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HomeMy WebLinkAboutPermit D09-162 - KING COUNTY - BOW LAKE RETAINING WALLS / LOADING BAY WALLSRETAINING WALLS D09 -162 City Arukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: hap- / /www ci lukwila iva us DEVELOPMENT PERMIT Parcel No.: 3523049037 Address: 18800 ORILLIA RD S TUI W Suite No: Tenant: Name: BOW LAKE - RETAINING WALLS G THRU L 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 0 Permit Number: D09 -162 Issue Date: 09/17/2010 Permit Expires On: 03/16/2011 Expiration Date: 09/11/2011 DESCRIPTION OF WORK: CONSTRUCT SEVEN (7) NEW CONCRETE GRAVITY RETAINING WALLS LABELED G, H, J, K, L, AND TWO LOADING BAY WALLS. Value of Construction: $925,025.00 Fees Collected: $12,182.69 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: * *continued on next page ** doc: IBC -7/07 D09 -162 Printed: 09 -17 -2010 City o?Tukwila 0 Department of Conimw ity Development 6300 Southcentcr Boulevard, Suite 11100 Tukwila, Washinston 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: htlp . / /`viviv.ci.larkwila.iva.iis 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 Number: 0 Permit Number: D09 -162 Issue Date: 09/17/2010 Permit Expires On: 03/16/2011 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: Date: 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 oZ�L� rized to sign and obtain this development permit. Signature: Date: l I Pri nt Name: 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 -162 Printed: 09 -17 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -367 0 Fax: 206 - 431 -3665 Web site: http: / /www.ei.tuktivila.wa.us PERMIT CONDITIONS Parcel No.: 3523049037 Permit Number: D09 -162 Address: 18800 ORILLIA RD S TUKW Status: ISSUED Suite No: Applied Date: 08/13/2009 Tenant: BOW LAKE - RETAINING WALLS G THRU L 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: 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. 6: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 7: 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. 8: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 11: 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. 12: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 13: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. doc: Cond -10/06 D09 -162 Printed: 09 -17 -2010 � f 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: hM: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 13k),? V Print Name: � 30 -1 � Date: a /1-7 I© doc: Cond -10/06 D09 -162 Printed: 09 -17 -2010 Qla lu;,w,s CITY OF TUKWILA Community Development Department iPublic Works Department Permit Center 6300 Southcenter Blvd., Suite 100 ®..No Tukwila, WA 98188 http: / /www. ci. tukwila. wa. us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION 1� King Co Assessor's Tax No.: 3523049037/3523049124 Site Address: 18800 Orillia Road South, Tukwila, WA Suite Number: Floor: 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 Mailing Address: 201 South Jackson St, Ste. 701 Seattle WA 98104 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, Ste. 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 S)) Company Name: TBD Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: fans must be wet star Company Name: KPG, Inc. Mailing Address: 753 9th Ave North Contact Person: Charlie Conway E -Mail Address: charlie @kpg.com City Day Telepho Fax Number: Expiration D ed``by Architect of Recc State Zip Seattle WA 98109 City State Zip Day Telephone: (206) 286 -1640 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 Ave, Ste. 2500 Contact Person: Karl Hufnagel E -Mail Address: khufnagel @rwbeck.com K Applications\rotms- Applications On Line\2009 Applications \t -2009 - Pwmit Application.doc Revised: 1 -2009 bh Seattle WA 98154 City State Zip Day Telephone: (206) 695 -4509 Fax Number: (206) 695 -4701 Page I of 6 60 ka Valuation of Project (contractor's bid price): $ 925,025 Existing Building Valuation: $ Scope of Work (please provide detailed information): Construct seven new concrete gravity retaining walls labeled G, H, J, K, L and two loading bay walls. 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 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 ft): 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? ❑ ....... Yes ❑....... 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? 11 ....... Yes ❑ .......No If "yes, attach list of materials and storage locations on a separate 8 -112" x 11 "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. H:Wpplications\Foms- Applications On Line\2009 Applications \1 -2009 - Petmit Application.doc Revised: 1 -2009 Page 2 of 6 bh Existing Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC. Iu Floor 2"4 Floor 3` Floor! "Floors thru Basement Accessory Structure* Attached Garage Detached Garage' Attached Carport Detached Carport Covered Deck Uncovered Deck 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 ft): 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? ❑ ....... Yes ❑....... 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? 11 ....... Yes ❑ .......No If "yes, attach list of materials and storage locations on a separate 8 -112" x 11 "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. H:Wpplications\Foms- Applications On Line\2009 Applications \1 -2009 - Petmit Application.doc Revised: 1 -2009 Page 2 of 6 bh Scope of Work (please provide detailed information): Gwo Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District #125 ❑ .. Highline ❑ .. Renton ❑...Water Availability Provided Sewer District ❑ ...Tukwila E] ... Valley View ❑ .. Renton ❑ .. Seattle, ❑ ...Sewer Use Certificate E] ... Sewer Availability Provided 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut cubic yards []—Total Fill cubic yards ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑...Deduct Water Meter Size " ❑ ...Sewer Main Extension .............Public ❑ Private ❑ ❑ ...Water Main Extension .............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Mailing Water Meter Refund/Billing: Names- Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: i. City Day Telephone: City State Zip State Zip H:\ApplicationsTorms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 Page 3 of 6 bh Awft�. ANOOK MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ,d Valuation of Mechanical work (c tractor's bid price): $ Scope of Work (please provide del 'led information): Use: Residential: New .... ❑ eplacement .... El Commercial: New .... El lacement .... ❑ Fuel Tyne: Electric ..... ❑ Gas .... ❑ her: Indicate type of mechanical work being installed and the ntity below: Unit Type: Qty Unit Type: Ot Unit Type: Qty Boiler/Compressor: Qty Fumace- 100K BTU Air Handling Unit > ,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace-- OOK BTU Evaporator Coo Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation n Connected 1krmostat 15 -30 HP /1,000,000 BTU to Sin le ct Suspended /Wall /Floor Ventil n System W Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent H and Duct Emerg cy 50+ HP /1,750,000 BTU Generat Repair or Addition to ncinerator - Domestic Other Me nical Heat/Refrig /Cooling Equipment System Air Handling Unit Incinerator — Comm/Ind <10,000 CFM H:WpplicationsTorms- Applications On 1-ine\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 Page 4 of 6 bh ................ q Cil of Tukwila, '1G) Department of Community Development Q ; p 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 ...... Phone: '' Phone: 206 - 431 -3670 1908 Fax: 206 - 431 -3665 Website: htw: /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 CD09 -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 TRANSACTION LIST: Type Method Description Payment Check 620755 ACCOUNT ITEM LIST: Payment Date: 09/14/2010 Total Payment: 1,140.00 SET NAME: BOWLAKE TOTAL: Description Account Code ELECTRICAL PERMIT - NONR 000.322.101.00.0 MECHANICAL - NONRES 000.322.102.00.0 PLAN CHECK - NONRES 000.345.830 nT T"fiM TNTn TTnNTn G' C` n n n ' n n l n 7 n n n PAYMENT RECEIVED Amount 1,140.00 1,140.00 Current Pmts 240.00 180.00 420.00 inn nn Ci* of Tukwilar �J� wgsy o ;z J ] 24 Department of Community Developm en t 6300 Southcenter Boulevard, Suite 4100 N+�y2 Tukwila, Washington 98188 Phone: 206 - 431 -3670 1908 Fax: 206 - 431 -3665 Web site: htto: //www. 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 RECEIvElD TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- --- --- - - - - -- Payment Check 564651 171,895.27 TOTAL: 171, 895.27 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 51,262.46 ELECTRICAL PERMIT - NONR 000.322.101.00.0 12,716.48 FIRE IMPACT FEES 90830402.5000.53 12,872.72 TRLfltT7%TTT P' 'r AT/1 TD L' C. n n n ' nn 9 nn nn n C ' C' nn Ci# of Tukwila, • o� �2 Department of Community Development Q[ 'p 6300 Southcenter Boulevard, Suite #100 �= Tukwila, Washington 98188 Phone: 206 - 431 -3670 1908 Fax: 206 -431 -3665 Web site: h*: //www. 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 RECEIPT Parcel No.: 3523049037 Permit Number: D09 -162 Address: 18800 ORILLIA RD S TUKW Status: PENDING Suite No: Applied Date: 08/13/2009 Applicant: BOW LAKE - RETAINING WALLS (7) Issue Date: Receipt No.: • 4 Initials: City of Tukwila User ID: 1165 o, i2 Department of Community Development 6300 Southcenter Boulevard, Suite #100 vai ;O Tukwila, Washington 98188 ` Phone: 206 - 431 -3670 " "' "'" �• 1908 Fax: 206 - 431 -3665 Web site: http: / /Www.ci.tukwila.wa.us RECEIPT Parcel No.: 3523049037 Permit Number: D09 -162 Address: 18800 ORILLIA RD S TUKW Status: PENDING Suite No: Applied Date: 08/13/2009 Applicant: BOW LAKE - RETAINING WALLS (7) Issue Date: Receipt No.: R09 -01270 Initials: JEM User ID: 1165 Payee: KING COUNTY TRANSACTION LIST: Type Method Descriptio Amount ---- - - - - -- ----- - - - - -- ---- - - - - -- ------ - - - - -- Payment Check 362754 4,773.83 Authorization No. Payment Amount: $4,773.83 Payment Date: 08/13/2009 03:12 PM Balance: $7,348.86 ACCOUNT ITEM LIST: Description Account Code Current Pmts -------------- ---------- - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 4,773.83 Total: $4,773.83 PAYMENT RECEIVED doc: Receipt -06 Printed: 08 -13 -2009 INSPECTION RECORD 3 2' Retain a copy with permit 1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1� (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro' t: _ Type of I sp�tionr� .Approved per applicable codes. Corrections required prior to approval. COMMENTS: � 5,�,�� � I� � _1.�.�►�i obi .- A� ml . L. - fCa- REINSPECTION FEE REQUIRJOD. Prior to next inspection, fee must be laid 3X300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Addre s: 1 92>©O oil Ii,LIy4 ,2i ate Called: Special Instructions: Date Wa ed:. Requester, � Phone No: .Approved per applicable codes. Corrections required prior to approval. COMMENTS: � 5,�,�� � I� � _1.�.�►�i obi .- A� ml . L. - fCa- REINSPECTION FEE REQUIRJOD. Prior to next inspection, fee must be laid 3X300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I ilv;, INSPECTION RECORD Retain a copy with permit It' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro)*ect: Type of Inspection. oec I -1 4— Address. .1 12)13c>0 - 0V,- Date Called: Special Instructions: Date Wanted: arm. p.m. Requester: Phone No: EApproved per applicable codes. Corrections required prior to approval. INSPECTION RECORD -3 Retain a copy with permit �-�G' (l✓ Z INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ,(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: MOW �'P11%KF Type o Inspection: Spe61AL- (0 oIJ, t'-e-T � Address. 06z l LLhA \1- Date Called: Special Instructions: Date Wanted: a.m p.m. Requester: Phone No: ;LSS -scic) QApproved per applicable codes. 1-1 Corrections required prior to approval. vV1�11�t VI. 1 J� Jr�{� •�. ns RE11"PECTION FEE REQUIRED. Prior to next inspection, fee must be pajd at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. `+�i �j INSPECTION RECORD r Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: / Type of Inspection: f Address: 63 / )00 0/72r�4 Date Called: Special Instructions: Date Wanted:. m- p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit r)69 -113 2-1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,-#100, Tukwila. WA 98188 'Z (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 MQIecctt:- } Type of Inspection: Address: Date Call d: Special Instructions: Date Wanted :. a.m..- H - 2-L-t Requester: Phone No: MApproved per applicable codes. 1:1 Corrections required prior to approval. J ��w � .`MAW iaio.•- t•v^.J^ —. �_-� • .�.. f� 1.- _ .may. - _ • .'�'i""�"'.� -. '2'f'u'�" \S^!"' lt•. _., .. . -�.✓'� }/._�...i,� _ _ .. INSPECTION RECORD 2 Retain a copy with permit D 0, T I(. Z INSPECTION NO. PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 V "V. "(206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Pro' ectvy ..Jl -J W 1�1 �L.i�..- Type of Inspection: ✓ ti C�'i� t 1� �., �y _ (..' li P \a�i.D K K6 Address: D te.Called: _ Special Instructions: Date Wanted:. L� 1G)1 a m. t p.m. Requester: Phone No: FlApproved per applicable codes. Corrections required prior to'approval. % z°:,--,.--=1 �r' � {'A- "'�'�lr`,�4�c�.i�t�:51t�n -' - - _ •s3�:.:i�:.�.$o. - -- — r INSPECTION RECORD a G Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: -/?0- It,/ / A AI E Type of Inspection: Sr'frc-7 i'9 G 11JA'e710* Addres�: Gd a � � 6 �� RZ" Date Called: ' r Special Instructions: Date wanted:. a.m., 6?!. 13 p.m. Requester: Phone No: Approved per applicable codes. 11 Corrections required prior to approval. COMMENT. ` 1 A i ell- lbspectd Date: s REINSPECTION FEE REQU RED. Prior to 'next inspection, fee must be paid at 6300 Southcenter lvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Z- Retain a copy with permitl L" INSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Cq Type of In pection: Address: Date Called: Special Instructions: Date Wan M) 3 Requester: Phone No: P-16 5 - 2SY- MApproved per applicable codes. ElCorrections required prior to approval. i INSPECTION RECORD i Retain a copy with permit I vn<; INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: (3Q (A-) r L R �� Type of Inspection: .1 ---- Address: 1 �2)®U &i'tl Date CalltcL ?- 00Ttt.IOP-AjiA Special Instructions: Date wanted:. a.m: ' Z Z 7S p.m. Requester: Phone No: •a..5 i - -2.5S O Approved per applicable codes. 1:1 Corrections required prior to approval. ';! COMMENTS: 1) P next inspection, fee must be Call to schedule reinspection. INSPECTION RECORD a�..` Retain a copy with permit l70ci -1 b INSPECTION NO. PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION- 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: Address: pC-Z LUA�� Date Called: Special Instructions: Date wanted:. Vim- t I'�7 p.m. Requester: Phone No: _J _-- 7 Approved per applicable codes. Corrections required prior to approval. > COMMENTS: f1 _ 1_ jS-Pwa zePl bL I ACS Inspector: Date: EINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection:., J INSPECTION RECORD Z- Retain a copy with permit' i INSPECTION NO. PERMIT NO. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit InspectioH,Request Line (206) 431 -2451 e, Pro ect: CIA Type of Inspection: 6Qe-o off' P- Address: Date Called: o v Soo o ors,Lr R Special Instructions: Date Wanted:. a.m.. 12 - -� - 12: p.m: Requester: Phone No: c-Z-5 5 _2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: S Ins pector: Date: REINSPECTION FEE REQ IRED. Prior 4 next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Z i Retain a copy with permit INSPECTION NO. 06 A/6Z PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 kF— (206) 431 -3670 Project: Type of Inspection: Address: /(9 D UU in) /Z/2TL.1,4 Date Called: Special Instructions: Date Wanted:. a.m: 11-30-12 p.m. Requester: Phone No: RApproved per applicable codes. COMMENTS: /r% E] Corrections required prior to approval. 