO ROOF LEVEL SOUTI- ELEVATION HVAC TRANSFER /TSO BUILDING COMPACTOR /LOADING AREA SECTIONS TSO BUILDING ISO LEVEL EN _ARGED WATER AND DRAINAGE PLAN ISO BUILDING TSO LEVEL HVAC FLOOR PLAN - WEST TSO BUILDING TSO LEVEL HVAC FLOOR PLAN - EAST TSO BUILDING TSO LEVEL MECH ROOM ENLARGED HVAC PLANS AND ELEVATIONS TSQ BUILDING TSO LEVEL MECH ROOM ENLARGED PIPING PLANS AND ELEVATION TSO BUILDING TSO LEVEL PLUMBING FLOOR PLAN - WEST ISO BUILDING TSO LEVEL PLUMBING FLOOR PLAN EAST TRANSFER/TS0 BUILDING TSO ROOF LEVEL ENLARGED HVAC PLAN TSO BUILDING MECHANICAL SHAFT SECTIONS AND DETAILS TSO BUILDING TS0 HVAC DIAGRAMS - HYDRONIC AND AIRSIDE TRANSFER /TS0 BUILDING RAINWATER /NPW BOOSTER SYSTEM SCHEMATIC DIAGRAM WASTEWATER DRAINAGE CONTROL AND MONITORING SCHEMATIC DIAGRAMS MISCELLANEOUS CONTROL AND MONITORING SCHEMATIC DIAGRAMS TRANSFER /EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM PART 1 TRANSFER /EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM - PART 2 MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS TRANSFER /TS0 BUILDING WATER SYSTEM SCHEMATIC PART 1 TRANSFER /TSO BUILDING WATER SYSTEM SCHEMATIC - PART 2 TRANSFER /TS0 BUILDING WATER SYSTEM SCHEMATIC PART 3 TRANSFER /TS0 BUILDING WATER SYSTEM SCHEMATIC PART 4 TRANSFER /TSO BUILDING DRAINAGE SYSTEM SCHEMATIC TRANSFER /TS0 BUILDING WASTE AND VENT RISER DIAGRAM TRANSFER/EMPLOYEE BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS PLAN TRANSFER /TSO BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS SECTION TRANSFER /TSO BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS SCHEMATIC TRANSFER /TSO BUILDING RAINWATER VAULTS TRANSFER /TS0 BUILDING 'TIRE_WASH /RAINWATER PLAN TRANSFER /TS0 BUILDING TIRE WASH VAULT PLANS AND SECTIONS TRANSFER /TSO BUILDING FIRE SPRINKLER PLAN AND CRITERIA TSO BUILDING COMPACTOR LEVEL FIRE SPRINKLER PLAN TRANSFER /TSO BUILDING TIPPING /RECEIVING LEVEL FIRE SPRINKLER PLAN TRANSFER /TS0 BUILDING TSO LEVEL /TIPPING /RECEIVING UPPER LEVEL FIRE SPRINKLER PLAN FIRE PROTECTION SPRINKLER SYSTEM SCHEMATIC DIAGRAMS 300 SERIES - SCALE FACILITY M301 SCALE FACILITY PLUMBING PLANS M302 SCALE FACILITY HVAC PLANS M30.3 -- SCALE FACILITY 1-VAC SECTIONS 400 SERIES MISCELLANEOUS STRUCTURES M401 - RECYCLING BUILDING HVAC & PLUMBING PLANS AND PIPING DIAGRAM M431 - FUELING STATION PLAN M432 - FUELING STATION SECTION IS ELECTRICAL . 10 -50 SERIES - GENERAL E011 -- STANDARD ELECTRICAL SYMBOLS AND ABBREVIATIONS 8012 - LUMINAIRE SCE -EDULE E013 ENERGY COMPLIANCE FORMS - LIGHTING 8014 - ELECTRICAL ONE -LINE DIAGRAM POWER 8015 - GAS MONITORING SCHEMATICS c0 1 T E •M`i N S I 4G: M 8017 -- TRANSFER/TS0 & SCALE FACILITY INTRUSION, FIRE ALARM & DETECTION DIAGRAMS & DETAILS 8021 E022 E023 8024 E030 8031 E032 S - ELECTRICAL SCHEDULES PANEL SCHEDULES - ELECTRICAL SCHEDULES - PANEL SCHEDULES - ELECTRICAL SCHEDULES - EQUIPMENT CONNECTION SCHEDULES - ELECTRICAL SCHEDULES - CONDUIT SCHEDULES - ELECTRICAL SITE PLAN - LIGF -TINE ELECTRICAL SITE PLAN POWER & SIGNAL - TRANSFER/TS0 BUILDING - GROUNDING FLOOR PLAN - ELECTRICAL 8040 - ELECTRICAL DETAILS - SITE E041 ELECTRICAL DETAILS - SITE E042 - ELECTRICAL DETAILS GROUNDING /LIGHTNING PROTECTION SYSTEM E043 ELECTRICAL SECTIONS - LIGHTNING PROTECTION E044 -- ELECTRICAL DETAILS - GROUNDING /LIGHTNING PROTECTION SYSTEM 8045 -- ELECTRICAL DETAILS - LIGHTING 1111. King County Department of Natural Resources and Parks Solid Waste Division 8046 - ELECTRICAL DETAILS 8047 ELECTRICAL DETAILS [048 - TRANSFER /TS0 BUILDING ELECTRICAL STAIR SECTIONS E049 TRANSFER /TSO BUILDING ELECTRICAL ROOM SECTIONS E5 0 0 - TS0 BUILDING -- ENLARGED ELECTRICAL ROOM PLAN - COMPACTOR: LEVEL [051 TSO BUILDING ENLARGED ROOF & PENTHOUSE PLANS ELECTRICAL E052 - ELECTRICAL. DETAILS - TELECOM 60 -70 SERIES - INSTRUMENTATION E060 INSTRUMENTATION SYMBOLS & ABBREV!A IONS E061 - INSTRUMENTATION SITE PLAN E062 INSTRUMENTATION TRANSFER BUILDING FLOOR PLANS E063 - INSTRUMENTATION ENLARGED AREA PLANS #2 8064 - PROCESS & INSTRUMENTATION DIAGRAM E065 PROCESS & INSTRUMENTATION