3 r: )' 30--k RE1I4SPECTION FEE REQUIRED. Prior 0 next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD, 4Z_ Retain a copy with permit D�e1' ►V� . INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670: Permit Inspection Request Line (206) 431 -2451 Project: - �r�►LE- �p— A�4,146 Type of Inspection: SP(?(I1,AL -- Qa�l�T� Address: LLI Date Called: Special Instructions: Date Wanted:. ! — Z !' — Z P.M. Requ ster: Phone No: r, Approved per applicable codes. Corrections required prior to approval. . COMMENTS_l v Irispector, uate: I PECTION FEE REQ RED. Prior �to/next inspection. fee must be at 6300 Southcenter Bl d.. Suite 100. Call to schedule reinspection. z INSPECTION RECORD a 21 Retain a copy with permit D& � INSPECTION NO. PERMIT NO. CITY OF TUKWILA' BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 t Project: /I co' d - L rI 11� Type of Inspection: S' fle / q I Address: Date Called: Special Instructions: Date Waned :. ai ,� /// /6 p.m. Requester: Phone No: j 5 g 0 l Approved per applicable codes. ❑ Corrections required prior to approval. I u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J b: INSPECTION RECORD 2,0 Retain a copy with permit Ll*�-)� 1.6 Z INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: L A 4.c� 46- Type . of Inspection: . . Address: Date Called.- Special Instructions: Date Wanted; . t-M2 �! f 1 ! ._ .. P.m. Requester:, U—S A L:- Phone No: 7 "573 - Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date`. dREINSPECTION FEE R SQUIRED. Prior to next inspection; fee must be L,iaid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -.' �^?,�1�u >a.....�:t -.� -.m • ^y7t" ". itaef ia- irar_• A. �F�'= a+�.:r:..a�#.ise..risar v:::..:..�. ��_.�.m �,. -�.._ _ _�— _..-.. INSPECTION RECORD ! Retain a copy with permit - ) 6 Z J INSPECTION NO. PERMIT NO. '- CITY OF TUKWILA;BUILDI.NG DIVISION 6300 5outhcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: Address: Date Called: 1 o a i2 -t ('u '4S R I Special Instructions: Date Wanted:. �a.m 1 I 2 Requester: Phone No: _717' r Approved per applicable codes. Corrections required prior to approval. 6W. INSPECTION RECORD,, c, L[ Retain a copy with permit -%� INSPECTION NO. PERMIT NO. CITY OF-TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro'ect: Aj Type of Inspec ion. Address: Q %G` / % A Date Galled: Specia Instructions: +✓I ( V `� t�CJ� Date Wanted:. a Requester: Phone No: 3 f F] Approved per applicable codes. Corrections required prior to approval. RE�SPECTION FEE REQ IRED. Prior to next inspection, fee must be id at 6300 Southcenter hlvd., Suite 100. Call to schedule reinspection. . INSPECTION RECORD ✓� Retain a copy with permits " )U INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: &6U3 •- LA c - P -0. f A L 0'-". "'p fE 7- Address: Date Called: I C(2>DO 0k;ztLL0 R Special Instructions: Date Wante d: / . / a:m. t© 1 I C1 (/ p.m. Requester: L0 A -r"_. Phone No: "S 'K _7�: c`_9„ a Approved per applicable codes. El Corrections required prior to approval. INSIPECTION RECORD Retain a copy with permits ' Z INSPECTION NO.' PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 V,(206) 431 -3670 Permit` Inspection Request Line (206) 431 -2451 r Project: Type of Inspection: Address: Date Called: i P-)'366- 0'k(L -1- "4 Special Instructions: Date Wanted:. la.m 12. p.m. Requester: Phone No: a,Approved per applicable codes. Corrections required prior to approval. JS� . � INSPECTION RECORD Retain 'a copy with permit` t�4" INSPECTION NO. PERMIT NO. CITY OF* TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro'ect: MW —UAV—L Type of Inspection: �•• ``,,�� GPrLQ I I— (b G.7� 4V 1 E Address: 1 (2) S o CU C) (z RLLP � Date Called: Special Instructions: Date Wanted:. !`—m. t C) p.m. Requester: f�GQ 32.51 �0 1 Phone No: 0 Approved per applicable codes. 1:1 Corrections required prior to approval. (Al INSPECTION RECORD Retain a copy with permit " 62 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 x(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: QOW - L- A 14-L R lJk - (10 Type o Inspection: , L- Pen Address: Date Called: 10©)ov 0 N t_t Special Instructions: Date Wanted:. rn.. 9— z p.m. Requester: C} v303e -oi Phone No: 2- 53 - DApproved per applicable codes. Corrections required prior to approval. CUMMtN 1 S: 3-- i Date Ct p% 'SPECTION FEE REQUIRED. Prior to next inspection, fee must be at 6300 Southcenter Blvd., Suite 100.1 Call to schedule reinspection �a INSPECTION RECORD to Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd_, #100, Tukwila: WA 98188 IL (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: Address: 1 C P's LL4- a Date Called: Special Instructions: V,-) 1 +- Date Wanted:. a.m CA — Z I — l p.m. Requester: Phone No: nApproved per applicable codes. Corrections required prior to approval. r COMMENTS:y y `nspectok- Date: REINS ECTION FEE REQUIRED. Prior toA ext inspection, fee:must be paid &t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �"'�+..se^�. 'i _ - .'2�'y- >.x ;y-F: __.... t- ��_"�•.:..._..,,_ _,t... ar..°: :- �'R�'�- `x$�,.;�r;.•,�_t -�iry INSPECTION RECORD Retain a copy with permit z) O�" 16Z INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 .. Permit Inspection Request Line (206) 431 -2451 Project. / Type oI lnspecuon.. Address: /A600 D22.C4 1 Date Called: Special Instructions: Date Wanted: a.m.� p. Requester. Phone No: Approved per applicable codes. Corrections required prior to approval. L COMMENTS: - A'152f by ns X D ISPECTION FEE RE UIRED. Prig to next inspection..fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection INSPECTION RECORD Retain a co with permit 'A� i 6� PY P I INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southeenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit- Inspection Request Line (206) 431 -2451 - Project: ,.. Type of Inspection: 70W ; A 1�e_ . FI W'IL Address. Date Called: 1 t Special. Instructions: RC 4 A ?USN A 415 % :'I (n. ✓L< <.- Date Wanted:. Ll —2-7-17 p.m. Requester: = ' Phone No: c OC7 Approved per applicable codes. a Corrections required prior to approval. COMMENTS:, .ti c' t� /clot �cG f nspe f: Datg�� 2 ?-1Z J1tINSPECTION FEE EQU116. Prior to next inspection, fee must be aid at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. i .7. INSPECTION RECORD INSPECTION NO. Retain a copy with permit PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 'Permit Inspection Request Line,(206) 431-2451 iL Pro'ect: M6tl Z A 7_,?,9A1SrAe, Type of Inspection: tr F-60 7 AJ& A 1P Address- At) Date Called: Special Instructions: Date Wanted: Requester: Phone No: 5� ApprbVed per applicable codes. Corrections required prior to approval. lip COMMENTS: r-d 0 7 I%f go z At inspection, -1 RE�I S�E ION FEE REQUI ED. Prior t�qC n, fee must be F.- CT pa 300 Southcenter B1 d., Suite 10 Caltto schedule reinspection. INSPECTION- RECORD r Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project:. Type of Inspection: .Se.(, G 4 C".''1 C . Address: 0 �q/ / �j Date Called: Special Instructions: 0 Date Wanted:. _a, _m 7--fl p.m. Requester: Phone No: � _�, -23 . � -r) 3 rc� 0 Approved per applicable codes. -Corrections required prior to approval. INSPECTION RECORD' ' l Retain a copy with permit D _ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request'Line (206).431-2451 R^ Pro ect: n� utl L /( Type of Inspection: S pe 6- AA ^ JeR Address: Date Called: Special Instructions: Date Wanted: r ^� m. (P. .m. M `✓ Requester: Phone RApproved per applicable codes. 1:1 Corrections required prior to approval.. ssr^ C +.�+rrc -��gc ..raw. .. p.y�t'?Ka� ^:^• r7 77-7 '•,�.*Fr^,A INSPECTION RECORD Retain a copy with permit" 16 Z, - INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100; Tukwila. WA 98188 x(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: goLc/- 4'19 /Z>~ A rTipiNi Type of Inspection: 6 G✓91 1C' Address: / 4th OiZTZ4IH Date Called: Special Instructions: Date Wanted: /a.m. Requester: Phone No: Approved per applicable codes COMMENTS: Corrections required prior to approval. 77::1 nspectq�: Date: . EI SPECTION FEE REQUIR D. Prior to next inspection. -fee must be p 'f'd at 6300 Southcenter Blvd Suite 100. Call to schedule reinspection. INSPECTION- RECORD. Retain a copy with per* ermit INSPECTION NO. PERMIT NO. CITY Of TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,-Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro -ect: (.�a,,.3 T pe of Inspection: Address: 10 p (04ZIL-)A R Date Called: - Special Instructions: Date Wanted: a.m. �j_ZS —It m. Requester: Phone No: a- g3 -2'55"- 3cii�`7 Approved per applicable codes. E Corrections required prior to approval. G Project: /-7 lVe- 14 %v1 Ale. Type of Inspection: SPe-e?11JZ- ec;n Ole"—e' Address: ' . INSPECTIPWRECOR-D 160" Special Instructions: Retain a copy with perrI iti&�— INSPECTION NO. PERMIT NO. CITY CIFTUKWILA. BUILDING ' DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188'. - (206) 431-3670 Permit Inspection Request Line (206),431-2451 r-?- 5 -:? - a Project: /-7 lVe- 14 %v1 Ale. Type of Inspection: SPe-e?11JZ- ec;n Ole"—e' Address: Date Called: 1,0900a 01711-1-1,q A Special Instructions: Date Wanted: p.m. Requester: Phone No: r-?- 5 -:? - a Approved per applicable codes. Corrections required prior to approval. INS PECTION RECORD 'Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206),431-2451 Project: G O W- L A tZE Type of Inspection: 'P-( - i IrJ Q Address: I o 11-LI Date Called: Special Instructions: �- Date Wanted: _.M. m Requester Phone No: _ 7-31 MApproved per applicable codes. 1 Corrections required prior to approval. COMMENTS: [� , MNSPECTION FEE RRUIRED. Prior.to next inspection. fee must be paidfat 6300 Southcente Blvd.. Suite 100. Call to schedule reinspection. E INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Type of Inspection: &0 60 J e, . - - Address: Date Called: AgAtIn d1Z7&z'-'q Special Instructions: Date Wanted: m ,, M p Requester: IA14 Z 7 Phone No: 2 __0 / 17, — g q F� Approved per applicable codes. - El Corrections required prior to approval. INSPECTION RECORD 1777 ' Retain a copy with permit 6 - -16� INSPECTION NO. PERMIT NO.. CITY OF"TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 rz, -(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Row - 14 --mlN Type of Inspection: U/ -4t15 Address: Date Called: /8got9 15 RX, 04 d S Special Instructions: Date Wanted. a.m. a Requester: Phone No: c,253 -a15S — Approved per applicable codes. Corrections required prior to approval. = �� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION -K=, 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: ^ \OW Lk SPA .iviU Address: Date Called: S o o RT c..L, A R, Special Instructions: Date Wanted: a.►n p.m. RL-t, --�4 Requester: RR (-J Phone No: + cP-5 J 255 C; d) 014 q I %2-Q aApproved per applicable codes. Corrections required prior to approval. I INSPECTION RECORD Reta in a copy wi with pe rmit 1 _L6 c— 162-- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: _ Type of Inspection: t p r,) I I A/,O Al 7i 0- - i t/K 1 I Address: Date Called: Cad 0 ?0 1 - Special Instructions: { Date Wanted: ? Reque ter: Phone No: ❑ Approved per applicable codes. ❑ Corrections required prior to approval. , L-Ag 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 -162 Bow Lake Recycling and Transfer Station Retaining Walls J, K and L and Other Sitework Structures 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 9 -06 -12 through 7 -16 -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. Respectfully submitted, Z. Timothy R. yden WABO Special Inspector SI 01070 Attachment: Special Inspection Tracking Log Final Summary Permit D09 -162 Walls & Sitework Alan D. Corwin, P.E. WABO Technical Director :`�8 z Fz s Q 2 C O R �a a C W y c r C 0 n •c MIN w W m Lo `zap r Z L CL: d N m t a 0 w m C H C 0 a` m a 7 U ti m C s O 3 0 E' t c C w m •c m i R 0 3 Z� c m � O W llCCpp ` m m ° z z° U t a 0 CL m cli N N N N N N N N N N N N N N z 0 a 3= L a, 3= L a 3 a, 3 L L y a 3 a 3= L a 3 a 3 L a 3 a 3 a a a L C a a a a a L a s == = 3 3 3 3 3 3 Uf OI to O o c g E N N N N N N N N N E N Y Y Y Y Y Y Y Y Y Y Fc 8 t 8 8 c 8 ,ac 8 ,ac 8 '� c 8 c 8 c 8 c 8 ,mac 8 `° 3 m 3 m �o LL g LL v LL g m lL y lL g LL ro LL '0 LL m W LL c LL o$ LL m 0 3 3= m N m fA m N 3 m m m N m N 3 3 3 m m 3 3 °o m m 3 m C G Y d m m m Y a C 5 m Y d m m Y a G fi Y a 5 dJ Vl Y C 6 C 6 Y m c 01 c N c Y C cm m m o m m a a a m m a m a a m m m a a m m m m a a a O m m ¢ g ¢ - _ .0a g ¢ ¢ m - ¢ - ¢ ¢ -, -, ¢ LL 8 a d c c c c c c m a ,r, G c m a m s m a c •� c •� cc a ac c c c_ c c' m a E m ¢ m ¢ m ¢ m ¢ m ¢ m ¢ ¢ ¢ m ¢ m ¢ m ¢ O = _ F Q ¢ Q F F H F F m F m H F ¢ Q Q Q Q F a Q Q ¢ ¢ Q m Q F- M C L+ N N N N N N N N N N N ^ N N N N N N N N N N N N N N N N co c7 S a a a$ a a a a a a Q o o i i i g E I a a 0 0 r r r n N N N z N N N N N N N N N N N N N N N !V N N m a 7 U ti m C s O 3 0 E' t c C w m •c m i <3 =� r a s Le O O Y O d C to 0 r e•�e U�� c � n Y C N C$ T NI C) in T T O E a Za a� N Y 0 3 m ti c M N m O tm 41 a N 3 C C C F C W Y a oA U m a co c O Q co O c li m O b .y 0 O 0 CL Li m 0 7 R O Z¢ r o D CL ¢ o 8 W IIFC�� W O C � 9 i r a v N N N N N t[f N a0 N QQ cm O 10 pp N 17 N N fV O C7 f`7 C') U? v 10 v Y L Y Y L Y L Y L Y L Y t Y L Y L Y Q$ cr 3 z 3 3 3 3 3 3 e a 3 a 3 a, 3 0 a 3 a, 3 3 3 3 a, 3 3 3 3 L x L L r L L co Ln pp Q p M � 8 10 4 c N N ^ M 1 l7 l7 '7 6 7 Y Y Y Y Y Y Y Y Y Y J C J i0 3 v m E � C 'c kO > > Y Y Y Y Y Y Y E J m .� Q 3 3 A m g m a .ca a a 3 A 3 3 3 3 3 3 3 3 ;; 3 3 3 3 0 g 8¢ .5 d 5 `m m m m 8 Y a C_ •c C JL a C 5 c Y a C_ ,c C_ c C 5 Y a .5 c .5 c Y a .2 .� .c .E C .c J .5 c ro O m m m m m m m m m m m m m m m 3 m m m m m 0 m Q ¢ W m ¢ ¢ ¢ ¢ E ¢ ¢ 2 E 2 S E ¢ ¢ ¢ ¢ Q 3 ¢ 8 rc VJ lE� lEp C 32 ' m a m a c m a c a m C m a m �co a C m m a m Fo a S m m m m m 3 N m E LL a a a a a LL c c E m i9 m 9 m c N m a m cc cc co m m m g Q a m `m 0 U O S S S S S S S S S S 2 2 2 2 2 2 2 S S 2 S S S S S S 2 S S S L+ N N N N N N N N N N N N N N N N (7 t7 f7 f7 l•1 l7 H! 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N .my O�p}� � 1� H N 9 � Q N � N � Ip+� � a Np lff app pP mp N l0 Q= A A N N &' g'i t4i M 8 oA U m a co c O Q co O c li m O b .y 0 O 0 CL Li m 0 7 <3 � Y s c C O R � w fi d up D g o T C 7 U, •O '5 N i� co MI Wo izCL E za O CL b fA Y 0 �i N C W N 3 fA 3 c c i C W H cc .�C 0 m O b 3 m m O W 'C m �E j N Vm O rn +. c C13 c C io tai s. m c 0 0 0 CL WA B 0 ¢ 8 Z m r c 8 cc 0 W c a a to O c Q C J 0 0 = Z z r 0: y 0 M aa0 °i O M ch I� i7 LV N fa 10 O OD Oj T cp °1 '7 yG ^ ^ ^ f� M Pl c7 Pf ch 6 A aE U U U U U U U U U U U 9 Y Y Y Y Y Y Y Y Y Y Y z L L L L L L L L L o 3 3 e 3 3 3 3 3 e Z e 3 e e e 3 masp S £ 6 5 = �p5p O£ (p£V pN �p5p� ch ch ch ch ch cal Y Y Y Y Y Y Y Y Y Y Y Y d , � 3 Y a -' $ m ¢ E > m y �j J J y R W rms 3 an — 3 a a Y o a an °i o x 'o x g a A ui ae in m c am -' a a g W E ` m¢ a., m m m 0 9 M °c° m° _y ii y a a E r cn Z m r$n c I , , Y u g E g CL c a a° m Z y g y g$ u a g �+ a . 