DIAGRAM [066 - PROCESS & INSTRUMENTATION DIAGRAM :#3 E067 - PROCESS & INSTRUMENTATION DIAGRAM #4 E068 PROCESS & INSTRUMENTATION DIAGRAM 5, 8069 - PROCESS & INSTRUMENTATION DIAGRAM'€ [070 - PROCESS & INSTRUMENTATION DIAGRAM #7 [071 - MAIN CONTROL PANEL 'MCP' - DETAILS AND SCH:DI E072 MAIN CONTROL PANEL 'MCP' - POWER DISTRIBUTION DIAGRAM 8073 - TYPICAL DISCRETE I/O WIRING DIAGRAMS E074 TYPICAL ANALOG I/O WIRING DIAGRAMS 8075 - I\ISTRUMEE NTATION DETAILS E076 CONTROL SYSTEM BLOCK DIAGRAM 8077 -- INSTRUMENTATION CONDUIT AND WIRE . SCHEDULE 830s .8302 E303 - SCALE FACILITY FLOOR & ROOF PLANS EL.EC' +T RICA I._ SCALE FACILITY AlIIC AND -OUNDATION PLAN -- ELECTRICAL SCALE FACILITY ELECTRICAL DETAILS 400 SE TIE -S -- MISCELLANEOUS STRUCTURES E401 - -- RECYCLING BUILDING FLOOR PLANS - ELECTRICAL E431 -- FUELING STATION ELECTRICAL PLAN ART WORK AW001 - ARTWORK SUPPORT SITE PLAN AW002 ARTWORK. SUPPORT FOUNDATION PLAN AW003 ARTWORK SUPPORT FRA MING PLAN AW004 — ARTWORK SUPPORT FOUNDATION DETAILS AW005 - ARTWORK SUPPORT DETAILS ES WIRIN 100 SERIES - TRANSFER /TS0 BUILDING 8101 - TRANSFER /TSO BUILDING POWER & SIGNAL PLAN - CO, 11- 'ACTOR LEVEL 8102 - TRANSFER/TS0 BUILDING POWER & S!CNN. s 'LAN TIPPING /RECEVING LEVEL 8103 TRANSFER/ TSO BUILDING POWER & SIGNAL PLAN -- TSO L.F. \DEL 8104 - TRANSFER /TSO BUILDING ROOF PLAN - ELECTRICAL 8105 - TSO BUILDING ENLARGED FLOOR PLAN -- POWER AND SIGNAL: COMPACTOR LEVEL 8106 - TS0 BUILDING - ENLARGED FLOOR PLAN - P ER AND SIGNAL - COMPACTOR LEVEL E107 - ISO BUILDING -- ENLARGED FLOOR COMPACTOR LEVEL [108 - ISO BUILDING - ENLARGED FLOOR PLAIN - PLOWER & SIGNAL EQUIPMENT & LOADING LEVELS 8109 - TS0 BUILDING - ENLARGED FLOOR PLAN - POWER & SIGNAL EQUIPMENT & LOADING LEVELS 8110 - TSO BUILDING - ENLARGED FLOOR PLAN --- POt ,1ER & ;CC }NA EQUIPMENT & LOADING LEVELS 8111 - TS0 BUILDING - ENLARGED FLOOR PLAN POWER EQUIPMENT & LOADING LEVELS 8112 TRANSFER BUILDING - ENLARGED FLOOR SIGNAL - EQUIPMENT & LOADING LEVELS [113 - TRANSFER BUILDING ENLARGED FLOOR PLAN P OWER & SIGNAL - EQUIPMENT & LOADING LEVELS 8114 - TRANSFER BUILDING ENLARGED FLOOR PLAN -- POWER & SIGNAL - EQUIPMENT & LOADING LEVELS E115 - TSO BUILDING - ENLARGED FLOOR PLAN -- POWER AND SIGNAL TSO LEVEL E116 TSO BUILDING ENLARGED FLOOR PLAN POWER AND SIGNAL ISO LEVEL 8151 - TSO BUILDING FLOOR PLAN - LIGHTING -- COM E152 - ISO & TRANSFER BUILDING FLOOR PLAN -- LIG EQUIPMENT & LOADING LEVELS 8153 TSO BUILDING FLOOR PLAN LIGHTING TSO LEVEL E155 - TSO BUILDING - ENLARGED FLOOR PLAN -- LIGHTING COMPACTOR LEVEL 8156 - TS0 BUILDING ENLARGED FLOOR PLAN - LIGHTING COMPACTOR LEVEL [157 - TSO BUILDING ENLARGED FLOOR PLAN - LIGHTING COMPACTOR LEVEL [158 TSO & TRANSFER BUILDING - ENLARGED FLOOR PLAN -- LI GBITING - EQUIPMENT & LOADING LEVELS [159 TSO BUILDING - ENLARGED FLOOR PLAN - LIGHTING EQUIPMENT & LOADING LEVELS E160 -ISO BUILDING ENLARGED FLOOR PLAN -- LIGHTING - EQUIPMENT & LOADING LEVELS 8161 - TSO & TRANSFER BUILDING - ENLARGED FLOOR PLAN - LIGHTING - EQUIPMENT & LOADING LEVELS [169 TSO BUILDING - ENLARGED FLOOR PLAN - LIGHTING - TSO LEVEL 8170 TSO BUILDING ENLARGED FLOOR PLAN - LIGHTING - TSO LEVEL PL_ POWER AND A A,CTOR LEVEL TINE 300 SERIES - SCALE FACILITY 8300 - SCALE FACILITY PLAZA PLAN An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695- 4700 CODEuumruPAIGE APPROyEp AUG 1 0 2010 BOLDING QIVL4UIN boc - l (12 6 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT INDEX RECEIVED JUN 14 2010 PERMITCENTER PROJECT NUMBER: C00405C09 SHT. OF: 619 DRAWING NUMBER: G013 1- 800 -424 -5555 0 0 w 0 L1 w m ce 0 00 J 0 co F- M w 0 LL L.L.. w J Vrr� LL SYMBOLS SURVEY CONTROL LI\ CIVIL CONTROL POINT ROAD GEOMETRY POINT STRUCTURAL ANGLE POINT GRADING CONTROL POINT BORE HOLE SIGN ROCKERY EVERGREEN TREE 0 DECIDIOUS TREE 2.5% w 0 0 0 n CUT /FILL SLOPE GRADE INDICATOR DRAINAGE INDICATOR FIRE HYDRANT EXISTING WATER METER EXISTING WATER VAULT EXISTING WATER VALVE WATER VALVE EXISTING STORM DRAIN CATCH BASIN EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING YARD DRAIN STORM DRAIN CATCH BASIN TYPE 1 STORM DRAIN CATCH BASIN TYPE 2 WITH GRATE STORM DRAIN CATCH BASIN TYPE 2 WITH SOLID LID/ SANITARY SEWER MANHOLE ANCHOR BLOCK CULVERT FLOW DIRECTION TEMPORARY OUTLET PROTECTION EXISTING YARD LIGHT EXISTING LUMINAIRE EXISTING UTILITY POLE EXISTING ELECTRICAL EQUIPMENT LIGHT POLE BASE ELECTRICAL VAULT PIPE OR CONDUIT CAP FENCE GATE SENSITIVE AREA CONTROL POINT LINETYPES E E w_.._ T T P E PW PW-- PW--- PW--- sS ss ss ss SD— SD— SDSD— D D D D UD UD UD TSD TSD TSD A C-- >C — >C —> — >P— >P— >P-- -> —> T — > T — > T --> MAJOR 250—MN!()R 248 MMIN11•1111111 INN MI MI NM 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 CONT RACTOR. TRAFFIC, ONE -WAY COMM ERCIAL AND SELF -HAUL TRAFFIC ONE —WAY TRANSFER STATION OPERATIONS TRAFFIC, ONE —WAY REMOVE OBJECT EXISTING GROUND (PROFILE) CONTOURS RETAINING WALL SILT FENCE ORANGE SAFETY FENCE GEOTEXTILE GEOTEXTILE DRAIN MAT PIPE SLOPE DRAIN (TESL PLANS ONLY) GRIND LINE GUARDRAIL GRADE BREAK LINE DEMOLITION FOOTPRINT BOUNDARY ASV AUG 102O �TLIS !tflwING THESE LINETYPES ARE USED IN COMBINATION TO SHOW COMBINED TRAFFIC LANES MATERIALS /// W * W 4, 4, 4' 4, 4, 4, 1014 was• )a ook/ ooU 2oaoodo ,p a spy .•C�A� °rte C�: m111111 E-111111.1 IIIIII- IIIIII =III DEMOLITION /REMOVAL (PLAN) WETLAND AREA (PLAN) HMA SURFACE (PLAN) HMA PAVEMENT (SECTION) CONCRETE (PLAN AND SECTION) GRAVEL BORROW (SECTION) EMBANKMENT FILL (SECTION) NATIVE SOIL (SECTION) SAND /CDF (SECTION) UGHTWEIGHT BACKFILL (SECTION) BENTONITE (SECTION) QUARRY SPALLS (PLAN AND SECTION) PIPE BEDDING (SECTION) CSTC (SECTION) CSBC (SECTION) GRAVEL BACKFILL (SECTION) GRAVEL BACKFILL FOR DRAINS (SECTION) GRAVEL SURFACE (PLAN) TOPSOIL APPROXIMATE AREAS TO BE COVER WITH STRAW OR OTHER APPROVED GROUND COVER BMPPRIOR TO COMPLETION OF WORK APPROXIMATE AREAS TO BE COVER WITH PLASTIC SHEETING FOR LONG TERM SOIL COVER PRIOR TO COMPLETION OF WORK TYPICAL SECTION AND DETAIL REFERENCE SYSTEM SECTION CUT ON DWG 4 AND SHOWN ON 5: ON DWG 5 THIS SECTION IS IDENTIFIED AS: SECTION CUT ON DWG 4 AND SHOWN ON 4: SECTION LETTER D69%. 1W, DWG ON WHICH SECTION APPEARS DWG ON WHICH SECTION IS CUT SECTION LETTER SECTION APPEARS ON SAME DWG AS CUT RECEIVED JUN 14 2010 PERIVITCENTER DETAILS ARE REFERENCED IN A SIMILAR MANNER EXISTINGCEPT NUMBERS ARE USED INSTEAD OF LETTERS DESIGNED IKS DRAWN ABG D 6/10/10 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 1" C 8 A REV 1/8/10 1/8/10 7/31/09 IKS IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS IKS IKS KRH KRH KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and. Parks Solid Waste Division An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT LEGEND PROJECT NUMBER: 1- 800 -424 -5555 CALL 48 HOURS BEFORE YOU DIG C00405C09 OF: 4 619 DRAWING NUMBER: G014 01 6 LID v 0 LJ �0 0 CL 0 v 0 v v 0 0 0 a 0 0 a W J 0 CO CD0 0 OD 0 v i 1 OD E N 0 0 N ri 0 w w w ot ABBREVIATIONS AT AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AB ANCHOR BOLT(S) ABS ACRYLONITRILE BUTADIENE STYRENE ABV ABOVE AC ASPHALT CONCRETE, ABOVE COUNTER ACB AUTOMATIC CIRCUIT BREAKER ACI AMERICAN CONRETE INSTITUTE ACOUST ACOUSTICAL ACP ASPHALT CONCRETE PAVEMENT AD ALGEBRAIC DIFFERENCE ADA AMERICANS WITH DISABILITIES ACT ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR ALUM ALUMINUM APPROX APPROXIMATE ARCH ARCHITECTURAL ASSY ASSEMBLY ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ATB ASPHALT TREATED BASE ATS AUTOMATIC TRANSFER SWITCH AVE AVENUE 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 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 DF DI DIA DIM DO DPR DS DT DWG DWLS E EA ECC ED EEWS EF EFCP EL, ELEV ELEC ENTR EOP EPDM EQ SP EQUIP ESC ETC ETM EVC EVCE EVCS EW EXH EXIST EXP EXT F FCA FCO FD FDC FDN FEX FF FFE FG FH FHA FIN FIN GRD FL FLG FLR FLT FM FO FOC FOM FOR FOS FP FRIDGE FRP FS FT FTG FW G GA GAL GALV GE GEN GFCI GL GND GPM GV GWB GYP HB HC HDPE HI DRINKING FOUNTAIN DUCTILE IRON DIAMETER DIMENSION DOWN DAMPER DOWNSTREAM, DOWNSPOUT DOUBLE TEE DRAWING DOWELS EAST EACH, EXHAUST AIR ECCENTRIC