3 w c m U m 'E m U> m 2 -, E g g a m m C cl E o J— e J E 35 E a m 8 3 g W Z W a E � y io 3 •c `v� E ` -.Oh >> m m Z Ss f vi ~ `m `m � ¢ E E c c E Cr ¢ E- m a¢ N y 3 3¢ W c m 3 a a Q cL -' e ¢ — 3 3 a y Q 2 0 x x x x x x x x x x x x x x x x x x x x x x s c¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ a¢ Q ¢ to ►- C � 5; a Z ¢ S S 8 8 8 0 0 0 o e o o$ o 0 0 r z b 3 m m O W 'C m �E j N Vm O rn +. c C13 c C io tai s. m c 0 0 0 CL WA B L9 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 April 30, 2012 CI 4"JIMILA Mar 0,7 2012 Attention: - KPFF Construction Management Team PERMIT CElOtR Subject: Summary of Special Inspections Bow Lake Transfer/TSO.Building (Building Permit D09 -161) a Bow Lake Retaining Walls G through L (Building Permit No. 09 -162) The King County Materials Laboratory (KCML) respectfully submits this summary letter of special inspections and materials testing for the referenced building permits. This letter includes concrete construction for the following: • Bow Lake Transfer/TSO Building; • North Processing Area Loading Dock Retaining Walls; • Retaining Walls G and H; and • Retaining Walls J and K completed to date for this project milestone. 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 Report No. 1, dated 12 -22 -2010, through No. 208, dated 410 -2012, 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. Respectfully submitted, � vw+ Timothy R. Hyden WABO Special Inspector SI 01070 Final Summary Permits D09 -161 and D09 -162 Alan D. Corwin, P.E. WASO Technical Director YF \ \ EXISTING t L - Da WALL B ±` WA y+ o \ EXISTING b. - WALL I, \- FAISCALE FACILITY - -! - _�' a� 111 ) \ y . ��'' -'• � _ - _ 2e , . _ -- ,;.�.�� , II D \ �- -='Z68 - c•*•F ,:,,� 1 ��Y �. J��' ,27$— 4. ?j� �•�UO =.�_. — _ - _. 1 y. \. \ 4 - 1 G l \\'343• r _ s 7a .1 C, ' - t ' �i �t 6- S ( EXISTING -WALL D �1 UTH SO g 235' _ ;\ \`,230. �.:�' \\ `� L S,. ` \ / ) iLt /• / LOAD AREA �' • \ p� \ t /i 72p i 'l / J 1 TRANSFER'' ,1 /' I •I. BUILDING P. 1 \ `\ •,\ 1 1 rr`` I �(/�,�( /'11 —J TRANSFER \ \� \\ \•'�,1 ;� I Ii ii II , j TRAILER YARD \ V' t; 1\ �� \ \ \\�`lil `11!•111 1�1 II i II ` '�r 1 - �`�,,�\S _ 'S ; "t '��� 2 BAY WALLS �•,a2101 \1 II ,I• .l :II 111n\ ci 250 ,a \S �` T , j 1i \`I'tll l'Ill�i!I!, ;III`I 1!011 •\ Y \ \ � 2� •.� :i /;' '�'/ \, d'` sO� ` lE o �i ` - ; c '�• / v \ I Ltil Rtt IN ! , III i y } \ s' PROPE L E , ':,:•� ' '''r ` -.' -' •� FUELING FACILITY AND ENGINE S \ II i 1 t. �' 1 I lj'f' ; {i; I ! +1. sr �� s WALL.J GENERATOR SET �' I ,1 I t ': \ •l I IIIN '� ,O G � 5 II _1 o I ALL % ,.r• , \ N III 'II ')y -S' O :� •i' ,, � �•a /- �'r;' \. \ \:,.:` \\ :�; 1�1II�I,I, II�III{ ,�,1 ,. \, � \mss ®•u 9 , 1'�' I •t I i t ,ll I III II II s ING �EXISI 11 '1 III �--�- •.i .� �� ��. E % I i ,.,• � i , t[.l` 85,. i, 1. II 1111 „I, b.I \�\`�`` 1245 IS \\\� DRAWN AG 195` 18s` VERIFY SCALE BA R IS ONE INCH ON - 5/6/09 1� KRH - EAST - SLOPE s py -FILL AREA FILL 0 I =1, EXISTING WALL C \ is , \` um um ;'% /. - EXISTING SURFACE CONSTRUCTION r . • — _ — .'� DETENTION VAULT -. �, _ . - .. -. _ TIRE WASH / _ .. a /• ; i. - -i'��� ` t;e RAINWATER VAUIi _ _ - _ EXISTING SURFACE '__ - - ? -_WATER QUALITY !9� TREATMENT VAULT 'OF TUKWLA Bo L 1 - 1 i' �--- =� \ - 3 2009 j. rr IT CENTER 50 0 50 100 PLAN. 1'= 50' -0' GENERAL ARRANGEMENT Scale Feet SCALE: 1' = 50' BOW LAKE RECYCUNG AND TRANSFER STATION °"Q1ECT NUYRER: LA • SITE FACIunm CONTRACT COO405CO9 mi Keng;C®ount Department of Natural Resources and Parks Solid Waste Division DESIGNED IS DRAWN AG VERIFY SCALE BA R IS ONE INCH ON - 5/6/09 96 KRH CITY OF TUKWILA BUILDING PERMIT - RETAINING WALLS AN51 =NG I I REVISION DESCRIPTION R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 981541004 (206) 695 -4700 � L BUILDING PERMIT — RETAINING WALLS DRAWING NUMBER: SITE PLAN Permit 2 Retaining Walls City of Tukwila Public Works Permit Package Section 5 TRUCTURAL CALCULATIONS .S.. BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT • Site Retaining Walls 1. Wall G 2: walla REVIEWED 3. Wall J 4. Walls K, L CWA. ans,ultants, P-S REVIEWED FOR oath: CODE COMPLIANCE M. Iv - APPROVED �F Wyly �o MAY 2 5 2010 r , City of Tukwila 21849 w .;'css BUILDING DIVISION �oNAL EXPIRES: g. Z y - Zola Prepared by: . , Rick Lippold, PE, R.W. Beck Inc. Lisa Gorry, PE, R.W. Beck Inc. August 2009 RECEIVED CIIYOF.TUKIMLA AUG 13 2009 PERMITCENTER City of Tukwila Public Works Permit Package Section 5 STRUCTURAL CALCULATIONS BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT • Site Retaining Walls 1. Wall G 2. Wall H 3. Wall J 4. Walls K, L ' 8-3-9' EXPIRES: S -Z 4 -Zola Prepared by: Rick Lippold, PE, R.W. Beck Inc. Lisa Gorry, PE, R.W. Beck Inc. August 2009 Af+ck ly«n4 Ind!! ST PROJECT SLQ;� ®FILE NO. COMP. LM lS' CHK. REV. PAGE OF PAGES DATE DATE DATE W AA I (r l--o Ad J s�cM -tip H T0P rf IMpAct EI -P-Ll f m — LAS I I000 16 /F+- 3.S' E1 st�M � W Stu" ws ud he,4 l wsn.Q+ocl I SOYA evv ater 4vL -I I - I ISo:�+oe Tolo of foo't's„) _ N rau"vc. W bast To ic. k 1&t foAt� — �7"oE NEE L PA PSurck EgSotj QitS E L ad Cases ptNr Oft r 2 3F 11 R: \Seattle \1 1 - 00839 -20000 Bow Lake TRS Expansion Project \Data and Anal ytical\ Structural l' acilitiesSiteWalls \SiteWallG.xls Page t of 6 King County SWMD Top of Wall 276.50 ' BLPTF Bottom of footing 264.31 Wall Stability Analysis Top of footing 265.56 Wall: Retaining Wall G Soil over heel 273.00 LC: D +H (includes surcharge loads) Soil over toe 266.56 Impact elevation 275.25 Wall Geometry Hactive 8.69 Final grade over heel to bottom of footing ' Hpassive Hsoilheel 2.25 7.44 Final grade over toe to bottom of footing Depth of soil over heel Hsoiltoe 1 ft Depth of soil over toe HEEL 4.5 ft Heel length ' STEMTOP Stembot 1.00 ft 1.001 Stem thickness at top of wall Stem thickness at footing TOE 1 1.5 ft Toe length BASE 7.00 ft Total base length ' THICK WCONC 1.25 ft I 150 pcf Base thickness Weight of concrete Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.45 sliding friction coefficient (no FS) ' Loads Wsteml 1641 lb/ft Wstem2 0 lb/ft W base 1313 lb/ft Wsoilheel 4520 lb/ft Wsoiltoe 203 lb /ft Pa 1322 lb /ft Psurch 608 lb /ft Impact 1000 lb/ft EQ Soil 491 lb/ft EQ Stem 673 lb/ft LC: D +H (includes surcharge loads) Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1 1641 2.00 3282 Wstem2 D 1 0 2.50 0 Wbase D 1 1313 3.50 4594 Wsoilheel D 1 4520 4.75 21469 Wsoiltoe D 1 203 0.75 152 Pa H 1 -1322 2.90 -3828 Psurch H 1 -608 4.35 -2643 Impact L 0 0 10.94 0 EQ soil E 0 0 4.35 0 EQ Stem E 0 0 6.72 0 Passive H 1 633 0.75 475 Totals 7676 -1297 23500 r 2 3F 11 R: \Seattle \1 1 - 00839 -20000 Bow Lake TRS Expansion Project \Data and Anal ytical\ Structural l' acilitiesSiteWalls \SiteWallG.xls Page t of 6 3� (I a 3.06 (MN) e 0.44 (BASE /2 -a) middle 1/3 1.17 (BASE /6) middle 1/2 1.75 (BASE /4) resultant in mid 1/3? Yes resultant in mid 1/2? Yes within base? Yes P/A 1097 M/S 412 bearing max 1509 bearing min 684 sliding 2.66 R: \Seattle \11 -00839 -20000 Bow Lake TRS Expansion Project'\Data and Analytical\ Structural\ FacilitiesSiteWalls \SiteWallG.xls Page 2 of 6 ` 4L I I King County SWMD BLPTF Wall Stability Analysis Wall: Retaining Wall G LC: D +H +L (includes surcharge loads) Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC Loads 8.69 2.25 7.44 1 f 4.5 ft 1.00 ft 1.00 1.5 ft 7.00 ft 1.25 ft 150 pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight pcf Equivalent fluid weight, active It Traffic surcharge (equivalent soil depth) lb/ft Vehicle Impact load H psf Seismic factor (uniform load, full height) Seismic coefficient for mass acceleration sliding friction coefficient (no FS) 35 2 1000 6.5 0.41 0.45 276.50 264.31 265.56 273.00 266.56 275.25 W stem 1 1641 lb/ft Wstem2 0 lb/ft W base 1313 lb/ft W soilheel 4520 lb/ft Wsoiltoe 203 lb /ft Pa 1322 lb/ft Psurch 608 lb/ft Impact 1000 lb/ft EQ Soil 491 Ib /ft EQ Stem 673 lb/ft LC: D +H +L (includes surcharge loads) Moment Load Arm about Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1 1641 2.00 3282 Wstem2 D 1 0 2.50 0 Wbase D 1 1313 3.50 4594 Wsoilheel D 1 4520 4.75 21469 Wsoiltoe D 1 203 0.75 152 Pa H 1 -1322 2.90 -3828 Psurch H 1 -608 4.35 -2643 Impact L 1 -1000 10.94 -10940 EQ soil E 0 0 4.35 0 EQ Stem E 0 0 6.72 0 Passive H 1 633 0.75 475 Totals 7676 -2297 12560 R:1Seattle111- 00839 -20000 Bow Lake TRS Expansion Project0ata and Anidytiralt Structuralt FacilitiesSiteWalls \SiteWaliG.xls Page 3 of 6 a 1.64 (M/V) e 1.86 (BASE /2 -a) middle 1/3 1.17 (BASE /6) middle 1/2 1.75 (BASE /4) resultant in mid 1/3? No resultant in mid 1/2? No within base? Yes P/A - M/S - bearing max 3127 bearing min 0 sliding 1.50 R: \Seattle111- 00839 -20000 Bow Lake TRS Expansion Project\Data and Anal ytical\ Structural\ FacilitiesSiteWalls \SiteWallG.As Page 4 of 6 � 4 11 R: \Seattle\11- 00839 -20000 Bow Lake TRS Expansion ProjeclOata and An,nytical\ Structural\ FacilitiesSiteWalls\SiteWallG .xls Page 5 of 6 t a 2.45 (MN) e 1.05 (BASE /2 -a) middle 1/3 1.17 (BASE /6) middle 1/2 1.75 (BASE /4) resultant in mid 1/3? Yes resultant in mid 1/2? Yes within base? Yes P/A 1097 M/S 982 bearing max 2079 bearing min 114 sliding 1.64 R: \Seattle \11 - 00839 -20000 Bow Lake TRS Expansion ProjeclOata a110 Analyi cahStructural\ Facil Riess iteWalls \SiteWallG.As Page 6 of 6 IR: \Seattle \11 - 00839 -20000 Bow Lake TRS Expansion ProjectTata and Analytical\ Structural\ FacilitiesSiteWalls \SiteWallG.xls Page 1 of 2 King County SWMD Top of Wall 276.50 BLPTF Bottom of footing 264.31 Wall Concrete Design Top of footing 265.56 Wall: Retaining Wall G Soil over heel 273.00 ' LC: 1.2D +1.6H +1.6L (includes surcharge loads) Soil over toe 266.56 Impact elevation 275.25 Wall Geometry Hactive 8.69 Final grade over heel to bottom of footing ' Hpassive 2.25 Final grade over toe to bottom of footing Hsoilheel 7.44 Depth of soil over heel Hsoiltoe 1 ft Depth of soil over toe ' HEEL 4.5 ft Heel length STEMTOP 1.00 ft Stem thickness at top of wall Stembot 1.00 Stem thickness at footing TOE 1.5 ft Toe length BASE 7.00 ft Total base length THICK 1.25 ft Base thickness WCONC 150 pcf Weight of concrete ' Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) ' Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.45 sliding friction coefficient (no FS) Loads Wsteml 1641 lb/ft Wstem2 0 lb /ft ' W base 1313 lb/ft Wsoilheel 4520 lb/ft ' W soiltoe Pa 203 lb/ft 1322 lb/ft Psurch 608 lb/ft Impact 1000 lb/ft EQ Soil 491 lb/ft ' EQ Stem 673 lb/ft LC: 1.2D +1.6H +1.6L (includes surcharge loads) ' Load Arm Moment about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wstem1 D 1.2 1969 2.00 3938 Wstem2 D 1.2 0 2.50 0 ' Wbase D 1.2 1575 3.50 5513 Wsoilheel D 1.2 5424 4.75 25763 ' Wsoiltoe Pa D H 1.2 1.6 243 -2114 0.75 2.90 182 -6125 Psurch H 1.6 -973 4.35 -4229 Impact L 1.6 -1600 10.94 -17504 EQ soil E 0 0 4.35 0 ' EQ Stem E 0 0 6.72 0 Passive H 1 633 0.75 475 Totals 9211 -4055 8013 1 IR: \Seattle \11 - 00839 -20000 Bow Lake TRS Expansion ProjectTata and Analytical\ Structural\ FacilitiesSiteWalls \SiteWallG.xls Page 1 of 2 9a�11 a 0.87 (MN) e 2.63 (BASE /2 -a) middle 1/3 1.17 (BASE/6) middle 1/2 1.75 (BASE /4) resultant in mid 1/3? No resultant in mid 1/2? No within base? Yes P/A - M/S - bearing max 7059 bearing min 0 sliding 1.02 LC: 1.2D +1.6H +1.6L (includes surcharge loads) Moment Load Arm about Load Category Factor Horz (lb /ft) (ft) (ft -lb) Pa H 1.6 -1550 2.48 -3844 Psurch H 1.6 -833 3.72 -3100 Impact L 1.6 -1600 9.69 -15504 Totals -3983 -22448 R: \Seattle \11 - 00839 -20000 Bow Lake TRS Expansion Project \Data and Analytical\ Structural\ FacilitiesSiteWalls \SiteWallG.xls Page 2 of 2 W AA PROJECT 61,tn ®FILE NO. COMP. L%"�Cf CHK. REV. PAGE__ OF It PAGES DATE D DATE DATE w pi l (r Coy crc,4 c. D -CS156 Cor%+roiun� load Ca13ei : l 20� I. (s� t (• to t� B asp tl•S —•�j 1.0 - ----•r �oilor., bnrS -3002 4os8 e= 2l 0 — 7059 (0a 1) (1.3 4S a3 30yy = 71 Ib �G = D,iSCZ> J4ba° Ciz�(ii 5� = /3io ,)2 ?,sq6 :. or, . (gosg)( Is. )(1:s:.)Z = 337" r30Y = toy?I � 1b 2 Z 3 As/,tl ` d.Iy yCrr,$) i4,,, ',,'= 0. 6018 (i2)(pc -)= 6,321"Z CAc1318-05 7-1Z or ?1,33xAxj'd CAc, 3(6-os ro.S 3 Ew 14 1,:- t*xd . • Top I3#-rs 1 opy ISB 1.4y(135) �_ S09 Ib < 13,012 0K z Ash = 17 xS7 > 6. S Z �. yS ti # GZ 12 d. 4`/ . ,nZ RWB SD 31 W 6- PROJECT &-P:rS ®FILE NO. COMP. LM (r CNK. REV. PAGE_ OF it PAGES DATE �yT� DATE DATE S{.C," V = 3) al IS Vr, = 0JS(a1 101 > 398 3 0 k. As"- z2.4 ; p, 59,n� As= 0.6o%h c C9 •S ) o= p(.o(�o� = p.e8 1�= 0-9 (o. ((oo)(9.S- Z93 K -4 > Z.Z,4 k. fit- or- 6,00, 0.2Q S Z I I e NI- / S Z I Z vtrf F G 7 BIZ Vv+ FF PROJECT o-i ^S ®PAENO. COMP. � � CNK. REV. PAGE I OF�, &_ PAGES DATE 5710 9 DATE W A I fP DATE S -k.-hp SO LA a VI-Y' E1 Ste.M � ws�,th� 1 HSO46� Wsd -Q +ec � I S�� a ♦as. V �1st<r Z ' 1 �soytoe Top cF foo-hh) H Pass;vc. S+�cm b&f TAI (c.k 1 &t w6dsc �— ToE NEE L t3l`t S E PA PSuld, Egsoq C.hQ.Gk Sub -�,��5 bh � c ov\%+rj4v- un p 2 L2 a J � sr. ic- �o �d Cc��c. d� res� vx "j v S \j rc xA-v- . C.hQ.Gk Sub -�,��5 bh � c ov\%+rj4v- un p 2 L2 a J � 3 �1 � n f' n GENERAL NOTES A+ v� `' 1. ALL CONCRETE. THIS DWG, SHALL BE CLASS 4000. • _ 2. EXPOSED CONCRETE SHALL BE SMOOTH FORM FINISH. .tC� a °, 4 1/2" EDGE OF FOOTING CTJSI 0 12' -0* r KEYED NOTES SSMn 23' -0' MAX SPACING, TYP UNO Ot CONNECT TOOTING DRAIN TO CB /. PREPAREt SURFACE IN ACCORDANCE WITH CONSTRUCTION JOINT REOUIREMENTS DWG SO11. tt r M, O SEE DWG SO11 FOR REINFORCEMENT ARRANGEMENT AT /� — — -- — - -- - -- -- - -- - - -- - CTJS 1, lYP Y f N FOOTING OFFSET. 4' -4 1/2' 6 TOP /7 6 TOP i j7 ®6 BOT 16 ®6 BOT J7 ® 2 T&B J7 0 i _ r °D FAR FACE OF WALL j7 A 12 T&B Ins �o p is 1 - - -- TNG - -- -Q - - -- - -- ------ - - - - -- - - -NEAR FACE OF WALL \, EDGE OF F00 p Q 50' -6d ' -6' l REINFORCEMENT f 1i�A 112 HORZ ff 3/4 PLAN _ /6®12 VERT SCALE: 3/16' = 1' -0' — — - 12 v — GRAVEL BORROW 11 -6 11' -6' — — — — 2 CLR EL 276.70 EL 276.46 ARCHITECTURAL REVEAL EXTEND 8 CONTINUOUS MAT INTO — — — — TOP OF WALL FOOLING DRAIN TRENCH — — — — — \ FINAL GRADE, BEHIND MAX SPACING,1 TYP UNO -DWL, SEE ELEVATION ARCHITECTURAL REVEAL #9 0 12 FF 08 12 FF — ^ F CONE PER PVC � � �' � FOOTING DRAIN ° j6012 DWL it ' s \ � � - 1' SO GRAVEL BACKfILL FOR — 38' LAP - - - - -- - -- ----------- - - - - -- - -- -- - -- - -- — -- — - -- - - -- -- — -- — - -- - - - - - -- - - - -- -- - -- - - -- - - - - -- - -- -- - - - - -- DRAINS WRAPPED IN TYPE 6 � — GEOTEXRIE FILTER FABRK;, CONi — o ' (PO 00 �LZ GO. � -159 C'14 — � � VARIES, q SEE PLAN g \ ARCHITECTURAL REVEAL — -- — — 2 12 FF /8012FF e7012FF 17012FF� EL 253.26 n n W EL 247.23 EL J70" /7 ®12 DWI, 54' SEE PLAN FOR ' 6 OWL, 62" LAP 1 1 HK IN FOOTING REINFORCEMENT 1� EL 246,75 TOP OF FOOTING, VARIES ' j9®6 LAP A 3' HK IN FOO EL 247.25 FINAL GRADE NEAR SIDE SEE PLAN 0210 3' -6' HK IN FOOTING 5503 EXISTING GRADE BOTTOM OF TOOTING PROFILE ' ------ - - -- -- --- - - - - -- -- -_- --- - - - - -- - -- ---- -- -- - - -- -- --- - - - --- SCALE 3/8. = 1. -0. I PROFILE 5 0 5 10 15 20 SCALE: 3/16' = 1'-0" Scole Feet :s W EU- - W At L-T. Q DESIGNED BOW LAKE RECYCLING AND TRANSFER STATION PIMA= ""mmm Lc R.W. Bec k. Inc. SITE FACILITIES CONTRACT G00405C09 King Coun#y m F SH7. DF: CW L9 Department of Natural 1001 Fourth Avenue, suite 2500 m p Seattle, WA 98154 -1004 5C'� VERIFY SC ALE 206 695 -4700 RETAINING WALL H /u„� � ' BAR IS ONE INCH ON _ 5/6/D9 IKS KRH 90% SUBMITTAL Resources and Parks c ) G ANSI "D' DRAWING 5502 Q 0�1' I REV I DATE CHK'D APP'D REVISION DESCRIPTION Solid Waste Division ' 3 � 38 IRASeattle \11 -00839 -20000 Bow Lake TRS Expansion ProjectTata and Analytical\ Structural \FacilitiesSiteW all s \R eadyForReview\WalI H\ WaIIH- FuelingFacility- SecRog§.Alflf 7 'f vt 3 g' a e 7.61 0.90 (MN) (BASE /2 -a) , middle 1/3 2.84 (BASE /6) middle 1/2 4.25 (BASE /4) resultant in mid 1/3? Yes ' resultant in mid 1/2? Yes within base? Yes P/A 2726 ' M/S 862 bearing max 3588 bearing min 1864 sliding 1.54 ' 1 • IRASeattle \11- 00839 -2000u Bow Lake TRS Expansion Project0ata and Anal ytical\ Structural\ FacilitlesSileWalls \ReadyForReview \Wall H\ Wal iH- Fuelin(jFacility- SectPGg6.0s)f 7 6422 74 38 R: \Seattle \11 - 00839 -20000 Bow Lake TRS Expan. in Project0ata and Anal ytical\Struct ral\ FacilitiesSiteWalIs \ReadyForReview \Wall ~+"W tdIH- FueiingFacility- SecROO.Baf 7 King County SWMD BLPTF Top of Wall Bottom of footing 276.46 247.10 Wall Concrete Design Top of footing 249.60 Wall: Retaining Wall H - Section A Soil over heel 272.96 LC: 0.9D +1.6H +E Soil over toe Impact elevation 249.60 275.21 Wall Geometry Hactive 25.86 Final grade over heel to bottom of footing Hpassive 2.50 Final grade over toe to bottom of footing Hsoilheel 23.36 Depth of soil over heel Hsoiltoe 0.00 ft Depth of soil over toe HEEL 10.33 ft Heel length STEMTOP 1.00 ft Stem thickness at top of wall ' Stembot 2.68 Stem thickness at footing TOE 4.00 ft Toe length BASE 17.01 ft Total base length THICK 2.5 ft Base thickness WCONC 150 pcf Weight of concrete Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.45 sliding friction coefficient (no FS) Loads Wsteml 4029 lb/ft Wstem2 3382 lb /ft Wbase 6380 lb/ft Wsoilheel 32587 lb/ft W soiltoe 0 lb/ft Pa 11703 lb/ft Psurch 1810 lb/ft Impact 1000 Ib /ft EQ Soil 4347 lb/ft EQ Stem 3038'lb /ft LC:0.9D +1.6H +E Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (Ib /ft) (ft) (ft-lb) Wsteml D 0.9 3626 4.50 16317 Wstem2 D 0.9 3044 5.56 16921 Wbase D 0.9 5742 8.51 48838 Wsoilheel D 0.9 29328 11.85 347408 Wsoiltoe D 0.9 0 2.00 0 Pa H 1.6 -18725 8.62 - 161407 Psurch H 0 0 12.93 0 Impact L 0 0 28.11 0 EQ soil E 1 -4347 12.93 -56204 EQ Stem E 1 -3038 13.46 -40907. Passive H 0 0 0.83 0 Totals 41740 -26110 170967 74 38 R: \Seattle \11 - 00839 -20000 Bow Lake TRS Expan. in Project0ata and Anal ytical\Struct ral\ FacilitiesSiteWalIs \ReadyForReview \Wall ~+"W tdIH- FueiingFacility- SecROO.Baf 7 9-437 a 4.10 (MN) e 4.41 (BASE /2 -a) middle 1/3 2.84 (BASE /6) middle 112 4.25 (BASE /4) resultant in mid 1/3? No resultant in mid 1/2? No within base? Yes P/A M/S bearing max 6794 bearing min 0 sliding 0.72 R:\Seattle11 1- 00839 -20000 Bow Lake TRS Expansion ProjectOaia and At yticahStructurahl' acilitiesSiteWalls ',ReadyForRevieMWall H\WaIIH- FRiel,ogFacdlty- SecPoo.6nf 7 R.\SealfleN1 1.00830 -20000 Bow Lake TRS Expan,un Pr(-yec1\Dala ..n!I Anal l,ciR Structural\ FacililiesSileWalls\ReadyForReviu-.v'.WalI HkWaIIH- F,,:.nngFaahry- SeuionA +Is Page 7 OI 7 King County SWMD Top of Wall 276.46 BLPTF Bottom of footing 247.10 Wall Concrete Design Top of footing 249.60 Wall: Retaining Wall H - Section A Stem Design Soil over heel 272.96 LC: 0.9D +1.6H +E Soil over toe 249.60 Impact elevation 275.21 Wall Geometry Hactive 25.86 Final grade over heel to bottom of footing Hpassive 2.50 Final grade over toe to bottom of footing Hsoilheel 23.36 Depth of soil over heel Hsoiltoe 0.00 ft Depth of soil over toe HEEL 10.33 ft Heel length STEMTOP 1.00 ft Stem thickness at top of wall Stembot 2.68 Stem thickness at footing TOE I 4.00 ft Toe length BASE 17.01 ft Total base length THICK 2.5 ft Base thickness WCONC 150 pcf Weight of concrete Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) Vimpact 1000 lb/ft ,.Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.45 sliding friction coefficient (no FS) Loads W steml 4029 lb/ft Wstem2 33821b/ft Wbase 6380 lb /ft W soilheel 32587 lb/ft W soiltoe 0 lb/ft Pa 9550 Ib /ft Psurch 16351b/ft Impact 1000 lb /ft EQ Soil 3927 lb/ft EQ Stem LC:0.9D +1.6H+E 3038 lb/ft Moment Load Arm about Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Pa H 1.6 -15279 7.79 - 118975 EQ soil E 1 -3927 11.68 -45862 EQ Stem E 1 -3038 9.90 -30091 Totals 0 -22244 - 194928 d 29.645 Mu /4d W= Asmin flexure 11 [ACI 318 -05 10.5] 6, As =2.700 Cutoff soil height 15.4895098 Loads Wsteml 2848 lb /ft CutoffStembot 2.186844364 Wstem2 1379 lb/ft Pa 4199 lb/ft EQ Soil 1560 lb/ft EQ Stem 3038 Ib /ft Moment Load Arm aboutA Load Category Factor Vert (Ib/ft) Horz (lb /ft) (ft) (ft -lb) Pa H 1.6 -6718 5.16 -34686 EQ soil E 1 -1560 7.74 -12078 EQ Stem E 1 -3038 6.90 -20974 Totals 0 -11316 -67737 d 23.7421324 88000 Mu /4d Asmin flexure [ACI 318 -05 10.51 R.\SealfleN1 1.00830 -20000 Bow Lake TRS Expan,un Pr(-yec1\Dala ..n!I Anal l,ciR Structural\ FacililiesSileWalls\ReadyForReviu-.v'.WalI HkWaIIH- F,,:.nngFaahry- SeuionA +Is Page 7 OI 7 BLRTS , Retaining Wall H - Footing Design Section A, retained soil height = 25 ft WALL GEOMETRY Height of stem (ft) Hw := 25.86 Length of heel (ft) Heel := 10.33 Length of toe (ft) Toe := 4.00 Stem thickness (ft) Stem := 2.68 Footing thickness (in) D:= 30 Distance from edge to centroid of reinforcement in dfoot := D - 3.5 dfoot = 26.5 footing (in) Total base length (ft) base := Heel + Toe + Stem base = 17.01 FOOTING DESIGN Load Case: 0.9D +1.OE +1.6H Loads Comp: L H Date: Checked: Date: 1 0l 3 S REINF BAR AREAS (so in) As7 :_ .60 As6 := 0.44 As5 :_ .31 As8 :_ .79 As9:= I As] 0:= 1.27 Heel O p3 Toe p2 Maximum bearing (at toe), p2 Slope of bearing, 0 Bearing where toe meets stem, p3 Distance from end of heel to p =0, d Weight of soil over heel, factored (lb /ft) Weight of concrete, factored (lb /ft) p2 := 6794 .a:= 4.10 0 :_ (p2) 0 = 552.36 (3•a) p3 := p2 - 0 Joe p3 = 4585 d:= base -3-a d =4.71 Wsoil := 135•Hw• 1.0.9 Wsoil = 3142 Wconc := 150-2.25.1-0.9 Wconc = 304 Comp: LM6- Date: Checked: Date: 111,39 HEEL (top reinforcement, "Astop ") Shear Maximum shear in heel, " Vuheel" (lb) (Heel - d)2 Vuheel := Wsoil•Heel + Wconc•Heel - 0• Vuheel = 26872 2 Allowable shear in footing, "Vcfoot" (lb) Vcfoot:= 0.75.2• 4000.12•dfoot Vcfoot = 30168 Vu <¢Vn - OK Flexure Maximum moment in heel, "Mhmax" (ft -lb) Heel Heel Mhmax := Wsoil + Wconc - 0 (Heel - d) 3 Mhmax = 167505 2 2 6 M h max 1000 Asreqtop :_ (4•dfoot) Asreqtop = 1.58 Use #9 @6 Top Astop := As9.2 Astop = 2.00 As >Asreq TOE (bottom reinforcement, "Asbot ") Maximum shear in toe, " Vutoe" (lb) Vutoe := Wconc•Toe - p3-Toe - (p2 - p3)• TOe Vutoe = -21542 2 ¢Vcfoot = 30168 Flexure Vu <oVn - OK Maximum moment in toe, " Mtmax" (ft -lb) Mtmax := Wconc CToel2 - p3•I\ /l (Toe)2 (p2 - p3)•Toe2 • JJ Mtmax = -28907 2 3 2 Mtmax Asreqbot := 1000 Asregbot = -0.27 4•dfoot Minimum Area of Steel Asmintemp := .0018-12-D [ACI 318 7.121 Asmintemp = 0.65 Asminflexure := 0.0033.12•dfoot [ACI 318 10.4] Asminflexure = 1.05 Use #7 @6 Bottom if As >1.33Asreq, 10.4 does not apply Asbot := As7-2 Asbot = 1.20 As >Asreq z 0,1 x 1.33 = 0.3 � 60)12- As :; 6,qq ►a/3 9 King County SWMD BLPTF Wall Stability Analysis Wall: Retaining Wall H - Section B LC: D +H (includes surcharge loads) Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation 273.50 247.10 249.60 270.00 249.60 272.25 Wall Geometry Hactive 22.90 Final grade over heel to bottom of footing Hpassive 2.5 Final grade over toe to bottom of footing Hsoilheel 20.4 Depth of soil over heel Hsoiltoe 0 it Depth of soil over toe HEEL 9 ft Heel length STEMTOP 1.00 ft Stem thickness at top of wall Stembot 2.49 Stem thickness at footing TOE 3 ft Toe length BASE 14.49 it Total base length THICK F�l ft Base thickness WCONC pcf Weight of concrete Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent Fluid weight, active SURCH 2 It Traffic surcharge (equivalent soil depth) Vimpact 1000 Ib /ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.451 sliding friction coefficient (no FS) Loads W stem 1 3585 1 b /ft Wstem2 2678 lb /ft W base 5435 lb/ft Wsoilheel 24786 lb/ft Wsoiltoe 0 lb/ft Pa 9177 lb/ft Psurch 1603 lb/ft Impact 1000 1b /ft EQ Soil 3409 lb/ft EQ Stem 2568 lb/ft LC: D +H (includes surcharge loads) Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft-lb) Wsteml D 1 3585 3.50 12548 Wstem2 D 1 2678 4.50 12043 Wbase D 1 5435 7.25 39388 Wsoilheel D 1 24786 9.99 247705 Wsoiltoe D 1 0 1.50 0 Pa H 1 -9177 7.63 -70052 Psurch H 1 -1603 11.45 -18354 Impact L 0 0 25.15 0 EQ soil E 0 0 11.45 0 EQ Stem E 0 0 12.32 0 Passive H 0 0 0.83 0 Totals 36484 -10780 223277 R: \Seattle\l 1- 00839 -20000 Bow Lake TRS E.,pans4on Project0ata and Analytical\ Struclural\ FacilitiesSiteWalls \ReadyForReview�Wall H\ Walltl- FuelingFacility- SecRogB.Ala( 7 R: \Seattle \11.00839 -20000 Bow Lake TRS Eapans on Project''iData and Anal yticahStructural\ FacilitiesSiteWalls \ReadyForReview%WalI H• M/; d!H- FuelingFacilily- SecPog%.eDf 7 IV 31 RASeattle \11- 00839 -20000 Bow Lake TRS Expansion Project\Data and Anal ytical \StructuralTacilitiesSiteW all s \ReadyForRevie, '.Vall H\ WaIIH- FuelingFacility- SecPaKjB.0s)f 7 a 5.27 (MN) e 1.98 (BASE /2 -a) middle 1/3 2.42 (BASE /6) middle 1/2 3.62 (BASE /4) resultant in mid 1/3? Yes resultant in mid 1/2? Yes within base? Yes P/A 2517 M/S 2063 bearing max 4580 bearing min 454 sliding 1.23 Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC 22.90 2.50 20.4 0.00 ft 9.00 It 1.00 ft 2.49 3.00 ft 14.49 ft ft F=��IQOpcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight pcf Equivalent fluid weight, active ft Traffic surcharge (equivalent soil depth) lb/ft Vehicle Impact load H psf Seismic factor (uniform load, full height) Seismic coefficient for mass acceleration sliding friction coefficient (no FS) 35 2 1000 6.5 0.41 0.45 273.50 247.10 249.60 270.00 249.60 272.25 Loads Wsteml 3585 lb/ft Wstem2 2678 lb /ft W base 5435 lb/ft Wsoilheel 24786 lb /ft Wsoiltoe 0 lb/ft Pa 9177 lb/ft Psurch 1603 lb/ft Impact 1000 lb/ft EQ Soil 3409 lb/ft EQ Stem 2568 lb/ft LC: 0.9D +1.6H +E Moment Load Arm about A Load Category Factor Category Factor Vert (lb /ft) Vert /ft) Horz (lb /ft) Horz /ft) (ft) (ft) (11-lb) -lb) Wsteml D 0.9 3227 3.50 11293 Wstem2 D 0.9 2410 4.50 10839 Wbase D 0.9 4892 7.25 35449 Wsoilheel D 0.9 22307 9.99 222935 Wsoiltoe D 0.9 0 1.50 0 Pa H 1.6 -14683 7.63 - 112084 Psurch H 0 0 11.45 0 Impact L 0 0 25.15 0 EQ soil E 1 -3409 11.45 -39029 EQ Stem E 1 -2568 12.32 -31629 Passive H 0 0 0.83 0 Totals 32835 -20660 97774 l6/ 38 R:1Seattlell 1-00839 -20000 Bow Lake TRS Expansion Pioje,alDala and Anal yticaRStructural TacililiesSileWalls lReady For Review Mall H1Wa1;" uelingF,,,;drty- Secpoc;a.6af 7 17137 a 2.98 (MN) e 4.27 (BASE /2 -a) middle 1/3 2.42 (BASE /6) middle 1/2 3.62 (BASE /4) resultant in mid 1/3? No resultant in mid 1/2? No within base? Yes P/A - M/S - bearing max 7351 bearing min 0 sliding 0.72 R: \Seattle \11 - 00839 -20000 Bow Lake TRS Expansion ProjecnData and Anal ytical\ Structural\ FacilitieSSiteWalls \ReadyForReview,W all H\ WaIIH- FuelingFacdity- Secriacfi.klaf 7 King County SWMD Top of Wall 273.50 BLPTF Bottom of footing 247.10 Wall Concrete Design Top of footing 249.60 Wall: Retaining Wall H - Section B - Stem Design Soil over heel 270.00 LC: 0.9D 1.6H E Soil over toe 249.60 Impact elevation 272.25 ' Wall Geometry Hactive 22.90 Final grade over heel to bottom of footing Hpassive 2.50 Final grade over toe to bottom of footing Hsoilheel 20.4 Depth of soil over heel Hsoiltoe 0.00 ft Depth of soil over toe HEEL 9.00 it Heel length STEMTOP 1.00 it Stem thickness at top of wall Stembot 2.491 Stem thickness at footing TOE 3.00 ft . Toe length BASE 14.49 it Total base length THICK 2.5 ft Base thickness WCONC 150 pcf Weight of concrete Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.45 sliding friction coefficient (no FS) Loads Wsteml Wsteml 3585 Ib /ft 2678 Ib /ft Wbase 5435 lb /ft Wsoilheel 24786 lb/ft W soiltoe 0 lb/ft Pa 7283 1b /ft Psurch 14281b/ft Impact 1000 lb /ft EQ Soil 3037 lb/ft EQ Stem LC: 0.9D +1.6H +E 2568 lb/f( Moment Load Arm about Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (11-lb) Pa H 1.6 -11652 6.80 -79237 Psurch H 0 0 10.20 0 EQ soil E 1 -3037 10.20 -30973 EQ Stem E 1 -2568 8.75 -22457 Totals 0 -17257 - 132667 d 27.43 Mu /4d 1.21 0.60468114 Asmin flexure 1.09 CI 18 -05 10.5] #8A1209012. As= 1.79 � G) _ Cutoff soil height 14.29 Loads Wsteml 2669 lb /ft CutoffStembot 2.11 W stem2 1192 lb/ft Pa 3574 lb/ft Psurch 1000 lb /ft EQ Soil 1328 lb/ft EQ Stem 2568 lb/ft Moment Load Arm about Load Category Factor Vert (Ib /ft) Horz (Ib/ft) (ft) (ft-lb) Pa H 1.6 -5719 4.76 -27246 Psurch H 0 0 7.15 0 EQ soil E 1 -1328 7.15 -9487 EQ Stem E 1 -2568 6.41 -16460 Totals 0 -9614 -53193 d 22.84 Mu/4d 0.58 Asmin flexure 0.90 ` #80D1 2, As= 0.79 (AC] 318 -05 10.51 (0.79 > 1.33'0.58 so OK] IR.\Seattle\ 11-00839-20000 Bow Lake TRS &pa ;rsb. ji Proj - -1 Tale and AnalyGCar, Struclt,rall FacliliesSiteWalls \ReadvFOrRevlewlWall H=W 0,- Fueiingracdu•. Seclion&xls 12 13 2 Page 7 of 7 BLRTS Retaining Wall H - Footing Design Section B, retained soil height = 23 ft WALL GEOMETRY Height of stem (ft) Hw := 23 Length of heel (ft) Heel := 9.0 Length of toe (ft) Toe := 3 Stem thickness (ft) Stem := 2.49 Footing thickness (in) D:= 30 Distance from edge to centroid of reinforcement in dfoot := D — 3.5 dfooc = 26.5 footing (in) Total base length (ft) base := Heel + Toe + Stem base = 14.49 FOOTING DESIGN Load Case: 0.9D +1.OE +1.6H Loads Comp: G__ Date: Checked: Date: 1'9138 REINF BAR AREAS (so in) As7 :_ .60 As6 := 0.44 As5 :_ .31 As8 :_ .79 As9:= I As10:= 1.27 Heel p3 Toe p2 Maximum bearing (at toe), p2 Slope of bearing, 0 Bearing where toe meets stem, p3 Distance from end of heel to p =0, d Weight of soil over heel, factored (lb /ft) Weight of concrete, factored (lb /ft) p2 := 7351 a := 2.98 0 :_ (p2) 0 = 822.26 (3•a) p3 := p2 — 0 -Toe p3 = 4884 d := base — 3-a d = 5.55 Wsoil := 135-Hw• 1.0.9 Wsoil = 2795 Wconc := 150.2.25.1.0.9 Wconc = 304 Comp: Date: Checked: Date: ':�-o/ ,3g HEEL (top reinforcement, "Astop ") Shear Maximum shear in heel, " Vuheel" (lb) l - d)2 Vuheel := Wsoil•Heel + Wconc•Heel - 0 (Hee Vuheel = 22991 2 Allowable shear in footing, "Vcfoot" (lb) �Vcfoot := 0.75.2• 4000)• 12•dfoot �Vcfoot = 30168 Vu <�Vn - OK Flexure Maximum moment in heel, "Mhmax" (ft -lb) Heel Heel (Heel - d)i Mhma.