EQUIPMENT DRAIN EMERGENCY EYE WASH STATION EACH FACE, EXHAUST FAN EXHAUST FAN CONTROL PANEL ELEVATION ELECTRICAL ENTRANCE EDGE OF PAVEMENT ETHYLENE PROPYLENE DIENE MONOMER EQUAL SPACING EQUIPMENT EROSION AND SEDIMENT CONTROL ET CETERA ELAPSED TIME METER END VERTICAL CURVE END VERTICAL CURVE ELEVATION END VERTICAL CURVE STATION EACH WAY EXHAUST EXISTING EXPANSION EXTERIOR FOOTING FLANGED COUPLING ADAPTER FLOOR CLEANOUT FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FINISHED FLOOR, FAR FACE FINISHED FLOOR ELEVATION FINISHED GRADE FIRE HYDRANT FIRE HYDRANT ASSEMBLY FINISHED FINISHED GRADE FLANGE FLANGE OR FLANGED FLOOR FILTER FORCE MAIN FACE OF FACE OF CONCRETE FACE OF MASONRY FUEL OIL RETURN FUEL OIL SUPPLY, FACE OF STEEL FIREPROOF REFRIGERATOR FIBER REINFORCED PLASTIC FAR SIDE, FLOAT SWITCH, FLOW SWITCH FOOT OR FEET FOOTING FIRE WATER GRATING GAUGE, GAGE GALLON GALVANIZED GRATE ELEVATION GENERAL GROUND FAULT CIRCUIT INTERRUPT GLASS, GLAZING GROUND GALLONS PER MINUTE GATE VALVE GYPSUM WALL BOARD GYPSUM HOSE BIBB HOLLOW CORE, HANDICAP HIGH DENSITY POLYETHYLENE HIGH HK HMA HM HORIZ HPU HRP HRW HT HW HWD HWT HWY HYD —5 D E N NC NFO NSUL NT NV SR W WWTF JAN JT L LA LAV LB LCB LCK LF LG LL LLH LLV LP LSL LT LVR MAN MATL MAX MB MBC MCC MCP MDO MECH MEZZ MFR MGMT MH MI MIN MISC MJ MON MRGWB MSL MSS MTD MTL N N/A NAT NE NGPA NIC NO NOM NPA NPW NS NTS NW OC OCC OD HOOK HOT MIX ASPHALT HOLLOW METAL HORIZONTAL HYDRAULIC POWER UNIT PEDESTAL — MOUNTED HOSE REEL WALL — MOUNTED HOSE REEL HEIGHT HOT WATER HIGHLINE WATER DISTRICT HOT WATER TANK HIGHWAY HYDRANT NTERSTATE 5 NSIDE DIAMETER NVERT ELEVATION NCHES NCLUDING NFORMATION NSULATION NTERIOR NVERT NTRINSICALLY SAFE RELAY RRIGATION WATER NDUSTRIAL WASTEWATER TREATMENT FACILITY JANITOR JOINT LEACHATE, LENGTH, ANGLE LEASE AREA LAVATORY POUND LEACHATE CATCH BASIN LOCKER LINEAR FEET LANDFILL GAS LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LOW POINT LONG SLOTTED HOLE LEFT, LIGHT LOUVER MANUFACTURER MATERIAL MAXIMUM MOLLY BOLT METAL BUILDING CONTRACTOR MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTOR MEDIUM DENSITY OVERLAY MECHANICAL MEZZANINE MANUFACTURER MANAGEMENT MANHOLE MALLEABLE IRON MINIMUM MISCELLANEOUS MECHANICAL JOINT MONUMENT MOISTURE RESISTENT GYPSUM WALLBOARD MEAN SEA LEVEL MANUFACTURER'S STANDARDIZATION SYSTEM MOUNTED METAL NORTH NOT APPLICABLE NATURAL NORTHEAST NATURAL GROWTH PROTECTION AREA NOT IN CONTRACT NUMBER NOMINAL NORTH PROCESSING AREA NON— POTABLE WATER NEAR SIDE NOT TO SCALE NORTHWEST ON CENTER, OVER CURRENT OCCUPANTS OUTSIDE DIAMETER ODL ODH OH OL OPNG OPP OPS OS &Y OSA OWS P —LAM PB PBS PC PCF PDC PDH PDV PE PENET PERF PH PI PIV PJ PKWY PL PLAS PLC PLT POC PR PRC PRV PSE PSF PSI PT PV PVA PVC PVDF PVI PVMT PW 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 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 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/0 WA WC WC(E) WCO WD WH WHS WNDW WNP WP WQ WR SINGLE SLAB ON GRADE SPARE, SPACING, SITE PREPARATION SOUTH PROCESSING AREA SPECIFICATION SQUARE STATE ROUTE SANITARY SEWER SANITARY SEWER /INDUSTRIAL SHORT SLOTTED HOLE SANITARY SEWER MANHOLE STANDING SEAM ROOF STAINLESS STEEL SOUTH SOLID WASTE AREA STREET STATION SOUND TRANSMISSION COEFFICIENT STANDARD STEEL STRUCT STRUCTURAL SUPPORT SUSPENDED SOUTHWEST, SPRAY WATER STORM WATER PIPE TANGENT, TOP, TOWNSHIP, TREAD TOP & BOTTOM TO BE DETERMINED TRENCH DRAIN TEMPORARY TEMPORARY EROSION AND SEDIMENT CONTROL THICK TOP OF TOP OF CONCRETE TOP OF FOOTING TOP OF GRATE TOP OF MASONRY TOP OF STEEL TOP OF WALL TREATED TUBE STEEL TEMPORARY STORM DRAIN TRANSFER STATION OPERATORS TELEPHONE TERMINAL BOARD TRANSIENT VOLTAGE SURGE SUPPRESSOR TYPICAL UNIFORM BUILDING CODE UNDER DRAIN UNDERDRAIN COLLECTION PIPE UNDERGROUND UNIT HEATER ULTRA HIGH MOLECULAR WEIGHT UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE UTILITY POLE URINAL UPSTREAM UNDERGROUND TELEPHONE UTILITY YARD HYDRANT VENT VOLTS ALTERNATING CURRENT VERTICAL CURVE VINYL COMPOSITION TILE VOLTS DIRECT