� := Wsoil- +Wconc• — 0- �9hmax = 1 19852 2 2 6 Asreqtop :_ (4- dfoot) Asreqtop = 1.13 Use #7 @6 Top Astop := As7.2 Astop = 1.20 As >Asreq TOE (bottom reinforcement, "Asbot ") Shear Maximum shear in toe, " Vutoe" (lb) Vutoe := Wconc•Toe — p3-Toe — (p2 — p3). Toe Vutoe = —17442 2 �Vcfoot = 30168 Flexure Vu <oVn - OK Maximum moment in toe, "Mtmax" (ft -lb) CMtmax:= Toel2 (Toe)2 (p2 — p3)•Toe2 Wconc• it — p3• Mtmax = —17706 2 2 3 Mtmax Asreqbot := 1000 Asregbot = —0.17 4•dfoot Minimum Area of Steel Asmintemp :_ .0018.12.1) [ACI 318 7.12] Asmintemp = 0.65 Asminflexure := 0.0033.12-dfoot [ACI 318 10.41 Asminflexure = 1.05 Use #6 @6 Bottom if As >1.33Asreq, 10.4 does not apply Asbot := As6.2 Asbot = 0.88 As >Asreq 133 (o.n) = 0,'Z 3 EQ soil EQ Stem E E 0 0 0 7.63 8.75 0 0 Passive H 0 0 0.67 0 Totals 17424 -5137 63879 '1 IRASeallle \11 -00839 -20000 Bow Lake TRS Expansion ProleclOala and Anal ytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall Ht4:4 tlH- FuelingF,acilily- SecRoq@.Alsf 7 a 3.67 (MN) e 1.11 (BASE /2 -a) middle 1/3 1.59 (BASE /6) middle 1/2 2.39 (BASE /4) resultant in mid 1/3? Yes resultant in mid 1/2? Yes within base? Yes PIA 1825 M/S 1270 bearing max 3095 bearing min 555 sliding 1.53 R:\Seattletl 1 -00839 -20000 Bow Lake rRS Expansion Projecl,Data and Analytical\ Structural\FacilitiesSitewalls \ReadyForReview \Wall H\ WaIIH- FuelinyFac..ry- SecRogO.21of 7 LC: D +H +E Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml Wstem2 D D 1 1 2513 1315 2.00 2.85 5025 3747 Wbase D 1 2864 4.77 13671 Wsoilheel D 1 10733 6.55 70264 Wsoiltoe Pa D H 1 1 0 -4070 0.75 5.08 0 -20688 Psurch H 0 0 7.63 0 Impact L 0 0 17.50 0 EQ soil EQ Stem E E 0.7 0.7 -1058 -1099 7.63 8.75 -8068 -9614 Passive H 0 0 0.67 0 Totals 17424 -6227 54337 03/,37 IR:\Seattle \11- 00839 -20000 Bow Lake TRS Expansion Project \Data and Anal ytical \Structural\FacilitiesSiteWall s \ReadyForRevieMVVall rt',vVan f- FuelingFacility- Sect�agB.Slo( 7 3,y /38 a 3.12 (MN) e 1.65 (BASE /2 -a) middle 1/3 1.59 (BASE /6) middle 1/2 2.39 (BASE /4) resultant in mid 1/3? No resultant in mid 1/2? Yes within base? Yes P/A - M/S - bearing max 3725 bearing min 0 sliding 1.26 RiSeattle \11 -00839 -20000 Bow Lake TRS Expansion Prolect\Data and Anal ytical\ Structural\ FacllitiesSiteWalIs \ReadyForReview \Wall H\ Wa IIH- FuelingFacility- SecPog@.Alsf 7 - King County SWMD BLPTF Wall Concrete Design Wall: Retaining Wall H - Section C LC: 0.9D +1.6H +E Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC 15.25 2.00 13.25 0.00 ft 6.00 ft 1.00 ft 2.05 1.50 ft 9.55 ft ft F= 150 pp cf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth" of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight pcf Equivalent Fluid weight, active ft Traffic surcharge (equivalent soil depth) lb/ft Vehicle Impact load H psf Seismic factor (uniform load, full height) Seismic coefficient for mass acceleration sliding friction coefficient (no FS) 35 2 1000 6.5 0.41 0.4> 266.00 247.25 249.25 262.50 249.25 264.75 Loads Wsteml 2513 lb/ft Wstem2 1315 lb/ft Wbase 2864 ib /ft Wsoilheel 10733 lb/ft W soiltoe 0 lb/ft Pa 4070 lb/ft Psurch 1068 lb/ft Impact 1000 lb/ft EQ Soil 1512 lb/ft EQ Stem 1569 Ib /ft LC: 0.9D +1.6H +E Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 0.9 2261 2.00 4523 Wstem2 D 0.9 1184 2.85 3372 Wbase D 0.9 2578 4.77 12304 Wsoilheel D 0.9 9659 6.55 63238 Wsoiltoe D 0.9 0 0.75 0 Pa H 1.6 -6512 5.08 -33101 Psurch H 0 0 7.63 0 Impact L 0 0 17.50 0 EQ soil E 1 -1512 7.63 -11526 EQ Stem E 1 -1569 8.75 -13734 Passive H 0 0 0.67 0 Totals 15682 -9593 25075 as /3S IRASeattle \11 -00839 -20000 Bow Lake TRS Expansion Projecl\Data and Analvtical\ Structural\ FacilitiesSiteWalls \ReadyForReview,W all H\WallH- FuelingFac-lily SecPaq@ Slot 7 U - a 1.60 (MN) e 3.17 (BASE /2 -a) middle 1/3 1.59 (BASE /6) middle 1/2 2.39 (BASE /4) resultant in mid 1/3? No resultant in mid 1/2? No within base? Yes P/A _ M/S - bearing max 6538 bearing min 0 sliding 0.74 R:\Seattle \11- 00839 -20000 Bow Lake TRS Expansion Prulect \Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall H1 WaIIH- FuelingFacility- Seckl3g@.Elgl 7 King County SWMD Top of Wall 266.00 BLPTF Bottom of footing 247.25 Wall Concrete Design Top of footing 249.25 Wall: Retaining Wall H - Section C Stem Design Soil over heel 262.50 LC: 0.90 +1.6H +E Soil over toe 249.25 Impact elevation 264.75 Wall Geometry Hactive 15.25 Final grade over heel to bottom of footing Hpassive 2.00 Final grade over toe to bottom of footing Hsoilheel 13.25 Depth of soil over heel Hsoiltoe 0.00 ft Depth of soil over toe HEEL 6.00 ft Heel length STEMTOP 1.00 ft Stem thickness at top of wall Stembot 2.05 Stem thickness at footing TOE 1.50 ft Toe length BASE 9.55 ft Total base length THICK 2 ft Base thickness WCONC 150 pcf Weight of concrete Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.45 sliding friction coefficient (no FS) Loads Wsteml 2513 Ib /ft W stem2 1315 Ib /ft Wbase 2864 lb /ft Wsoilheel 10733 lb/ft W soiltoe 0 lb/ft Pa 3072 Ib /ft Psurch 928 Ib /ft Impact 1000 lb /ft EQ Soil 1313 lb/ft EQ Stem 1569 lb/ft LC: 0.9D +1.6H +E Moment Load Arm about Load Category Factor Vert (Ib/ft) Horz (lb /ft) (ft) (ft -lb) Pa H 1.6 -4916 4.42 -21711 Psurch H 0 0 6.63 0 EQ soil E 1 -1313 6.63 -8701 EQ Stem E 1 -1569 5.87 -9206 Totals 0 -7798 -39619 d 22.06 Mu /4d 0.45 Asmin flexure 0.87 [ACI 318 -05 10.51 #7012. As= 0.60 [ >1.33'Asreq] IR.�SeattleU 1- 00639 -20600 B- Lake TRS Erpan<,0n P,nlr:,.: ..q„ ,,,, • _.,,; , SlicaLStruct urali Facilit, es5itewaus\ReadyFOrReview\kNall HwaIIH FuehngFaoki,S., :i,).!f .. 27 13 g Page 7 0 7 BLRTS Retaining Wall H - Footing Design Section C, retained soil height = 15 ft WALL GEOMETRY Height of stem (ft) Hw := 15.25 Length of heel (ft) Heel := 6 Length of toe (ft) Toe := 1.5 Stem thickness (ft) Stem := 2 Footing thickness (in) D:= 24 Distance from edge to centroid of reinforcement in dfoot := D — 3.5 cifoot = 20.5 footing (in) Total base length (ft) base := Heel + Toc -- Stem base = 9.50 FOOTING DESIGN Load Case: 0.9D +1.OE +1.6H Loads Comp: 6_ Date: Checked: Date: :13S REINF BAR AREAS (sa in) As7 :_ .60 As6 := 0.44 As5 :_ .31 As8 :_ .79 As9:= I As10:= 1.27 Heel p3 Toe p2 Maximum bearing (at toe), p2 Slope of bearing, 0 Bearing where toe meets stem, p3 Distance from end of heel to p =0, d Weight of soil over heel, factored (lb /ft) Weight of concrete, factored (lb /ft) p2 := 6538 a:= 1.60 0 :_ (p2) 0 = 1362.08 (3•a) p3 := p2 — 0 -Toe p3 = 4495 d := base — 3-a d = 4.70 Wsoil:= 135.Hw.1.0.9 Wsoil = 1853 Wconc := 150.2.25.1.0.9 Wconc = 304 HEEL (top reinforcement, "Astop") Shear Maximum shear in heel, "Wheel" (lb) (Heel — d)2 Vuheel := Wsoil•Heel + Wconc•Heel — 0• 2 Allowable shear in footing, "Vcfoot" (lb) r Vcfoot := 0.75.2•( 4000 .12•dfoot Flexure Maximum moment in heel, "Mhmax" (ft -lb) Heel- Heel- (Heel - d) 3 Mhmax := Wsoil + Wconc - 0• 2 2 6 Asreqtop :_ (4•dfoot) Use #7 @12 Top Astop := As7 TOE (bottom reinforcement, "Asbot ") Maximum shear in toe, " Vutoe" (lb) Vutoe := Wconc•Toe - p3-Toe - (p2 - p3)• Toe — 2 Flexure Maximum moment in toe, " Mtmax" (ft -lb) WCMtmax:= conc• Toe) 2 - p3• CToel2 - (p2 - p3)•Toe2 J 1111 2 2 3 Mtmax Asreqbot :_ 1000 4•dfoot Minimum Area of Steel Asmintemp :_ .0018.12•D [ACI 318 7.12] Asminfle.xure := 0.0033.12•dfoot [ACI 318 10.41 Use #7 @12 Bottom if As> 1.33Asreq, 10.4 does not apply Asbot :_ As7 Comp: L-Jr 1 Gf Date: Checked: Date: a9 /3i Vuheel = 1] 789 �Vcfoot = 23338 Vu <�Vn - OK Mhmax = 38321 Asregtop = 0.47 Astop = 0:60 As >Asreq Vutoe = -7819 �Vcfoot = 23338 Vu < #n - OK Mtmax = -3890 Asreqbot = -0.05 Asmintemp = 0.52 Asminflexure = 0.81 Asbw = 0.60 As >Asrecl 3oj1g King County SWMD BLPTF Wall Stability Analysis Wall: Retaining Wall H - Section D LC: D +H (includes surcharge loads) Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC Loads 8.25 2 6.25 0 ft 3 ft 1.00 ft 1.61 1.5 ft 6.11 ft F=::�1:510 ft pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight pcf Equivalent fluid weight, active ft Traffic surcharge (equivalent soil depth) lb/ft Vehicle Impact load H psf Seismic factor (uniform load, full height) Seismic coefficient for mass acceleration sliding friction coefficient (no FS) 35 2 1000 6.5 0.41 0.45 259.00 247.25 249.25 255.50 249.25 257.75 W stem 1 1463 lb/ft Wstem2 446 lb/ft Wbase 1833 lb/ft Wsoilheel 2531 lb/ft Wsoiltoe 0 Ib /ft Pa 1191 lb/ft Psurch 578 lb/ft Impact 1000 lb/ft EQ Soil 442 lb/ft EQ Stem 782 lb/ft LC: D +H (includes surcharge loads) Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1 1463 2.00 2925 Wstem2 D 1 446 2.70 1205 Wbase D 1 1833 3.05 5599 Wsoilheel D 1 2531 4.61 11667 Wsoiltoe D 1 0 0.75 0 Pa H 1 -1191 2.75 -3276 Psurch H 1 -578 4.13 -2382 Impact L 0 0 10.50 0 EQ soil E 0 0 4.13 0 EQ Stem E 0 5.80 0 Passive H 0 0 0.67 0 Totals 6272 -1769 15738 R: \Seattle \11 -00839 -20000 Bow Lake TRS Expansion r:,.geci,L)ota and Anal ytical\ Str uctural\ FacilitiesSiteWalls \ReadyForRevtew \Wall H' WaIIH- Fueling; .3cddy- SecRUKffl.Alof 7 31 13g a 2.51 (MN) e 0.55 (BASE /2 -a) middle 1/3 1.02 (BASE /6) middle 1/2 1.53 (BASE /4) resultant in mid 1/3? Yes resultant in mid 1/2? Yes within base? Yes P/A 1027 M/S 550 bearing max 1577 bearing min 477 sliding 1.60 R:\Seattle \11 -00839 -20000 Bow Lake TRS Expansion ProjecnData to : --ai vi canStructural\ Facil itiesSiteW alls \ReadyForReviewwV all H\ WaIIH- FuelingFa•:ibry-secfeoKo.klof 7 321 3g IRASeat1le111 -00839 -20000 Bow Lake TRS Expans,un Prolect0ata and Anal ytical\ Structural\ FacilitiesSiteWallslReadyForReviewMall HtWaIIH- FuetingFacility- SecRecU Slat 7 King County SWMD Top of Wall 259.00 BLPTF Bottom of footing 247.25 Wall Stability Analysis Top of footing 249.25 Wall: Retaining Wall H - Section D Soil over heel 255.50 LC: D+H +E Soil over toe 249.25 ' Impact elevation 257.75 Wall Geometry . Hactive 8.25 Final grade over heel to bottom of footing Hpassive 2.00 Final grade over toe to bottom of footing ' Hsoilheel 6.25 Depth of soil over heel Hsoiltoe 0.00 ft Depth of soil over toe HEEL 3.00 ft Heel length STEMTOP 1.00 ft Stem thickness at top of wall Stembot 1.61 Stem thickness at footing TOE 1.50 ft Toe length BASE 6.11 ft Total base length THICK 2 ft Base thickness WCONC 150 pcf Weight of concrete ' Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) ' Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.451 sliding friction coefficient (no FS) Loads Wsteml 1463 lb/ft W stem2 446 lb/ft Wbase 1833 lb/ft ' Wsoilheel 2531 lb/ft Wsoiltoe 0 lb/ft Pa 1191 lb/ft Psurch 578 lb/ft 1 Impact 1000 lb/ft EQ Soil 442 lb/ft EQ Stem 782 lb/ft LC: D +H +E Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1 1463 2.00 2925 Wsteml D 1 446 2.70 1205 W base D 1 1833 3.05 5599 Wsoilheel D 1 2531 4.61 11667 Wsoiltoe D 1 0 0.75 0 Pa H 1 -1191 2.75 -3276 Psurch H 0 0 4.13 0 Impact L 0 0 10.50 0 EQ soil EQ Stem E E 0.7 0.7 -310 -548 4.13 5.80 -1277 -3178 Passive H 0 0 0.67 0 Totals 6272 -2048 13664 321 3g IRASeat1le111 -00839 -20000 Bow Lake TRS Expans,un Prolect0ata and Anal ytical\ Structural\ FacilitiesSiteWallslReadyForReviewMall HtWaIIH- FuetingFacility- SecRecU Slat 7 a e middle 1/3 middle 1/2 resultant in mid 1/3? resultant in mid 1/2? within base? P/A M/S bearing max bearing min sliding 2.18 (MN) 0.88 (BASE /2 -a) 1.02 (BASE /6) 1.53 (BASE /4) Yes Yes Yes 1027 883 1910 143 1.38 33/39 R: \Seattle \) 1- 00839 -20000 Bow Lake TRS Expansron Pmlect\Daia and Anal yticalt St ructural\ FacititiesSiteWalls \ReadyForRevie .\Wall H �, VaIIH- FuelinuFacility- SecRRagO.41of 7 Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC 8.25 2.00 6.25 0.00 ft 3.00 ft 1.00 ft 1.61 1.50 ft 6.11 ft �ft 150 pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight pcf Equivalent fluid weight, active ft Traffic surcharge (equivalent soil depth) lb/ft Vehicle Impact load H psf Seismic factor (uniform load, full height) Seismic coefficient for mass acceleration sliding friction coefficient (no FS) 35 2 1000 6.5 0.41 0.45 259.00 247.25 249.25 255.50 249.25 257.75 Loads Wsteml 1463 lb/ft W stem2 446 lb/ft W base 1833 lb /ft Wsoilheel 2531 lb/ft Wsoiltoe 0 lb/ft Pa 1191 lb/ft Psurch 578 lb/ft Impact 1000 lb/ft EQ Soil 442 lb/ft EQ Stem 782 lb/ft LC: 0.9D +1.6H +E Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 0.9 1316 2.00 2633 Wsteml D 0.9 401 2.70 1084 Wbase D 0.9 1650 3.05 5039 Wsoilheel D 0.9 2278 4.61 10501 Wsoiltoe D 0.9 0 0.75 0 Pa H 1.6 -1906 2.75 -5241 Psurch H 0 0 4.13 0 Impact L 0 0 10.50 0 EQ soil E 1 -442 4.13 -1825 EQ Stem E 1 -782 5.80 -4541 Passive H 0 0 0.67 0 Totals 5645 -3130 7650 3y13 9 IR: \Seattle \11 - 00839 -20000 Bow Lake TRS Expansion Proiect0ata afo Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview\Wall H\Wa11H- Fuehnyl- t +cilirr Se�:F .51af 7 353 8' a 1.36 (MN) e 1.70 (BASE /2 -a) middle 1/3 1.02 (BASE /6) middle 1/2 1.53 (BASE /4) resultant in mid 1/3? No resultant in mid 1/2? No within base? Yes P/A - M/S - bearing max 2777 bearing min --eii 0 L R:\Seattle \11-00839-20000 Bow Lake TRS Expansion ProjectOata and Anal ytical\ Structural\ FacilitiesSiteWalIs \ReadyForReview \Wall H \W all H -Fuel ingFacility- SecPa,> Vot 7 IR fSeattleft 1. 00839 -20000 Bow Lake TRS Expensinn Pfuto, ;.D >,•; rn -„ -�,laivucal'.Slruclural',Facilities SileWalls\ReadyFofReviewtWall HfWaI]H- FuelingF.,.:daySec❑„,,C is Page 7 of 7 BLRTS Retaining Wall H - Footing Design Section D, retained soil height = 8 ft WALL GEOMETRY Height of stem (ft) Hw := 8.25 Length of heel (ft) Heel := 3.0 Length of toe (ft) Toe := 1.5 Stem thickness (ft) Stem := 1.6 Footing thickness (in) D:= 24 Distance from edge to centroid of reinforcement in dfoot := D — 3.5 dfoot = 20.5 footing (in) Total base length (ft) base := Heel + Toe + Stem base = 6.10 FOOTING DESIGN Load Case: 0.9D +1.OE +1.6H Loads Comp: LM Cr Date: Checked: Date: 37/3p REINF BAR AREAS (sa in) As7 :_ .60 As6 := 0.44 As5 :_ .31 As8 := .79 As9:= I As10:= 1.27 Heel p3 Toe p2 Maximum bearing (at toe), p2 Slope of bearing, 0 Bearing where toe meets stem, p3 Distance from end of heel to p =0, d Weight of soil over heel, factored (lb /ft) Weight of concrete, factored (lb /ft) p2 := 2777 a:= 1.36 0 :_ (p2) 0 = 680.64 (3•a) p3 := p2 — 0 -Toe p3 = 1756 d := base — 3-a d = 2.02 Wsoil:= 135•Hw•1.0.9 Wsoil = 1002 Wconc := 150.2.25.1.0.9 Wconc = 304 Comp: r�iT Date: Checked: Date: 39/32 HEEL (top reinforcement, "Astop ") Shear Maximum shear in heel, " Vuheel" (lb) (Heel — d)2 Vuheel := Wsoil•Heel + Wconc•Heel — 0• Vuheel = 3592 2 Allowable shear in footing, "Vcfoot" (lb) �Vcfoot := 0.75.2• 4000)• 12•dfoot �Vcfoot = 23338 Vu <oVn - OK Flexure Maximum moment in heel, "Mhmax" (ft -lb) I -leer Heel (Heel - d) 3 Mhmax := Wsoil + Wconc- - 0 Mhmax = 5771 2 2 6 M h max Asregtop :_ 1000 (4 dfoot) Asrcgtop = 0.07 Use #5 @12 Top Astop := As5 Astop = 0.31 TOE (bottom reinforcement, "Asbot ") Shear Maximum shear in toe, " Vutoe" (lb) Vutoe := Wconc•Toe - p3-Toe - (p2 - p3). Toe Vutoe = -2944 2 �Vcfoot = 23338 Flexure Vu <�Vn - OK Maximum moment in toe, " Mtmax" (ft -lb) Mtmax := Wconc• - p3• (Toe)2 Toe)2 (p2 - p3)•Toe2 I — I I —J - Mtmax = -1583 2 J ` 2 3 Mtmax Asreqbot := 1000 Asregbot = -0.02 4 - dfoot Minimum Area of Steel Asmintemp :_ .0018.12•D [ACI 318 7.12] Asmintemp = 0.52 Asminflexure := 0.0033.12•dfoot [ACI 318 10.41 Asminflexure = 0.81 Use #5 @12 Bottom if As >1.33Asreq, 10.4 does not apply Asbot := As5 Asbot = 0.31 FOOTING ANGLE POINT N:161,500.38 EDGE OF FOOTING E:1,285,198.23 N:161,447.98 E:1,285,189.67 ANGLE POINT N:161,456.42 E:1,285,196.35 I I I ' `EDGE OF FOOTING FOOTING ANGLE POINT N:161,447.05 N:161,456.12 - E:1,285,196.60 11,285,197.82 /�4 v / C r A f e. - -� - --=------------ - -- WALL SECTION A 8 STEPS • 6' -0" HORZ= 48' -0' 6 STEPS ® 1' -6" VERT = 9' -0' 2 Sl -EL 265 #604' FF 1 STEPPED FOOTING, EL 254.00 -- _ /TYP'\ - - - - - - - - - - EXISTING GRADE .- -- - - - - -- - --- EL ; LbLk L Z" ......_.. -. RML WA A — — � DRAWN W N SECTION LMG ? s�oNSrca�2``� VERIFY SCALE - BAR IS ONE INCH C W ANSI D' DRAWING SCALE 1/2 =1' -0' 0 �1" Z 5 0 5 10 15 20 SECTION 35, TOWNSHIP 23N, RANGE 4E ANGLE POINT N:161.502.00 CTJS2 ® 24' MAX SPACING E:1,285,209.07 ALIGN WITH WALL JOINTS CTJS2, TYP FAR FACE OF STEM FOOTING ANGLE POINT / � NF FACE S N:161,501.02 J OF STEM E:1,285,212.59 PLAN I v 'fRU SCALE: 1 /8- =r -o- -- — WALL SECTION B -- Q TOP OF WALL FINAL CRADE BEHIND 2 -3 � — — — — — — — — — — — — — — --440T2-r------ #7 ®12 FF -EL 262.00 to DATE 1706 OWL 54- LAP I7 06 OWL 54" LAP Law- TOP OF FOOTING, BOTTOM OF FOOTING NEAR 510E ELEVATION SCALE. 1/8 " =1' -0" OPTIONAL SLOPED C0h MONOLITHIC CONCRETE -- CTJW2 012' MAX SPACING, TYP FINAL GRADE, NEAR SIDE ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION REVEAL REVEAL, EL 261.00 GENERAL NOTES 1. ALL CONCRETE, THIS DWG, SHALL BE CLASS 4000. ,p 2. EXPOSED CONCRETE SHALL BE SMOOTH FORM FINISH. ca 3 IW N W Z J x V Q 0 CO) 3 D - --- -_ -- W — — — _- -- W N SECTION STEPPED 3/4"=l OOTINI -0 - SEE ELEVATION FOR WALL SECTION A " - FF REINFORCEMENT W SCALE 1/2 =1' -0' /5012 Z 5 0 5 10 15 20 1 0 1 2 3 4 5 - 1 0 1 2 3 J c -0" 1/2 _ =1, -0 3/4 =1 -0" O Scale Feet EL 261.00 Scale Feet () 1 la REVEAL 5013 SIM O I CONTINUOUS DRAIN MAT io /5®12- TOW EL VARIES I m ' Q #6012 L- #6012 ' ►I 2" CLR 16012 DETAIL SECTION STEPPED 3/4"=l OOTINI -0 - SEE ELEVATION FOR WALL SECTION A " - FF REINFORCEMENT SCALE 1/2 =1' -0' /5012 1) 5 0 5 10 15 20 1 0 1 2 3 4 5 - 1 0 1 2 3 Z c -0" 1/2 _ =1, -0 3/4 =1 -0" O Scale Feet EL 261.00 Scale Feet () 1 BOW LAKE RECYCLING AND TRANSFER STATION REVEAL 5013 SIM O 3/4 SITE FACILITIES CONTRACT 000405009 0 K• in LL- 12 d ~ 1001 Fourth Avenue, Suite 2500 O seatHe, WA 98154 -1004 RETA►NING WALL :1 - s" Z ,,, Resources and Parks f6®12 OWL, a 36" LAP s Cn � Solid Waste Division � cU) Uj BOTTOM OF FOOTING EL VARIESQ VARIES SEE ELEVATION J #6012 L- #6012 ' ►I DETAIL SECTION STEPPED 3/4"=l OOTINI -0 - WALL SECTION A " - LL. O SCALE 1/2 =1' -0' 5 0 5 10 15 20 1 0 1 2 3 4 5 - 1 0 1 2 3 -0" 1/2 _ =1, -0 3/4 =1 -0" Scale Feet Scale Feet Scale Feet () BOW LAKE RECYCLING AND TRANSFER STATION PROJECT NaMBIER: w �� SITE FACILITIES CONTRACT 000405009 0 K• in R.W. Beck, Inc. LL- 1001 Fourth Avenue, Suite 2500 Department of Natural seatHe, WA 98154 -1004 RETA►NING WALL :1 - s" w ,,, Resources and Parks (206) 695 -4700 S5o3 Solid Waste Division cU) 3/ ?7 ' RASea1tle \1 1 -00839 -20000 Bow Lake TRS Expansion Project0ala and Analytical\ Structural\ Facilit iesSiteW all s \ReadyForReviev.,WalI J% WaIIJ- SectionA- Stability.xllpage 1 of 5 King County SWMD Top of Wall 270.86 BLPTF Bottom of footing 261.00 Retaining Wall Concrete Design Top of footing 262.25 Wall: Wall J - Section A Soil over heel 267.36 LC: D +H +L (includes impact and surcharge loads) Soil over toe 263.25 Impact elevation 269.61 ' Wall Geometry Hactive 6.36 Final grade over heel to bottom of footing Hpassive 2.25 Final grade over toe to bottom of footing Hsoilheel 5.11 Depth of soil over heel ' Hsoiltoe 1 ft Depth of soil over toe HEEL 3.5 ft Heel length STEMTOP 1.00 ft Stem thickness at top of wall Stembot 1.54 Stem thickness at footing ' TOE 1.5 ft Toe length BASE 6.54 it Total base length THICK 1.25 ft Base thickness WCONC 150 pcf Weight of concrete ' Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) ' Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.45 sliding friction coefficient (no FS) ' Loads W stem 1 1292 lb/ft W stem 2 347 lb/ft W base 1226 lb /ft Wsoil 2414 lb/ft Pa 708 lb/ft Psurch 445 lb/ft Impact 1000 lb/ft ' I LC: D +H +L (includes impact and surcharge loads) Moment Load Arm aboutA Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1 1292 2.00 2583 Wstem2 D 1 347 2.68 931 Wbase D 1 1226 3.27 4008 Wsoil D 1 2414 4.79 11561 Pa H 1. -708 2.12 -1501 Psurch H 1 -445 3.18 -1416 Impact L 1 -1000 8.61 -8610 ' EQ soil EQ Stem E 0 E 0 0 0 3.18 5.56 0 0 Passive H 1 506 0.75 380 Totals 5279 -1647 7936 ' a e 1.50 (MN) 1.77 (BASE /2 -a) middle 1/3 1.09 (BASE /6) middle 1/2 1.63 (BASE /4) resultant in mid 1/3? No resultant in mid 1/2? No within base? Yes P/A M/S - ' bearing max 2341 bearing min 0 sliding 1.44 (includes passive) 3/ ?7 ' RASea1tle \1 1 -00839 -20000 Bow Lake TRS Expansion Project0ala and Analytical\ Structural\ Facilit iesSiteW all s \ReadyForReviev.,WalI J% WaIIJ- SectionA- Stability.xllpage 1 of 5 King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall J - Section A LC: D +H +0.7E Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation 270.86 261.00 262.50 267.36 263.50 269.61 Wall Geometry 2.90 (MN) e 0.36 Hactive ' 6.36 1.09 (BASE /6) Final grade over heel to bottom of footing middle 1/2 1.63 Hpassive 2.5 Yes Final grade over toe to bottom of footing resultant in mid 1/2? Yes Hsoilheel 4.86 Yes Depth of soil over heel P/A 820 Hsoiltoe 1 ft Depth of soil over toe bearing max 1089 HEEL ' 3.5 ft Heel length sliding 3.84 STEMTOP ' 1.00 ft Stem thickness at top of wall Stembot 1.52 Stem thickness at footing TOE 1.5 ft Toe length BASE 6.52 ft Total base length THICK 1.5 Pl ft Base thickness WCONC pcf Weight of concrete Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) Vimpacl 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.451 sliding friction coefficient (no FS) Loads Wsteml 1254 lb/ft W stem2 328 lb/ft W base 1468 lb /ft Wsoil 2296 lb/ft Pa 708 lb/ft Psurch 445 lb/ft Impact 1000 Ib /ft LC: D +H +0.7E Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1 1254 2.00 2508 Wstem2 D 1 328 2.67 876 Wbase D 1 1468 3.26 4786 Wsoil D 1 2296 4.77 10959 Pa H 1 -708 2.12 -1501 Psurch H 0 0 3.18 0 Impact L 0 0 8.61 0 EQ soil E 0.7 -184 3.18 -585 EQ Stem E 0.7 -360 5.68 -2044 Passive H 1 625 0.83 521 Totals 5346 -627 15520 Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC Loads Wsteml Wstem2 Wbase Wsoil Pa Psurch Impact LC: 1.2D +1.6H +1.6L 6.36 2.5 4.86 1 ft 3.5 ft 1.00 ft 1.52 1. 51 ft 6.52 ft 1.5 ft 150 pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight pcf Equivalent fluid weight, active ft Traffic surcharge (equivalent soil depth) lb/ft Vehicle Impact load H psf Seismic factor (uniform load, full height) Seismic coefficient for mass acceleration sliding friction coefficient (no FS) 35 King County SWMD 1000 BLPTF ' Retaining Wall Concrete Design Wall: Wall J - Section A Load LC: 1.2D +1.6H +1.6L Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC Loads Wsteml Wstem2 Wbase Wsoil Pa Psurch Impact LC: 1.2D +1.6H +1.6L 6.36 2.5 4.86 1 ft 3.5 ft 1.00 ft 1.52 1. 51 ft 6.52 ft 1.5 ft 150 pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight pcf Equivalent fluid weight, active ft Traffic surcharge (equivalent soil depth) lb/ft Vehicle Impact load H psf Seismic factor (uniform load, full height) Seismic coefficient for mass acceleration sliding friction coefficient (no FS) 35 2 1000 6.5 0.41 0.45 1254 lb/ft 328 lb/ft 1468 lb/ft 2296 1 b /ft 708 lb/ft 445 lb/ft 1000 lb/ft 270.86 261.00 262.50 267.36 263.50 269.61 s/3� R kSeattle\ 1 1 -00839 -20000 Bow Lake rRS Fxpansiun Project\Data and Analytical\ Structural \Facdities$iteWalls \ReadyForRev <nv\vVall J \WaIIJ- SectionA- Stability.xll?age 3 of 5 Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (Ib /ft) (ft) (ft -lb) ' Wsteml D 1.2 1505 2.00 3010 Wstem2 D 1.2 393 2.67 1051 Wbase D 1.2 1761 3.26 5743 Wsoil D 1.2 2756 4.77 13151 Pa H 1.6 -1133 2.12 -2401 Psurch H 1.6 -712 3.18 -2265 Impact L' 1.6 -1600 8.61 -13776 ' EQ soil EQ Stem E E 0 0 0 0 3.18 5.68 0 0 Passive H 1 625 0.83 521 Totals 6415 -2820 5034 ' a e 0.78 2.48 (MN) (BASE /2 -a) middle 1/3 1.09 (BASE /6) middle 1/2 1.63 (BASE /4) resultant in mid 113? resultant in mid 1/2? No No within base? Yes P/A M/S bearing max 5449 bearing min 0 s/3� R kSeattle\ 1 1 -00839 -20000 Bow Lake rRS Fxpansiun Project\Data and Analytical\ Structural \Facdities$iteWalls \ReadyForRev <nv\vVall J \WaIIJ- SectionA- Stability.xll?age 3 of 5 LC: 1.2D +1.6H +1.6L 6/37 , 4d ozs) R: \Seattle \11 - 00839 -20000 Bow Lake TRS Expansion Project\Data and Analytical\ Structural tFacilibesSitew all slReadyForRevlew ,Nall J `NauJ- SectionA- StabilityAPage 4 of 5 Moment Load Arm about Load Category Factor Horz (lb /ft) (ft) (ft -lb) Pa H 1.6 661 1.62 1071 Psurch H 1.6 544 2.43 1323 Impact L 1.6 1600 7.11 11376 EQ soil E 0 0 3.18 0 EQ Stem E 0 0 1.50 0 Totals 2806 13770 4d ozs) R: \Seattle \11 - 00839 -20000 Bow Lake TRS Expansion Project\Data and Analytical\ Structural tFacilibesSitew all slReadyForRevlew ,Nall J `NauJ- SectionA- StabilityAPage 4 of 5 Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation 270.86 261.00 262.50 267.36 263.50 269.61 Wall Geometry (MN) 0.85 e e 1.09 middle 1/3 Hactive 6.36 ' resultant in mid 1/3? resultant in mid 1/2? Final grade over heel to bottom of footing within base? Yes Hpassive 2.5 M/S bearing max 580 Final grade over toe to bottom of footing 1317 Hsoilheel 4.86 Depth of soil over heel Hsoiltoe 1 ft Depth of soil over toe HEEL 3.5 ft Heel length STEMTOP 1.00 ft Stem thickness at top of wall Stembot 1.521 Stem thickness at footing TOE 1.5 ft Toe length BASE 6.52 It Total base length THICK 1.5 It Base thickness WCONC 150 pcf Weight of concrete Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.45 sliding friction coefficient (no FS) Loz�ds W stem 1 1254 lb/ft W stem 2 328 lb/ft W base 1468 lb/ft W soil 2296 lb/ft Pa 708 lb/ft Psurch 445 lb/ft Impact 1000 lb/ft LC: 0.9D +1.6H+E Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 0.9 1129 2.00 2257 Wstem2 D 0.9 295 2.67 788 Wbase D 0.9 1321 3.26 4307 Wsoil D 0.9 2067 437 9863 Pa H 1.6 -1133 2.12 -2401 Psurch H 0 0 3.18 0 Impact L 0 0 8.61 0 EQ soil E 1 -263 3.18 -836 EQ Stem E 1 -514 5.68 -2920 Passive H 1 625 0.83 521 Totals 4811 -1285 11580 2.41 (MN) 0.85 e e 1.09 middle 1/3 1.63 middle 1/2 ' resultant in mid 1/3? resultant in mid 1/2? Yes within base? Yes P/A ' M/S bearing max 580 bearing min 2.41 (MN) 0.85 (BASE /2 -a) 1.09 (BASE /6) 1.63 (BASE /4) Yes Yes Yes 738 580 1317 158 7/37 ' R:\Seattle\1 1- 00839 -2000 � Bow Lake TRS Expansion ProjectTata and Anal ytical \StructuralTacilitiesSiteW ails,ReadyForRev-ew\Wall J\WaIIJ- SectionA- Stability.xll?age 5 of 5 BLRTS Retaining Wall J - Footing Design Section A, retained soil height = 6 ft WALL GEOMETRY Height of stem (ft) Hw := 6.36 Length of heel (ft) Heel := 3.5 Length of toe (ft) Toe := 1.5 Stem thickness (ft) Stem := 1.52 Footing thickness (in) D:= IS Distance from edge to centroid of reinforcement in dfoot := D - 3.5 dfu� i = 14.5 footing (in) Total base length (ft) base := Heel + Toe + Stem base = 6.52 FOOTING DESIGN Load Case: 0.9D +1.OE +1.6H Loads Heel Comp: LM6- Date: Checked: Date: gJ37 REINF BAR AREAS (sa in) As7 :_ .60 As6 := 0.44 Ass :_ .31 ,Ass :_ .79 As9:= I As10:= 1.27 p3 Toe p2 Maximum bearing (at toe), p2 Slope of bearing, 0 Bearing where toe meets stem, p3 Distance from end of heel to p =0, d Weight of soil over heel, factored (lb /ft) Weight of concrete, factored (lb /ft) e :_ (p2) (3•a) p3 := p2 - 0 Toe d := base - 3-a Wsoil:= 135•Hw•1.0.9 Wconc := 150.2.25.1.0.9 p2:= 5449 a :_ .78 0 = 2328.63 p3 = 1956 d =4.18 Wsoil = 773 Wconc = 304 Comp: UM6- Date: Checked: Date: 1/37 HEEL (top reinforcement, "Astop ") Shear Maximum shear in heel, "Wheel" (lb) (Heel - d)2 Vuheel := Wsoil•Heel + Wconc-Heel - 0• Vuheel = 3229 2 Allowable shear in footing, "Vcfoot" (lb) �Vcfoot := 0.75.2• 4000.12•dfoot �Vcfoot = 16507 Vu <(�Vn - OK Flexure Maximum moment in heel, "Mhmax" (ft -lb) 1 -leel2 Heel (Heel - d) Mhmax := Wsoil + Wconc - 0 Mhmax = 6716 2 2 6 Asreqtop (4•dfoot) Asreqtop = 0.12 Use #5 @12 Top Astop := As5 Astop = 0.31 TOE (bottom reinforcement, "Asbot ") Shear Maximum shear in toe, " Vutoe" (lb) Vutoe := Wconc•Toe - p3-Toe - (p2 - p3). Toe Vutoe ='-5098 2 �Vcfoot = 16507 Flexure Vu <oVn - OK Maximum moment in toe, " Mtmax" (ft -lb) rToe12 ToelZ (p2 - p3)•Toe2 Mtmax := Wconc. — I - p3. — I - Mtmax = -3549 2 J ` 2 J 3 Mtmax Asreqbot := 1000 Asregbot = -0.06 4•dfoot Minimum Area of Steel Asmintemp := .0018-12-D [ACI 318 7.12] Asmintemp = 0.39 Asminflexure 0.0033.12-dfoot [ACI 318 10.4] Asminflexure = 0.57 Use #5 @12 Bottom if As >1.33Asreq, 10.4 does not apply Asbot := As5 Asbot = 0.31 � King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall J - B LC: D +H +L (includes impact and surcharge loads) Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC Loads Wsteml Wstem2 Wbase Wsoil Pa Psurch Impact 9.47 2.5 7.97 1 It 3.5 ft 1.00 ft 1.72 2 ft 7.22 ft 1.5 ft 150 pcf 135 pcf 35 pcf 2 ft 1000 lb/ft 6.5 H psf 0.41 0.45 1721 lb/ft 617 lb/ft 1624 lb/ft 3766 lb/ft 1569 lb/ft 663 lb/ft 1000 lb/ft LC: D +H +L (includes impact and surcharge loads) Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete Soil unit weight Equivalent fluid weight, active Traffic surcharge (equivalent soil depth) Vehicle Impact load Seismic factor (uniform load, full height) Seismic coefficient for mass acceleration sliding friction coefficient (no FS) 270.97 258.00 259.50 267.47 260.50 269.72 ' e e 1.87 middle 1/3 1.20 middle 1/2 Moment resultant in mid 113? resultant in mid 1/2? Load within base? No P/A Arm about A Load Category Factor Vert (Ib /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1 1721 2.50 4301 Wstem2 D 1 617 3.24 1997 Wbase D 1 1624 3.61 5859 Wsoil D 1 3766 5.47 20587 Pa H 1 -1569 3.16 -4954 Psurch H 1 -663 4.74 -3139 Impact L 1 -1000 11.72 -11720 EQ soil E 0 0 4.74 0 EQ Stem E 0 0 7.24 0 Passive H 1 625 0.83 521 Totals 7727 -2607 13453 ' e e 1.87 middle 1/3 1.20 middle 1/2 ' resultant in mid 113? resultant in mid 1/2? No within base? No P/A Yes M/S bearing max bearing min 1.74 (MN) 1.87 (BASE /2 -a) 1.20 (BASE /6) 1.80 (BASE /4) No No Yes 2959 0 sliding 1.33 (includes passive) 0 K -f�f if-r T c4iu iD/ 31 IR:\Seattle \11 -00839 -20000 Bow Lake 'RS _rpansion ProjeclOata and Anal ytical\ StructuralTacilitiesSiteWalIs \ReadyFoFP i,% \'Nali J W! all JSectionB- Stability.xlRage 1 of 5 King County SWMD Top of Wall 270.97 BLPTF Bottom of footing 258.00 Retaining Wall Concrete Design Top of footing 259.50 Wall: Wall J - B Soil over heel 267.47 LC: D +H +0.7E Soil over toe 260.50 Impact elevation 269.72 Wall Geometry Hactive 9.47 Final grade over heel to bottom of footing Hpassive 2.5 Final grade over toe to bottom of footing Hsoilheel 7.97 Depth of soil over heel Hsoiltoe 1 ft Depth of soil over toe HEEL 3.5 ft Heel length STEMTOP 1.00 ft Stem thickness at top of wall Stembot 1.72 Stem thickness at footing TOE 1 2 ft Toe length BASE 7.22 ft Total base length THICK 1.5 ft Base thickness WCONC 150 pcf Weight of concrete Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.451 sliding friction coefficient (no FS) Loads Wsteml 1721 lb/ft Wstem2 617 lb/ft W base 1624 lb /ft Wsoil 3766 lb/ft Pa 1569 lb/ft Psurch 663 lb/ft Impact 1000 lb/ft LC: D +H +0.7E Moment Load Arm about Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1 1721 2.50 4301 Wstem2 D 1 617 3.24 1997 W base D 1 1624 3.61 5859 Wsoil D 1 3766 5.47 20587 Pa H 1 -1569 3.16 -4954 Psurch H 0 0 4.74 0 Impact L 0 0 11.72 0 EQ soil E 0.7 -408 4.74 -1932 EQ Stem E 0.7 -494 7.24 -3573 Passive H 1 625 0.83 521 Totals 7727. -1846 22807 a 2.95 (MN) e 0.66 (BASE /2 -a) middle 1/3 1.20 (BASE /6) middle 1/2 1.80 (BASE /4) resultant in mid 1/3? Yes resultant in mid 1/2? Yes within base? Yes P/A 1071 M/S 585 bearing max 1655 bearing min 486 sliding 1.88 (includes passive) O (� RASeattlell 1-00839 -20000 Bow Lake TRS Expansion Project\Data and Analytical\ Structural\ FacilitiesSileW all s\ReadyForReview \Wall J \lValIJ -Sect ione -Stability APage 2 of 5 King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall J - B Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation 270.97 258.00 259.50 267.47 260.50 269.72 Wall Geometry (MN) 2.73 (BASE /2 -a) 1.20 (BASE /6) Hactive 9.47 No Final grade over heel to bottom of footing Yes Hpassive 2.5 Final grade over toe to bottom of footing Hsoilheel 7.97 Depth of soil over heel Hsoiltoe 1 ft Depth of soil over toe HEEL 3.5 ft Heel length STEMTOP 1.00 ft Stem thickness at top of wall Stembot 1.72 Stem thickness at footing TOE 2 ft Toe length BASE 7.22 ft Total base length THICK 1.5 ft Base thickness WCONC 150 pcf Weight of concrete Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.45 sliding friction coefficient (no FS) Loads W stem 1 1721 lb/ft W stem2 617 lb/ft W base 1624 lb/ft W soil 3766 lb/ft Pa 1569 lb/ft Psurch 663 lb/ft Impact 1000 lb/ft LC: 1.2D +1.6H +1.6L Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wstem1 D 1.2 2065 2.50 5162 Wstem2 D 1.2 740 3.24 2397 Wbase D 1.2 1949 3.61 7031 Wsoil D 1.2 4519 5.47 24705 Pa H 1.6 -2511 3.16 -7927 Psurch H 1.6 -1061 4.74 -5022 Impact L 1.6 -1600 11.72 -18752 EQ soil E 0 0 4.74 0 EQ Stem E 0 0 7.24 0 Passive H 1 625 0.83 521 Totals 9272 -4547 8115 a e middle 1/3 middle 1/2 resultant in mid 1/3? resultant in mid 1/2? within base? P/A MIS bearing max bearing min 0.88 (MN) 2.73 (BASE /2 -a) 1.20 (BASE /6) 1.80 (BASE /4) No No Yes 7063 0 12-/31 IRASeattle \7 1- 00839 -20000 Bow Lake TRS Expansion Project \Data and Analytical \Structurakl ` acilitiesSileWall s\ReadyForReview \Wall J \Wa11J- SectionB- Stability xlh'age 1 of 2 13/ 3-7 O l EMXDESIGNJ LC: 1.2D+1.6H +1.6L R: \Seattle\11- 00839 -20000 Bow Lake TRS Expansion Projecl\Data and A„ ,iytical \Str ctural\ FaCilitiesSileWallS \RCadyForReview\Wall J \WaIIJ SectionB Stability lRage 2 of 2 Moment Load Arm about A Load Category Factor Horz (ib /ft) (ft) (ft -lb) Pa H 1.6 1779 2.66 4725 Psurch H 1.6 893 3.99 3557 Impact L 1.6 1600 10.22 16352 EQ soil E 0 0 4.74 0 EQ Stem E 0 0 1.50 0 Totals 4271 24634 Mu /4d 0.34 L o / = it") Asmin flexure 0.72 (unless As >1.33Asreq) [ACI 318 -05 10.51 Asmin temp 0.45 [ACI 318 -05 7.12] As= 0.44 #7@12 R: \Seattle\11- 00839 -20000 Bow Lake TRS Expansion Projecl\Data and A„ ,iytical \Str ctural\ FaCilitiesSileWallS \RCadyForReview\Wall J \WaIIJ SectionB Stability lRage 2 of 2 Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation 270.97 Li 3 7 258.00 259.50 267.47 260.50 269.72 . Wall Geometry King County SWMD BLPTF Retaining Wall Concrete Design 9.47 Wall: Wall J - B Final grade over heel to bottom of footing LC: 0.9D +1.6H +E Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation 270.97 Li 3 7 258.00 259.50 267.47 260.50 269.72 . Wall Geometry Hactive 9.47 Final grade over heel to bottom of footing Hpassive 2.5 Final grade over toe to bottom of footing Hsoilheel 7.97 Depth of soil over heel ' Hsoiltoe 1 ft Depth of soil over toe HEEL 3.5 ft Heel length STEMTOP 1.00 ft Stem thickness at top of wall Stembot 1.72 Stem thickness at footing ' TOE I 2 ft Toe length BASE 7.22 ft Total base length THICK 1.5 ft Base thickness WCONC 150 pcf Weight of concrete ' Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.45 sliding friction coefficient (no FS) ' Loads W stem 1 1721 lb/ft W stem2 617 lb/ft W base 1624 1 b /ft ' Wsoil 3766 lb/ft Pa 1569 lb/ft Psurch 663 lb/ft Impact 1000 lb/ft LC: 0.9D +1.6H +E Moment Load Arm about Load Category Factor Vert (Iblft) Horz (lb /ft) (ft) (ft -lb) ' Wsteml D 0.9 1548 2.50 3871 Wstem2 D 0.9 555 3.24 1798 Wbase D 0.9 1461 3.61 5273 Wsoil D 0.9 3389 5.47 18529 ' Pa H 1.6 -2511 3.16 -7927 Psurch H 0 0 4.74 0 Impact L 0 0 11.72 0 EQ soil E 1 -583 4.74 -2760 ' EQ Stem E 1 -705 7.24 -5104 Passive H 1 625 0.83 521 Totals 6954 -3174 14201 a 2.04 (MN) ' e 1.57 (BASE /2 -a) middle 1/3 1.20 (BASE /6) middle 112 1.80 (BASE /4) resultant in mid 1/3? resultant in mid 1/2? No Yes within base? Yes P/A ' M/S bearing max 2270 bearing min 0 IR: \Seattle\ 1 I -00839 -20000 Bow Lake TRS E �pansion Project \Data and Analytical\ Structural\ FacilitiesSileWalls \ReadyForRevlew\W all J\VVaIIJ- SectionB- Stability.xli?age 5 of 5 BLRTS Retaining Wall J - Footing Design Section B, retained soil height = 9 ft WALL GEOMETRY Height of stem (ft) Hw := 9.5 Length of heel (ft) Heel := 3.5 Length of toe (ft) Toe := 2 Stem thickness (ft) Stem := 1.72 Footing thickness (in) D:= 18 Distance from edge to centroid of reinforcement in dfoot := D - .