CURRENT VERTICAL VESTIBULE VENEER VERTICAL POINT OF INTERSECTION VENT THRU ROOF WEST, WATER, WALL WITH WITHOUT WATER WATER CLOSET EXHAUST WALL CAP WALL CLEANOUT WOOD WATER HEATER WELDED HEADED STUD WINDOW WATER NONPOTABLE WORK POINT, WEATHER PROOF WATER QUALITY WATER RESISTANT WS WSDOT WTS WW WWF X STRONG XFMR YD WATER STOP WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WELDED THREADED STUD WASTEWATER WELDED WIRE FABRIC EXTRA STRONG TRANSFORMER YARD OO REVIEWED FOR COMPLIANCE APPROVED AUG 1 2010 City of Tukwila BUILDING DIViRlfl Doct, && RECEIVED JUN 14 2010 PPRMITCENTEF IKS DRAWN ABG D 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B A 1/8/10 7/31/09 IKS IKS KRH KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION Lig King County Department of Natural Resources and Parks Solid Waste Division ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ABBREVIATIONS PROJECT NUMBER: C00405C09 SHT. OF: 5 619 DRAWING NUMBER: G015 0 0 w 0 LL w m 0 00 U w 0_ —J LL 0 U 0 LL 0 w (�)) V ) z LL '250 230 - 220 ._ ._220 o� • 270 '260 -- SO O N14• /5,43„E N10'17'461 ,158.41' N09'44'37"E 57.14' SECTION 35, TOWNSHIP 23N, RANGE 4E INTERSTATE ORTHB0 LW 2445 +33.3 (215' RT) N 161925.88 E 1285046.93 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. MILESTONE 1 AND 2 JOINT USE AREA 0 0 280 CONSTRUCTION LIMIT POINTS IL. POINT NORTHING EASTING DESCRIPTION 1 160565.38 1284825.91 2 160596.60 1284824.97 3 160689.57 1284880.73 START OF EXISTING FENCE 4 161414.24 1284980.38 START ALONG FACE WALL A 5 162425.03 1285134.39 END ALONG FACE WALL A 6 162460.34 1285179.49 START ALONG FACE WALL D 7 162468.93 1285287.10 END ALONG FACE WALL D 8 162425.15 1285385.38 START ALONG FACE WALL C 9 162086.77 1285546.55 END ALONG FACE WALL C 10 161672.90 1285870.86 AT PROPERTY LINE 11 161198.36 1285832.01 AT PROPERTY LINE 12 161088.38 1284969.08 AT FENCELINE 13 161226.77 1285034.83 AT FENCELINE 14 160851.96 1284972.77 15 160695.10 1284955.82 16 160557.62 1284907.27 17 160501.37 1284870.35 DESIGNED F84OER R' /SooTy • CFNTeR IKS DRAWN JF D C 6/10/10 1/8/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 8 A REV 1/8/10 7/31/09 DATE IKS IKS CHK'D KRH KRH 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 PLAN CONSTRUCTION LIMITS SCALE: 1"=100' ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 GENERAL NOTES, CONTINUED 5. CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUREMENTS. 6. CONTRACTOR SHALL MAINTAIN THE PERMITS, THE CONTRACT DOCUMENTS, A CURRENT COPY OF THE CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN CONSTRUCTION STANDARDS AND A COPY OF THE HIGHLINE WATER DISTRICT DESIGN, DEVELOPMENT AND CONSTRUCTION STANDARDS FOR EXTENSIONS TO THE WATER SYSTEM AT THE JOB SITE. 7. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PREAPPROVAL FROM THE OWNER'S PROJECT REPRESENTATIVE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. MAINTAIN A SET OF THESE APPROVED PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. ALL SURVEYING SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO WSDOT HORIZONTAL CONTROL MONUMENTS. LW 2455 +00.0 9. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED (215' RT) DUE TO CONSTRUCTION. 10. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. 11. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11. REVIEWED FOR 7;-; E COMPLIANCE co APPROVED ' AUG 102010 CityofTUkt* BUILDING DIVIRION LW 2455 +00.0 (700' RT) B. PRIOR TO ANY ACTIVITY IN CITY OF TUKWILA RIGHT -OF -WAY, THE CONTRACTOR SHALL PROVIDE THE CITY OF TUKWILA A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN CONTRACTOR HAS PERMISSION FROM THE OWNER AND THE CITY OF TUKWILA DIRECTOR TO CLOSE AN ACCESS. D. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. E. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. 12. CONTRACTOR SHALL FLAG CONSTRUCTION LIMITS. 