� di'out = 14.5 footing (in) Total base length (ft) base := Heel + Toe + Stem base = 7.22 FOOTING DESIGN Load Case: 0.9D +1.OE +1.6H Loads Comp: LM- Date: Checked: Date: IS�3� REINF BAR AREAS (sa in) As7 :_ .60 As6 := 0.44 As5 :_ .31 As8 :_ .79 As9:= 1 As 10 := 1.27 Heel p3 roe p2 Maximum bearing (at toe), p2 Slope of bearing, 0 Bearing where toe meets stem, p3 Distance from end of heel to p =0, d Weight of soil over heel, factored (lb /ft) Weight of concrete, factored (lb /ft) p2:= 7063 a:= .88 0 : (p2) 0 = 2675.38 (3 -a) p3 := p2 - 0•Toe p3 = 1712 d := base - 3-a d = 4.58 Wsoil := 135•Hw 1.0.9 Wsoil = 1154 Wconc := 150-2.25.1-0.9 Wconc = 304 Comp: LAA(r— Date: Checked: Date: 16/ 3� HEEL (top reinforcement, "Astop ") Shear Maximum shear in heel, "Vuheel" (lb) (Heel - d)2 Vuheel := Wsoil•Heel + Wconc•Heel — 0• Vuheel = 3543 2 Allowable shear in footing, "Vcfoot" (lb) �Vcfoot := 0.75.2• 4000)• 12•dfoot �Vcfoot = 16507 Vu <�Vn - OK Flexure Maximum moment in heel, "Mhmax" (ft -lb) Heel Heel (f -leel — d)' Nthmax := Wsoil + Wconc — 0 Mhmax = 9492 2 2 6 Asregtop :_ (4•dfoot) Asreqtop = 0.16 Use #5 @12 Top Astop := As5 Astop = 0.31 TOE (bottom reinforcement, "Asbot ") Shear Maximum shear in toe, Nutoe" (lb) Vutoe := Wconc•Toe — p3-Toe — (p2 — p3). Toe Vutoe = —8168 2 �Vcfoot = 16507 Flexure Vu <oVn - OK Maximum moment in toe, " Mtmax" (ft -lb) CMtmax:= Toel2 (Toe)2 (p2 — p3)•Toe2 Wconc• /I — p3• Mtmax = —8543 2 2 3 Mtmax Asreqbot := 1000 Asregbot = —0.15 4•dfoot Minimum Area of Steel Asmintemp :_ .0018.12•D [ACI 318 7.12] Asmintemp = 0.39 Asminflexure := 0.0033.12 -dfoot [ACI 318 10.41 Asminflexure = 0.57 Use #5 @12 Bottom if As >1.33Asreq, 10.4 does not apply Asbot := As5 Asbot = 0.31 LC: D +H +L (includes impact and surcharge loads) King County SWMD Top of Wall 271.09 BLPTF Moment Bottom of footing 255.00 Load Retaining Wall Concrete Design Top of footing 256.50 about A Wall: Wall J - C Load Soil over heel 267.59 Vert (lb /ft) LC: D +H +L (includes impact and surcharge loads) Soil over toe 257.50 W stem 1 D Impact elevation 269.84 ' Wall Geometry 6565 Wstem2 D Hactive 12.59 Final grade over heel to bottom of footing 3796 Hpassive 2.5 1 Final grade over toe to bottom of footing 4.46 Hsoilheel 11.09 Depth of soil over heel D 1 Hsoiltoe 1 ft Depth of soil over toe HEEL 4.5 ft Heel length -2774 4.20 STEMTOP 1.00 ft Stem thickness at top of wall H 1 Stembot 1.91 6.29 Stem thickness at footing Impact TOE 2.51 ft Toe length 14.84 -14840 BASE 8.91 ft Total base length E 0 THICK 1.5 ft Base thickness ' WCONC 150 pcf Weight of concrete 0 8.79 Soil Properties Passive H SUW 135 pcf Soil unit weight 521 EFWA 35 pcf Equivalent fluid weight, active -4030 SURCH 2 ft Traffic surcharge (equivalent soil depth) (MN) ' Vimpact 1000 lb/ft Vehicle Impact load e EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 middle 1/3 Seismic coefficient for mass acceleration (BASE /6) FC 0.45 sliding friction coefficient (no FS) middle 1/2 2.23 Loads Wsteml 2189 lb/ft No Yes W stem2 998 lb/ft within base? W base 2005 lb/ft W soil 6737 lb/ft P/A - Pa 2774 lb/ft Psurch 881 lb/ft Impact 1000 Ib /ft bearing max LC: D +H +L (includes impact and surcharge loads) n /33. ' R: \Seattleu I- 00839 -20000 So, Lake TRS Expansion Project0ala and Analytical\ Structural\ FacilitiesSiteWalls�ReadyForRewew \Wall J\waU- SectionC- Stability ARage t of 5 0 King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall J - C LC: D +H +0.7E Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC Loads Wsteml W stem2 W base Wsoil Pa Psurch Impact LC: D +H +0.7E 12.59 2.5 11.09 1 f 4.5 ft 1.00 ft 1.91 2.5 ft 8.91 ft 1.5 ft 1-501 pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight pcf Equivalent fluid weight, active ft Traffic surcharge (equivalent soil depth) lb/ft Vehicle Impact load H psf Seismic factor (uniform load, full height) Seismic coefficient for mass acceleration sliding friction coefficient (no FS) 35 2 1000 6.5 0.41 0.45 2189 lb/ft 998 lb/ft 2005 lb/ft 6737 lb/ft 2774 lb/ft 881 lb/ft 1000 lb/ft 271.09 255.00 256.50 267.59 257.50 269.84 sliding 1.53 (includes passive) Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation 271.09 255.00 256.50 267.59 257.50 269.84 Wall Geometry a e 2.62 King County SWMD 1.49 BLPTF 1.84 (MN) 2.62 (BASE /2 -a) 1.49 (BASE /6) 2.23 (BASE /4) No No Yes 5196 0 19l 31 ' R:\Seattle \l 1- 00839 -20000 Bow Lake TRS Expansion Project \Data and Anal ytical\ StructuralTacilitiesSiteWalls \ReadyForRev em%,Vall J\WaIIJ- SectionC- Stability.xl ®age 3 of 5 LC: 1.2D +1.6H +1.6L ,-/3-7 6 As = d-�8 r�Z R:\Seattle\ 11-00839-20000 Bow Lake TRS Expansion Projectt0ata and Anal ytical \StructurahFacilitiesS teWails\ReadyForReview' Wall PWaIIJ- SecuonC- Stability xl ®age 4 of 5 Moment Load Arm about A Load Category Factor Horz (Ib /ft) (ft) (ft -lb) Pa H 1.6 3444 3.70 12730 Psurch H 1.6 1242 5.54 6887 Impact L 1.6 1600 13.34 21344 EQ soil E 0 0 6.29 0 EQ Stem E 0 0 1.50 0 Totals 6286 40961 6 As = d-�8 r�Z R:\Seattle\ 11-00839-20000 Bow Lake TRS Expansion Projectt0ata and Anal ytical \StructurahFacilitiesS teWails\ReadyForReview' Wall PWaIIJ- SecuonC- Stability xl ®age 4 of 5 Wall Geomet Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC Loads Wsteml Wstem2 Wbase Wsoil Pa Psurch Impact LC: 0.9D +1.6H +E 12.59 2.5 11.09 1 f 4.5 It 1.00 ft 1.91 2.5 ft 8.91 ft F==1.5 ft 1 50 pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight King County SWMD pcf BLPTF 2 Retaining Wall Concrete Design Traffic surcharge (equivalent soil depth) Wall: Wall J - C lb/ft LC: 0.9D +1.6H +E Wall Geomet Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC Loads Wsteml Wstem2 Wbase Wsoil Pa Psurch Impact LC: 0.9D +1.6H +E 12.59 2.5 11.09 1 f 4.5 It 1.00 ft 1.91 2.5 ft 8.91 ft F==1.5 ft 1 50 pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight 35 pcf Equivalent fluid weight, active 2 ft Traffic surcharge (equivalent soil depth) 1000 lb/ft Vehicle Impact load 6.5 H psf Seismic factor (uniform load, full height) 0.41 Factor Seismic coefficient for mass acceleration 9.45 (ft) sliding friction coefficient (no FS) 2189 lb/ft 998 lb/ft 2005 lb/ft 6737 lb/ft 2774 lb/ft 881 lb/ft 1000 lb/ft 271.09 255.00 256.50 267.59 257.50 269.84 2.35 a e 2.10 middle 1/3 1.49 middle 1/2 Moment resultant in mid 1/3? resultant in mid 1/2? Load within base? Yes P/A Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 0.9 1970 3.00 5909 Wstem2 D 0.9 898 3.80 3416 Wbase D 0.9 1805 4.46 8041 Wsoil D 0.9 6063 6.66 40394 Pa H 1.6 -4438 4.20 -18626 Psurch H 0 0 6.29 0 Impact L 0 0 14.84 0 EQ soil E 1 -1030 6.29 -6486 EQ Stem E 1 -897 8.79 -7892 Passive H 1 625 0.83 521 Totals 10736 -5741 25278 2.35 a e 2.10 middle 1/3 1.49 middle 1/2 ' resultant in mid 1/3? resultant in mid 1/2? No within base? Yes P/A Yes M/S ' bearing max bearing min 2.35 (MN) 2.10 (BASE /2 -a) 1.49 (BASE /6) 2.23 (BASE /4) No Yes Yes 3040 0 '-1 / 3 � IR \Seattle \11 - 00839 -20000 Bo,, Lake TRS Expansion Project\Data and Analytical\ Structural TacilitiesSiteW all s\Readyl` orRev ewMall J\WaIIJ- SectionC- Stability.xt ®age 5 of 5 BLRTS Retaining Wall J - Footing Design Section C, retained soil height = 13 ft WALL GEOMETRY Height of stem (ft) Hw := 12.59 Length of heel (ft) Heel := 4.5 Length of toe (ft) Toe := 2.5 Stem thickness (ft) Stem := 1.91 Footing thickness (in) D:= IS Distance from edge to centroid of reinforcement in �Ilout := D - .5 dfoot = 14.5 footing (in) Total base length (ft) base := Heel + Toe + Stem base = 8.91 FOOTING DESIGN Load Case: 0.9D +1.OE +1.6H Loads Comp: L- M Cr- Date: Checked: Date: .a-/ 3i REINF BAR AREAS (sa in) As7 :_ .60 As6 := 0.44 As5 :_ .31 Ass :_ .79 As9:= I As 10 := 1.27 Heel p3 Toe p2 Maximum bearing (at toe), p2 Slope of bearing, 0 Bearing where toe meets stem, p3 Distance from end of heel to p =0, d Weight of soil over heel, factored (lb /ft) Weight of concrete, factored (lb /ft) p2 := 5196 a := 1.84 0 :_ (p2) 0 = 941.30 (3•a) p3 := p2 - 0 -Toe p3 = 2843 d := base - 3-a d = 3.39 Wsoil := 135•Hw• 1.0.9 Wsoil = 1530 Wconc := 150.2.25.1.0.9 Wconc = 304 Comp: L Date: Checked: Date: :3/3� HEEL (top reinforcement, "Astop ") Shear Maximum shear in heel, "Vuheel" (lb) (Heel - d)2 Vuheel := Wsoil•Heel + Wconc•Heel - 0• Vuheel = 7671 2 Allowable shear in footing, "Vcfoot" (lb) �Vcfoot := 0.75 -2•( 4000)• 12•dfoot �Vcfoot = 16507 Vu <z Vn - OK Flexure Maximum moment in heel, "Mhmax" (ft -lb) I -leel" I -leel" (Heel - d)' Mhmax :_ Wsoil + Wconc - 0 Mhmax = 18349 2 2 6 Mhmax 1000 Asreqtop :_ (4-dfoot) Asreqtop = 0.32 Use #6 @12 Top Astop := As6 Astop = 0.44 TOE (bottom reinforcement, "Asbot ") Shear Maximum shear in toe, " Vutoe" (lb) Vutoe := Wconc•Toe - p3-Toe - (p2 - p3). Toe Vutoe = -9289 2 �Vcfoot = 16507 Flexure Vu <�Vn - OK Maximum moment in toe, " Mtmax" (ft -lb) C(Toe)2 (p2 - p3)•Toe2 J - p3•I\ J Mtmax = -8870 2 2 3 Mtmax Asreqbot :_ - - Asregbot = -0.15 4•dfoot Minimum Area of Steel Asmintemp :_ .0018-12-D [ACI 318 7.12] Asmintemp = 0.39 Asminflexure := 0.0033.12 dfoot [ACI 318 10.4] Asminflexure = 0.57 Use #5 @12 Bottom if As >1.33Asreq, 10.4 does not apply Asbot := As5 Asbot = 0.31 yq / 3 I King County SWMD Top of Wall 271.20 BLPTF Bottom of footing 252.00 Retaining Wall Concrete Design Top of footing 253.50 Wall: Wall J -.e p Soil over heel 267.70 LC: D +H +L (includes impact and surcharge loads) Soil over toe 254.50 Factor Vert (lb /ft) Impact elevation 269.95 Wall Geometry ' Wsteml D Hactive 15.7 Final grade over heel to bottom of footing 9292 Hpassive 2.5 D Final grade over toe to bottom of footing 1469 Hsoilheel 14.2 6416 Depth of soil over heel Wbase Hsoiltoe 1 ft Depth of soil over toe 5.50 HEEL 5.9 ft Heel length 1 STEMTOP 1.00 ft Stem thickness at top of wall Stembot 2.11 1 Stem thickness at footing -4314 TOE 31 ft Toe length H BASE 11.01 ft Total base length 7.85 THICK 1.5 Pi ft Base thickness 1 WCONC -1000 pcf Weight of concrete Soil Properties E 0 SUW 135 pcf Soil unit weight EQ Stem EFWA 35 pcf Equivalent fluid weight, active 10.35 SURCH 2 ft Traffic surcharge (equivalent soil depth) 1 Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) -5788 Ex L. 4 11 Seismic coefficient for mass acceleration 4.01 FC 0.451 sliding friction coefficient (no FS) Loads e 1.49 (BASE /2 -a) W stem 1 2655 lb/ft Wstem2 1469 lb/ft 1.83 (BASE /6) Wbase 2476 lb/ft W soil 11310 lb/ft 2.75 (BASE /4) Pa 4314 lb /ft Psurch 1099 lb/ft Yes Impact 1000 lb/ft LC: D +H +L (includes impact and surcharge loads) Isliding 1.39 (includes passive) IR:1Seattle\l 1 00839 -20000 Bow Lake TRS Expansion Project \Data and Anal ytical\ Structurahl' acilitiesSiteWalls \ReadyForReview' V�,in J1WaIIJ- SectionD- Stability.xll?age 1 of 5 Moment Load Arm aboutA Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) ' Wsteml D 1 2655 3.50 9292 Wstem2 D 1 1469 4.37 6416 Wbase D 1 2476 5.50 13628 Wsoil D 1 11310 8.06 91119 Pa H 1 -4314 5.23 -22574 Psurch H 1 -1099 7.85 -8627 Impact L 1 -1000 17.95 -17950 EQ soil E 0 0 7.85 0 EQ Stem E 0 0 10.35 0 Passive H 1 625 0.83 521 Totals 17910 -5788 71824 a 4.01 (MN) ' e 1.49 (BASE /2 -a) middle 1/3 1.83 (BASE /6) middle 1/2 2.75 (BASE /4) resultant in mid 1/3? Yes resultant in mid 1/2? Yes within base? Yes P/A 1627 M/S bearing max 1324 2952 bearing min 303 Isliding 1.39 (includes passive) IR:1Seattle\l 1 00839 -20000 Bow Lake TRS Expansion Project \Data and Anal ytical\ Structurahl' acilitiesSiteWalls \ReadyForReview' V�,in J1WaIIJ- SectionD- Stability.xll?age 1 of 5 King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall J ,Z D LC: D +H +0.7E Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC Loads Wsteml Wstem2 Wbase Wsoil Pa Psurch Impact LC: D +H +0.7E 15.7 2.5 14.2 1 f 5.9 ft 1.00 ft 2.11 3 f 11.01 ft 1.5 ft F::::::::l50 pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight 35 pcf Equivalent fluid weight, active 2 It Traffic surcharge (equivalent soil depth) 1000 lb/ft Vehicle Impact load 6.5 H psf Seismic factor (uniform load, full height) 0.41 Factor Seismic coefficient for mass acceleration 0.45 (ft) sliding friction coefficient (no FS) 2655 lb/ft 1469 lb/ft 2476 lb/ft 11310 lb/ft 4314 lb/ft 1099 lb/ft 1000 lb/ft 271.20 252.00 253.50 267.70 254.50 269.95 as/31 , King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall J - D LC: 1.2D +1.6H+1.6L Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation 271.20 252.00 253.50 267.70 254.50 269.95 Wall Geometry (MN) 2.41 (BASE /2 -a) 1.83 (BASE /6) Hactive 15.7 No Final grade over heel to bottom of footing Yes Hpassive 2.5 Final grade over toe to bottom of footing Hsoilheel 14.2 Depth of soil over heel Hsoiltoe 1 ft Depth of soil over toe HEEL 5.9 ft Heel length STEMTOP 1.00 ft Stem thickness at top of wall Stembot Stem thickness at footing TOE i33 ft Toe length BASE 11.01 ft Total base length THICK F==1 .5 ft Base thickness WCONC 50 pcf Weight of concrete Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.45 sliding friction coefficient (no FS) Loads Wsteml 2655 lb/ft Wstem2 1469 lb/ft W base 2476 lb/ft Wsoil 11310 lb/ft Pa 4314 lb/ft Psurch 1099 lb/ft Impact 1000 lb/ft LC: 1.2D +1.6H +1.6L Moment Load Arm about Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1.2 3186 3.50 11151 Wstem2 D 1.2 1762 4.37 7699 Wbase D 1.2 2972 5.50 16354 Wsoil D 1.2 13572 8.06 109342 Pa H 1.6 -6902 5.23 -36119 Psurch H 1.6 -1758 7.85 -13803 Impact L 1.6 -1600 17.95 -28720 EQ soil E 0 0 7.85 0 EQ Stem E 0 0 10.35 0 Passive H 1 625 0.83 521 Totals 21492 -9635 66424 e e middle 1/3 middle 1/2 ' resultant in mid 1/3? resultant in mid 1/2? within base? P/A M/S bearing max bearing min 3.09 (MN) 2.41 (BASE /2 -a) 1.83 (BASE /6) 2.75 (BASE /4) No Yes Yes 4636 0 2(0 / 3 � IRASeattle \11- 00839 -20000 Bow Lake TRS Expansion Project \Data and Anal ytical \Structural\FacilitiesS iteWalls \ReadyForReview`dNar .1 WatU -Sect ionD- Stability.AlRage 1 of 2 27 /3I LC: 1.2D +1.6H +1.6L 0.89 #9 @12 As =1.00 0.90 As min, flexure [ACI 318 -05 10.51 RASeatlle111 -00839 -20000 Bow Lake TRS Expansion ProjectUata and Anatytical\Structural \FacilitiesSiteW al l s\ReadyForReview\W all AWaIU- SectionD- Stability xl ®age 2 of 2 Moment Load Arm about Load Category Factor Horz (lb /ft) (ft) (ft -lb) Pa H 1.6 5646 4.73 26724 Psurch H 1.6 1590 7.10 11292 Impact L 1.6 1600 16.45 26320 EQ soil E 0 0 7.85 0 EQ Stem E 0 0 1.50 0 Totals 8836 64336 0.89 #9 @12 As =1.00 0.90 As min, flexure [ACI 318 -05 10.51 RASeatlle111 -00839 -20000 Bow Lake TRS Expansion ProjectUata and Anatytical\Structural \FacilitiesSiteW al l s\ReadyForReview\W all AWaIU- SectionD- Stability xl ®age 2 of 2 zgl 31 King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall J -'CD LC: 0.9D +1.6H +E Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC Loads W stem 1 W stem2 Wbase Wsoil Pa Psurch Impact LC: 0.9D +1.6H +E 15.7 2.5 14.2 1 ft 5.9 ft 1.00 ft 2.11 31 It 11.01 It 1.5 ft 150 pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight 35 pcf Equivalent fluid weight, active 2 It Traffic surcharge (equivalent soil depth) 1000 lb/ft Vehicle Impact load 6.5 H psf Seismic factor (uniform load, full height) 0.41 Factor Seismic coefficient for mass acceleration 0.45 (ft) sliding friction coefficient (no FS) 2655 lb/ft 1469 lb/ft 2476 lb/ft 11310 lb/ft 4314 lb/ft 1099 lb/ft 1000 lb/ft 271.20 252.00 253.50 267.70 254.50 269.95 e e middle 1/3 middle 1/2 resultant in mid 1/3? ' resultant in mid 1/2? 