13. JOINT USE AREAS WITHIN THE PROJECT SITE, AS SHOWN IN THE DRAWINGS, MAY BE USED BY THE OWNER, THE CONTRACTOR AND ITS SUBCONTRACTOR OR SUPPLIERS, AND THE TRANSFER STATION CUSTOMERS. CONTRACTOR MAY USE THESE JOINT USE AREAS FOR SUCH ACTIVITIES AS DESCRIBED IN THE SITE TRAFFIC MANAGEMENT AND CONTRACTOR STAGING PLANS AS SHOWN IN THE DRAWINGS. SUCH ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO, CONTRACTOR PARKING AND STAGING, EGRESS AND INGRESS OF MATERIALS AND EQUIPMENT, DEMOLITION, PAVING, AND STRIPING. THE OWNER AND TRANSFER STATION CUSTOMERS MAY USE THESE JOINT AREAS FOR ON -GOING TRANSFER STATION OPERATIONS. JOINT USE AREAS WILL BE MANAGED BY THE OWNER. CONTRACTOR SHALL MAINTAIN SOLE RESPONSIBILITY AND CONTROL FOR THEIR OPERATIONS WITHIN THE JOINT USE AREAS. 1"=100' -0" 100 0 RECEIVED. JUN 14 2010 PERMIT GENTEF 100 200 Scale BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT GENERAL NOTES AND PROJECT AREA BOUNDARY Feet PROJECT NUMBER: C00405C09 SHT. OF: 6 619 DRAWING NUMBER: G016 1- 800 -424 -5555 0 0 >- w 0 LL w m 0 co J J 0 (1) Ct w 0 LL 0 U O LL 0 w VJ J Z LL 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. EXISTING EXISTING FREE RECYCLING AREA EXISTING TIRE WASH -'27 250 -- . - 220 _- _< -230 REVIEWED FOR COMPLIANCE APPROVED AUG 102010 City ot Tukwila BUILDING DIVISION 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. HC 17 -7 (WSDOT) APPROX 1/2 MILE NORTH -- - - - -280 EXISTING D -280 - 00839 -20000 Bow Lake CONTROL POINT TABLE ID # NORTHING HC 17 -7 (WSDOT)* 165,203.5902 HC 17 -8 (WSDOT) 161,774.6040 * NOT SHOWN ON PLANS e0/910 DESIGNED EASTING 1,285,446.2510 1,285,016.9050 IKS ELEV. 286.500' 290.711' EXISTING SURFACE WATER DETENTION VAULT 7 EXISTING SURFACE WATER QUALITY TREATMENT VAULT HOLDING TANK 40 DRAWN JF D 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 A 7/31/09 IKS IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION cF/P /Pogo DRIVING RANGE L411 King County Department of Natural Resources and Parks Solid Waste Division PLAN EXISTING CONDITIONS AND SURVEY CONTROL SCALE: 1" = 80' RIVUF CK An SAIC Company coq -- [(0(0 R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 80 1"=80'-0" 0 1 RECEIVED JUN 14 2010 PERMIT CENTER 80 160 Scale BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT EXISTING CONDITIONS AND SURVEY CONTROL Feet PROJECT NUMBER: C00405C09 SHT. OF: 7 619 DRAWING NUMBER: G017 LC) ILO Ln LC) CD CV 1 Oo 1 O ww 0 u_ w m 0 co U ( ) I— LL w 0 t— LL O 0 0 0 w U) VJ z EXIS'f`ItiG_ FRF E RECYCLING~ARE ti 280 SITE ENTRANCE EXISTING CELL /— TOWER ACCESS ROAD GENERAL NOTES 1. BUILDING LOCATIONS ARE AS FOLLOWS. BUILDING SURVEY CONTROLS TRANSFER/TSO BUILDING: GRID REFERENCE INTERSECTION A/11 N 162085.845, E 1285191.512 GRID ROTATION: 73.39 SCALE FACILITY: GRID REFERENCE INTERSECTION A/1 N 161535.380, E 1285094.790 GRID ROTATION: 87.21 RECYCLING BUILDING: SOUTHWEST CORNER N 161754.555, E 1285241.611 NORTHWEST CORNER N 161794.764, E 1285286.144 0 Q_ cV) a) ao 0 0 0 0 .B 0 W 1- - 00839 -20000 Bow v N v co N O O N REENBERGAB Sbo CFN��R F �Ro PROPERTY BOUNDARY SOUT ROCESSIN AREA BUILDING kifil 2a 1.-41411Alril 8 250 EXI : N:ATER 7'?.---7 WASTE 240 TNK 235 230 \ 248 220 215 _� --f 210 205 200 195 190 785 180 »5� FUELING FACILITY AND ENGINE GENERATOR SET ----N____/ EXISTING SURrAC DETENTION VAULT E ThEVIEWED AANCE OVER AUG 10 2010 2 w 0 1- 800 - 424 -5555 0 CD 0 w r 0 LL w m 0 CO J J U City of Tukwila ILDING DIV1,41r�A� PLAN DRIVING RANGE SITE GRADING SCALE: 1" = 80' 9 VP DESIGNED DRNNN IKS ABG D C 6/10/10 1/8/10 IKS IKS KRH KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A REV 7/31/09 DATE IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division ECI( 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 RECEIVED JUN . 4 2010 PERMIT CENTEk 80 160 Feet PROJECT NUMBER: C00405C09 SHT. OF: 8 619 DRAWING NUMBER: G018 U 1..1.E 0 0 w J z LL GREENBERGAB ►►►UDD I> poop • I ++ X LTELr +of +d X +j + + ■ ► ++ X, X r� Ob»o . \,•)1(.11-1. �+ }+ ►� + + +x:.x x ;x`. x x.X X •x ' 1.1 + D + bObbbUb�bbjbi Dp ► , , • "I ++ Do ►► ► SECTION 35, TOWNSHIP 23N, RANGE 4E > > • x ;? F-∎++ ■ • D D+. ■ a 9E■i:0a a • ■'rig+ HL+ • X;X+ E x, X; • d. ■ b. X X `■ X x x,XS. DD x a D ► a'■ D • ■ ' D °. D +o" 0 n x ❑ x ❑ x ❑ x x x x O 0u❑ >C I ►o + D:I) - L7�. > >> p.A A La 0 O r> JD D > Y'vpD U .1. DDpP9' L7 ppD D,, SOUTH PROCESSING AREA TRANSFER/ ISO BUILDING EAST SLOPE FILL AREA TRANSFER TRAILER YARD CODE REVIEVVED FOR COMPLIANCE APPROVED AUG 1 0 2010 CO' of Tukwila BUILDING plank! PLAN Dopy i(0 (00 50 1"=5C-0" RECEIVED JUN 14 2010 PERMIT CENTEF 50 Scale Feet 100 DESIGNED M. LEONARD DRAWN S. HESS D 6/10/10 FINAL ISSUED FOR CITY OF TUKWILA PERMITS 1/8/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 A 11/17/09 ISSUED FOR FINAL INTER — DISCIPLINARY REVIEW REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division MLA Engineering, plIc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARTWORK SUPPORT SITE PLAN PROJECT NUMBER: C00405C09 SHT. OF: 615 619 DRAWING NUMBER: AWOO1 1- 800 -424 -5555 01 0 U 0 dr 0 .0 0 0 v) N N eF 0 w CO w w „ #5 © 12" OC, EW, T &B 4 -O$ 4' -10$" #5 ® 12" OC, EW, T &B PC -A (TOP OF PILE CAP - ELEV 263' -0 ") FOUNDATION PLAN SITE PLAN SCALE 3/8 " =1' -O" -PC-B (TOP OF PILE CAP - ELEV 258' -0 ") DESIGNED M. LEONARD >N 18' NOTES: 1. PILES /PILE CAPS SHALL BE 4,000PSI CONCRETE WITH A MAXIMUM W/C RATIO OF 0.40 AND 3/4" MAXIMUM AGGREGATE SIZE. 2. CONCRETE PILES /PILE CAPS SHALL REACH DESIGN STRENGTH PRIOR TO STRESSING CABLES. 3. PLACE PILE CAP REINFORCING IN THE FOLLOWING SEQUENCE: N -S BOTTOM REINFORCING E -W BOTTOM REINFORCING E -W TOP REINFORCING N -S TOP REINFORCING 4. REFER TO C133 AND C137 FOR WORK POINT WP -x LOCATIONS. 5. PILE CAPS ARE DESIGNATED BY "PC -x ". 6. PILES ARE DESIGNATED BY 7. VERIFY PILE CAPS ARE A MINIMUM 1' -0" BELOW FINISH GRADE. 3' -1$ 3'--A1 -1 REVIEWED FOR- - DODECOMpWgNCE APPROVED AUG 1 o 2010 �Yof Tukwila BUILDING DIVISION PC -E (TOP OF PILE CAP - ELEV 263' -0 ") #5 © 12" 00, EW, T &B PC -D (TOP OF PILE CAP - ELEV 261' -6 ") cis- PC -C (TOP OF PILE CAP - ELEV 258 -0 ") 'RECEIVED JUN 14 2010 0ERMIT CENTEllt DRAWN S. HESS D 6/10/10 FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 A 11/17/09 ISSUED FOR FINAL INTER — DISCIPLINARY REVIEW REV DATE CHK'D APP'D REVISION DESCRIPTION ' 11 King Courtly Department of Natural Resources and Parks Solid Waste Division MLA Engineering, plIc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARTWORK SUPPORT FOUNDATION PLAN PROJECT NUMBER: C00405C09 SHT. OF: 616 619 DRAWING NUMBER: AW002 1- 800 -424 -5555 0 0 w 0 LL w CO 0 00 'Cr J 0 0 0 LL 0 w VJ J z LL v 0 v do v 0 0 0 0 c 0 .N v tn N Y J 0 0 o v E 0. CD cV N C HSS 4x0.31 HSS 8.625x0.625 1" DIA STAINLESS STEEL CABLE 15'- " 6'- „ ELEV 288' -0" 19' -5 ?" T(P HSS 4x0.313 ELEV 288' -0" 1" DIA STAINLESS STEEL CABLE 1" DIA STAINLESS STEEL CABLE HSS 8.625x0.625 _11" 2 "0 STD PIPE, TYP 20' -1 7,, , HSS 8.625x0.625 HSS 4x0.313 ELEV 288' -0" HSS 4x0.313 HSS 8.625x0.625 1 - �WP -B� ELEV 288' -0" 1" DIA STAINLESS STEEL CABLE 1„ 7 TYP FRAMING PLAN SITE PLAN SCALE 3/8 " =1' -0" LEGEND: NOTES: SIM HORIZONTAL DISTANCE 1. 1 "0 STAINLESS STEEL CABLES SHALL BETWEEN NODES HAVE A MINIMUM BREAKING STRENGTH OF 77.3K NODE (CENTER) CABLE 2. ROUND HSS SHAPES SHALL BE A500, GRADE B. 3. CONTRACTOR SHALL DETERMINE CONSTRUCTION SEQUENCING, INCLUDING CABLE TENSIONING, STABILITY AND ALL OTHER ISSUES RELATED TO ERECTION. 4. SEE 5/AW005 FOR FINAL CABLE SAG INFORMATION. HSS 8.625x0.625 ELEV 288' -0" \ HSS 4x0.313 -REVIEWED FOR 1CODECOMPLIAIVE R APPROVED d AUG 1 o 2010 CilyofTuktifila sur ow DIVIRI ti RECEIVE JUN 14 2010 PERMIT CENTER DESIGNED M. LEONARD DRAWN S. HESS D 6/10/10 FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 A 11/17/09 ISSUED FOR FINAL INTER — DISCIPLINARY REVIEW REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division MLA Engineering, pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARTWORK SUPPORT FRAMING PLAN PROJECT NUMBER: C00405C09 SHT. OF: 617 619 1- 800 -424 -5555 DRAWING NUMBER: AW003 V 0 w 0 w m 0 co J J U V ) F- M w 0 LL 0 U L.L 0 LL LL 0 w CJ) J z_ 0 0 v Cl 0 e a 0 .y 0 0. un a) Y v J 0 m 0 O N cm r') o 0 v c2 E cal 0 N GREENBERGAB FINISH GRADE REINF PER PLAN, TYP _\ oz 1 • • O PILE CAP EDGE DETAIL ARTWORK SUPPORT SCALE 1-1/2"=1' -0" DETAIL 1�I— II1= 77I717 ' -I 1I- Sx©12 "OC, TYP AT PERIMETER (8) #8 EXTEND FULL LENGTH ARTWORK SUPPORT SCALE 1-1/2"=1'-0" SPIRAL TIES (GEOTECH TO VERIFY) IN NON- COMPETENT SOIL (CONTRACTOR TO CONFIRM) >< 0 COMPETENT SOIL FINISH GRADE • , SPLICE VERTS AT CONTRACTOR'S OPTION -2" MIN, 4" MAX EMBED INTO PILE CAP #3 SPIRAL TIES 111��I III I 1=1 I I IT ' 1 I I I - TENSION PILE DETAIL P2, P3, P5, P6, P8, P9, P11, P12, P14, P15 ARTWORK SUPPORT SCALE 1- 1/2 " =1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 2010 " 6 eitjlof Tukwila BUILDING D VI,S i #3 SPIRAL TIES © 12" OC NOTES: 1. CONTRACTOR SHALL USE CASING AS REQUIRED. Doi- fi w 0 1- = O w O w CD O LJ- z O U 0 0 1- Q O U 0 w w 0 O U I z O IN COMPETENT SOIL / FINISH GRADE r 1 SPLICE VERTS AT CONTRACTOR'S OPTION 2" MIN, 4" MAX EMBED INTO PILE CAP #3 SPIRAL TIES © 6" OC III = 1'1111- ' TI I W 19�llt -- 1 1I1 1II COMPRESSION PILE DETAIL P1, P4, P7, P10, P13 ARTWORK SUPPORT SCALE 1-1/2"=1'-0" #3 SPIRAL TIES © 12" OC NOTES: 1. CONTRACTOR SHALL USE CASING AS REQUIRED. RECEIVED JUN 14 2010 PERMIT CENTENN DESIGNED M. LEONARD DRAWN S. HESS D 6/10/10 FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 RESPONSE TO CITY OF TUKWILA CORRECTION LEIIER #1 A 11/17/09 ISSUED FOR FINAL INTER - DISCIPLINARY REVIEW REV DATE CHK'D APP'D REVISION DESCRIPTION la" King County Department of Natural Resources and Parks Solid Waste Division MLA Engineering, plIc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARTWORK SUPPORT FOUNDATION DETAILS PROJECT NUMBER: C00405C09 SHT. 618 OF: 619 DRAWING NUMBER: AWOO4 1- 800 -424 -5555 GREENBERGAB F. 1 -1/2 (A572 GR 50) DETAIL ARTWORK SUPPORT SCALE 1- 1/2 " =1' -0" EQ EQ 2" 1' -0" 1/2 SECTION A SUPPORT STRUCTURE CABLE ELEVATION ARTWORK SUPPORT SCALE 3/4 " =1' -0" MAIN CABLES, (1" 0) SUPPORT STRUCTURE MAIN CABLE ELEVATION NOTES: 1. SAG SHOWN IS BASED ON APPLICATION OF THE FULL SELF— WEIGHT OF THE CABLES AND ART WORK. TYP CABLE FITTING WITH 1.25x CABLE BREAKING STRENGTH CAPACITY, MIN GALV R 1ix18x1' -6" 12„ EQ EQ TYP (9) GALV 1 "5x1' -6" F1554 GR 36 WTS CJP lJ 0 WASHER R 1/4x3x0'-3" WITH (2) NUTS, TYP SECTION B GALV PIPE CAP R 1/2 x 3" DIAMETER SHEAR TAB t 1/2 DETAIL ARTWORK SUPPORT SCALE 1- 1/2 " =1' -0" CABLE 1/2" RAD CORNERS 3" 11" 2 1/4 V BO LT COMBINED SLOT AT CABLE INTERSECTION 1/16" TYP SECTION A SECTION B (NTS) SHEAR TAB F. 1/2 CAP PLATE GALV PIPE, BEYOND 5/8 "o GALV BOLT, TYP SHEAR TAB PLATE SLEEVES, PROVIDED BY CONTRACTOR, TO PROTECT MEMBERS FROM GALVANIC CORROSION,TYP AT ALL CONNECTIONS HSS 6x0.5 (GALV) 7/8"o GALV BOLT ARTWORK SUPPORT SCALE 1- 1/2 " =1' -0" n n n n n n n n DESIGNED M. LEONARD TYP SECTION DETAIL 4 GALV R 13x18x1'- 11" TIP 2 X �-IN\ (9) GALV 1"0x1' —6" F1554 GR 36 WTS WASHER R 1/4x3x0'-3" WITH (2) NUTS, TYP ARTWORK SUPPORT SCALE 1- 1/2 " =1' -0" o Ho to W00 GALV PIPE CAP R 1/2 x 3" DIAMETER —SHEAR TAB F. 1/2 Q EQ /2/ c CJP SECTION CABLE 1/2" RAD CORNERS 3 11 2 1/4 V BOLT 1 " SLOT AT CABLE LOCATION PIPE CABLE SECTION A SECTION B (NTS) SHEAR TAB F. 1/2 CAP PLATE GALV PIPE, BEYOND 5/8 "95 GALV BOLT, TYP SHEAR TAB PLATE TYP REVIEWED FOR CODE COMPLIANCE APPINIVED Auo1u2010 City ofTukwila BUILDING Qnncinni SLEEVES, PROVIDED BY CONTRACTOR, TO PROTECT MEMBERS FROM GALVANIC CORROSION,TYP AT ALL CONNECTIONS HSS 6x0.5 (GALV) 7/8 "o GALV BOLT DETAIL ARTWORK SUPPORT SCALE 1 -1/ " =1' -0" RECEIVED JUN 14 2010 PERMITCENTTfi DRAWN S. HESS D 6/10/10 FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 A 11/17/09 ISSUED FOR FINAL INTER — DISCIPLINARY REVIEW REV DATE CHK'D APP'D REVISION DESCRIPTION 11:41 King County. Department of Natural Resources and Parks Solid Waste Division MLA Engineering, pllc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2727 206.264.4835 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT ARTWORK SUPPORT DETAILS PROJECT NUMBER: C00405C09 SHT. OF: 619 619 DRAWING NUMBER: AW005 1- 800 -424 -5555 0 0 w O L.L w m C� ct 0 00 J J U (i) F- M ct w 0 J 0 U 0 LL 0 w C!) () J z LL