1.83 within base? Moment P/A Load M/S bearing max Yes bearing min Arm about Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 0.9 2390 3.50 8363 Wstem2 D 0.9 1322 4.37 5774 Wbase D 0.9 2229 5.50 12265 Wsoil D 0.9 10179 8.06 82007 Pa H 1.6 -6902 5.23 -36119 Psurch H ' 0 0 7.85 0 Impact L 0 0 17.95 0 EQ soil E 1 -1602 7.85 -12577 EQ Stem E 1 -1089 10.35 -11266 Passive H 1 625 0.83 521 Totals 16119 -8967 48967 e e middle 1/3 middle 1/2 3.04 (MN) 2.47 (BASE /2 -a) 1.83 (BASE /6) 2.75 (BASE /4) No Yes Yes 3537 0 RaSeattletl 1- 00839 -20000 Bow Lake TRS Expansion Project0ata and Analytical \StructuralTacilitiesSiteWall s�Readyl`orReviewtWall J' �WaIIJ- SectionD- Stability.xlRage 5 of 5 BLRTS Retaining Wall J - Footing Design Section D, retained soil height = 16 ft WALL GEOMETRY Height of stem (ft) Hw := 15.7 Length of heel (ft) Heel := 5.9 Length of toe (ft) Toe := 3 Stem thickness (ft) Stem := 2.11 Footing thickness (in) D := 18 Distance from edge to centroid of reinforcement in (I F6 c�( := D - 3.5 dfoot = 14.5 footing (in) Total base length (ft) base := Heel + Toe + Stem base= 1 1.01 FOOTING DESIGN Load Case: 0.9D +1.OE +1.6H Loads Comp: Date: Checked: Date: 27 / 3 1 REINF BAR AREAS (sa in) As7 :_ .60 As6 := 0.44 As5 :_ .31 ASS :_ .79 :1s9 := I As10:= 1.27 Heel p3 Toe p2 Maximum bearing (at toe), p2 Slope of bearing, 0 Bearing where toe meets stem, p3 Distance from end of heel to p =0, d Weight of soil over heel, factored (lb /ft) Weight of concrete, factored (lb /ft) p2 := 4636 a := 3.09 0 :_ (p2) 0 = 500.11 (3•a) p3 := p2 - 0 -Toe p3 = 3136 d := base - 3 -a d = 1.74 Wsoil := 135•Hw -1.0.9 Wsoil = 1908 Wconc := 150.2.25.1 -0.9 Wconc = 304 Comp: Date: Checked: Date: 36M HEEL (top reinforcement, "Astop ") Shear Maximum shear in heel, " Vuheel" (lb) (Heel - d)2 Vuheel := Wsoil•Heel + Wconc•Heel - 0• Vuheel = 8719 2 Allowable shear in footing, "Vcfoot ". (lb) �Vcfoot := 0.75.2• 4000)• 12-dfoot �Vcfoot = 16507 Vu <�Vll - `)K Flexure Maximum moment in heel, "Mhmax" (ft -lb) Heel Heel (Heel - d) 3 Mhmax :_ 0- Mhmax = 3248; 2 2 6 Mhmax 1000 Asregtop :_ (4-dfoot) Asregtop = 0.56 Use #7 @12 Top Astop := As7 Astop = 0.60 TOE (bottom reinforcement, "Asbot ") Shear Maximum shear in toe, " Vutoe" (lb) Vutoe := Wconc•Toe - p3-Toe - (p2 - p3). Toe Vutoe = -10746 2 �Vcfoot = 16507 Flexure Vu <�Vn - OK Maximum moment in toe, " Mhmax" (ft -lb) Mtmax := Wconc• /JII CToel - p3• I\ /I 2 rToel2 - (p2 - p3)•Toe2 Mtmax = —10873 3 M tmax Asreqbot := 1000 Asregbot = —0.19 4•dfoot Minimum Area of Steel Asmintemp := .0018.12•D [ACI 318 7.121 Asmintemp = 039 Asminflexure := 0.0033.12.dfoot [ACI 318 10.4] Asminflexure = 0.57 Use #5 @12 Bottom if As> 1.33Asreq, 10.4 does not apply Asbot := As5 Asbot = 0.31 King County SWMD Top of Wall 272.60 BLPTF Bottom of footing 248.31 Retaining Wall Concrete Design Top of footing 250.81 Wall: Wall J - Tall Section (Wall Section B) Soil over heel 269.10 LC: D +H +L (includes impact and surcharge loads) Soil over toe 251.81 Horz (lb /ft) (ft) Impact elevation 271.35 Wall Geometry 1 3269 Hactive 13630 20.79 D Final grade over heel to bottom of footing 2226 Hpassive 5.12 3.5 Wbase Final grade over toe to bottom of footing 1 Hsoilheel 18.29 31843 Depth of soil over heel D Hsoiltoe 17284 1 ft Depth of soil over toe Pa HEEL 1 7 ft Heel length -52418 STEMTOP H 1.00 ft Stem thickness at top of wall 10.40 Stembot Impact 2.36 1 Stem thickness at footing -1000 TOE -23040 3.67 ft Toe length BASE 10.40 13.03 ft Total base length 0 THICK 0 2.5 F==1 ft Base thickness H WCONC 50 pcf Weight of concrete Totals Soil Properties 27665 -8794 SUW 135 pcf Soil unit weight (MN) EFWA 35 pcf Equivalent fluid weight, active e SURCH 2 ft Traffic surcharge (equivalent soil depth) Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) 3.26 Ex 0.41 Seismic coefficient for mass acceleration FC 0.45 sliding friction coefficient (no FS) Loads resultant in mid 1/2? Yes W stem 1 3269 lb/ft Wstem2 2226 lb /ft Yes Wbase 4887 lb /ft Wsoil 17284 lb/ft Pa 7564 lb/ft M/S Psurch 1455 Ib /ft Impact 1000 lb/ft bearing max 3811 LC: D +H +L (includes impact and surcharge loads) 31/31 ' R:\Seattle \11 -00839 -20000 Bow Lake TRS Expansion Project\Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall J \Wa11J- HighSection- Stabilitf?age 1 of 5 Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1 3269 4.17 13630 Wstem2 D 1 2226 5.12 11404 Wbase D 1 4887 6.52 31843 Wsoil D 1 17284 9.53 164749 Pa H 1 -7564 6.93 -52418 Psurch H 1 -1455 10.40 -15128 Impact L 1 -1000 23.04 -23040 EQ soil E 0 0 10.40 0 EQ Stem E 0 0 13.40 0 Passive H 1 1225 1.17 1429 Totals 27665 -8794 132470 a 4.79 (MN) e 1.73 (BASE /2 -a) middle 1/3 2.17 (BASE /6) middle 1/2 3.26 (BASE /4) resultant in mid 1/3? Yes resultant in mid 1/2? Yes within base? Yes P/A 2123 M/S 1689 bearing max 3811 bearing min 434 sliding 1.42 (includes passive) 31/31 ' R:\Seattle \11 -00839 -20000 Bow Lake TRS Expansion Project\Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall J \Wa11J- HighSection- Stabilitf?age 1 of 5 King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall J - Tall Section (Wall Section B) LC: D +H +0.7E Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC 20.79 3.5 18.29 1 f 7 f 1.00 ft 2.36 3.67 1 ft 13.03 ft F=�M15O ft pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight pcf Equivalent fluid weight, active ft Traffic surcharge (equivalent soil depth) lb/ft Vehicle Impact load H psf Seismic factor (uniform load, full height) Seismic coefficient for mass acceleration sliding friction coefficient (no FS) 35 2 1000 6.5 0.41 0.451 272.60 248.31 250.81 269.10 251.81 271.35 Loads W stem 1 3269 lb/ft Wstem2 2226 lb /ft Wbase 4887 lb/ft Wsoil 17284 lb /ft Pa 7564 lb/ft Psurch 1455 lb/ft Impact 1000 lb/ft LC: D +H +0.7E Moment Load Arm about Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wstem1 D 1 3269 4.17 13630 Wstem2 D 1 2226 5.12 11404 Wbase D 1 4887 6.52 31843 Wsoil D 1 17284 9.53 164749 Pa H 1 -7564 6.93 -52418 Psurch H 0 0 10.40 0 Impact L 0 0 23.04 0 EQ soil E 0.7 -1967 10.40 -20443 EQ Stem E 0.7 -938 13.40 -12565 Passive H 1 1225 1.17 1429 Totals 27665 -9244 137629 a 4.97 (MN) e 1.54 (BASE /2 -a) middle 1/3 2.17 (BASE /6) middle 1/2 3.26 (BASE /4) resultant in mid 1/3? Yes resultant in mid 1/2? Yes within base? Yes P/A 2123 M/S 1506 bearing max 3629 bearing min 617 sliding 1.35 (includes passive) 32.131 RASeattle \11 -00839 -20000 Bow Lake TRS Expansion Project \Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForRewew \Wall J\WaIIJ- HighSection- Stabditflz* 2 of 5 King County SWMD ' BLPTF Retaining Wall Concrete Design Wall: Wall J - Tall Section (Wall Section B) LC: 1.2D +1.6H +1.6L Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC Loads W stem 1 Wstem2 Wbase Wsoil Pa Psurch Impact LC: 1.2D+1.6H+1.6L 20.79 3.5 18.29 1 f lft 1.00 ft 2.36 3.67 ft 13.03 ft 2.5 ft 150 pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight 35 pcf Equivalent fluid weight, active 2 ft Traffic surcharge (equivalent soil depth) 1000 lb/ft Vehicle Impact load 6.5 H psf Seismic factor (uniform load, full height) 0.41 Factor Seismic coefficient for mass acceleration 0.45 (ft) sliding friction coefficient (no FS) 3269 lb/ft 2226 lb/ft 4887 lb/ft 17284 lb/ft 7564 lb/ft 1455 lb/ft 1000 lb/ft 272.60 248.31 250.81 269.10 251.81 271.35 a e middle 1/3 middle 1/2 resultant in mid 1/3? resultant in mid 1/2? within base? P/A M/S bearing max bearing min 3.69 (MN) 2.83 (BASE/2 -a) 2.17 (BASE /6) Moment (BASE/4) Load Yes Arm about Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1.2 3922 4.17 16356 Wstem2 D 1.2 2671 5.12 13685 Wbase D 1.2 5864 6.52 38212 Wsoil D 1.2 20741 9.53 197699 Pa H 1.6 -12102 6.93 -83869 Psurch H 1.6 -2328 10.40 -24205 Impact L 1.6 -1600 23.04 -36864 EQ soil E 0 0 10.40 0 EQ Stem E 0 0 13.40 0 Passive H 1 1225 1.17 1429 Totals 33198 -14806 122443 a e middle 1/3 middle 1/2 resultant in mid 1/3? resultant in mid 1/2? within base? P/A M/S bearing max bearing min 3.69 (MN) 2.83 (BASE/2 -a) 2.17 (BASE /6) 3.26 (BASE/4) No Yes Yes 6001 0 33/37 IR: \Seattle \11 -00839 -20000 Bow Lake TRS Expansion Project \Data and Analytical\ Structural\ FacilibesSiteWalls \ReadyForReview\Wall J \WaIIJ- HighSection- Stabititfimige 3 of 5 311 3? LC: 1.2D +1.6H +1.6L 18.29 d 24.8 Mu /4d 1.11 0.55702347 12.02976681 49200 Moment Load Moment Arm about A Load Category Factor Horz (lb /ft) (ft) (ft -lb) Pa H 1.6 9367 6.10 57105 Psurch H 1.6 2048 9.15 18733 Impact L 1.6 1600 21.79 34864 EQ soil E 0 0 10.40 0 EQ Stem E 0 0 2.50 0 Totals 49200 13015 110703 d 24.8 Mu /4d 1.11 0.55702347 12.02976681 49200 Moment Load Arm about A Load Category Factor Horz (lb /ft) (ft) (ft -lb) Pa H 1.6 4052 4.01 16248 Psurch H 1.6 1347 6.01 8104 Impact L 1.6 1600 15.53 24848 EQ soil E 0 0 10.40 0 EQ Stem E 0 0 9.20 0 Totals 6999 49200 d 20.1 Mu /4d 0.61 0.7978341 R: \Seattle\11 -00839 -20000 Bow Lake TRS Expansion Project \Data and Anal ytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall J \WaIIJ- HighSection- Stabilitflzige 4 of 5 King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall J - Tall Section (Wall Section B) LC: 0.9D+1.6H +E Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation 272.60 248.31 250.81 269.10 251.81 271.35 Wall Geometry (MN) ' e e 2.17 middle 1/3 Hactive 20.79 ' resultant in mid 1/3? resultant in mid 1/2? Final grade over heel to bottom of footing Within base? Yes Hpassive 3.5 M/S bearing max Final grade over toe to bottom of footing Hsoilheel 18.29 Depth of soil over heel Hsoiltoe 1 ft Depth of soil over toe HEEL 7 ft Heel length STEMTOP 00 ft Stem thickness at top of wall Stembot 36 P3. Stem thickness at footing TOE 67 ft Toe length BASE 13.03 ft Total base length THICK F:::::1]150 ft Base thickness WCONC pcf Weight of concrete Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) Vimpact .1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.451 sliding friction coefficient (no FS) Loads Wsteml 3269 lb/ft Wstem2 2226 lb /ft W base 4887 lb/ft Wsoil 17284 lb/ft Pa 7564 lb/ft Psurch 1455 lb/ft Impact 1000 lb/ft LC: 0.9D +1.6H+E Moment Load Arm about A Load Category Factor Vert (lb/ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 0.9 2942 4.17 12267 Wstem2 D 0.9 2003 5.12 10264 W base D 0.9 4398 6.52 28659 Wsoil D 0.9 15556 9.53 148274 Pa H 1.6 -12102 6.93 -83869 Psurch H 0 0 10.40 0 Impact L 0 0 23.04 0 EQ soil E 1 -2809 10.40 -29204 EQ Stem E 1 -1340 13.40 -17950 Passive H 1 1225 1.17, 1429 Totals 24899 -15027 69869 2.81 (MN) ' e e 2.17 middle 1/3 3.26 middle 1/2 ' resultant in mid 1/3? resultant in mid 1/2? No Within base? Yes P/A M/S bearing max bearing min 2.81 (MN) 3.71 (BASE /2 -a) 2.17 (BASE /6) 3.26 (BASE /4) No No Yes 5915 0 3s / ,37 ' R:\Seaftle \11 -00839 -20000 Bow Lake TRS Expansion Project \Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall J \WaIIJ- HighSecbon- Stabditf*e 5 o1`5 Comp: t-IM Date: Checked: Date: BLRTS Retaining Wall J - Footing Design Tall Section, retained soil height = 21 ft WALL GEOMETRY REINF BAR AREAS (sq in) Height of stem (ft) Hw := 20.79 As7 :_ .60 As6 := 0.44 Length of heel (ft) Heel := 7 As5 :_ .31 Length of toe (ft) Toe := 3.67 As8 :_ .79 Stem thickness (ft) Stem := 2.42 As9 := I' Footing thickness (in) D:= 30 As10 := 1.27 Distance from edge to centroid of reinforcement in dfoot := D — 3.5 dfoot = 26.5 footing (in) Total base length (ft) base := Heel + Toe + Stem base = 13.09 FOOTING DESIGN Load Case: 1.2D +1.6H +1.6L Loads Heel p3 Toe p2 Maximum bearing (at toe), p2 p2:= 5915 a:= 2.81 Slope of bearing, 0 0 (p2) 0 = 701.66 (3 -a) Bearing where toe meets stem, p3 p3 := p2 - 0 -Toe p3 = 3340 Distance from end of heel to p =0, d d := base - 3 -a d = 4.66 Weight of soil over heel, factored (lb /ft) Wsoil := 135•Hw -1.1.2 Wsoil = 3368 Weight of concrete, factored (lb /ft) Wconc := 150• D -1.1.2 Wconc = 450 12 Comp: LNI Cr Date: Checked: Date: 37/37 HEEL (top reinforcement, "Astop ") Shear Maximum shear in heel, " Vuheel" (lb) (Heel — d)2 Vuheel := Wsoil•Heel + Wconc•Heel — 0• Vuheel = 24805 2 Allowable shear in footing, "Vcfoot" (lb) �Vcfoot := 0.75.2•( 4000)- 12•dfoot t Vcfoot = 30168 Vu <�Vn - OK Flexure Maximum moment in heel, "Mhmax" (ft -lb) Heel2 Heel2 Mhmax := Wsoil• +Wconc• — 0 • (Heel — d) 3 Mhmax = 92042 2 2 6 Mhmax 1000 Asreqtop :_ (4- dfoot) Asreqtop = 0.87 Use #7 @6 Top Astop := 2As7 Astop = 1.20 TOE (bottom reinforcement, "Asbot ") Shear Maximum shear in toe, " Vutoe" (lb) Vutoe := Wconc -Toe — p3 -Toe — (p2 — p3)- Toe Vutoe = —15331 2 �Vcfoot = 30168 Flexure Vu <�Vn - OK Maximum moment in toe, " Mtmax" (ft -lb) CToe)2 Toe2 — (p2 — p3) Toe Mtmax := Wconc• J — p3.( ) Mtmax = —21292 2 2 3 Mtmax Asreqbot := 1000 Asregbot = —0.20 4 -dfoot Minimum Area of Steel Asmintemp :_ .0018.12 -D [ACI 318 7.12] Asmintemp = 0.65 Asminflexure := 0.0033.12•dfoot [ACI 318 10.4] Asminflexure = 1.05 Use #6 @12 Bottom if As >1.33Asreq, 10.4 does not apply Asbot := As6 Asbot = 0.44 i ' GENERAL NOTES L0 FOOTING F LUMINAIRE CORBEL I 1. ALL CONCRETE THIS DWG SHALL BE CLASS 4000. � CTJS2 036' -0• MAX SPACING LUMINNRE ' FAR FACE CORBEL 2. ALL EXPOSED CONCRETE SHALL BE SMOOTH FORM FINISH. N OF WALL ANGLE POINT ----- - - - - -- - - - - -- - - -- N:161,935.90 O O CTJS2, TYP CTJW3, TYP �I \ \ 11.285.184.13 O 00 EDGE \ EDGE of FOOTING r ' _ -- N:161.968.85 -- - - - - -- - - - - - -- 7_8• \ 11,285,204.12 rjANGLE ANGLE POINTNT N 161,812 26 - EAR FACE OF WALL D 1:1,285,167.28 A EDGE OF .FOOTING 41 _ \ \ E:- 1,285,167.62 CE9NTER AT: \ \ \ FACE OF SPA WEST O N:161.801.62 I�j� _ WALL SEE S142 E:1,285,258.66 04f \ 6T S2 — — — — LLJ WALL END j \ \ O N:I61,785.35 �O' 0 11,285,188.30 LV C S 14 o Rr) WALL END (MID 1J0*Kt) N:161,967.15 E:1,285,209.84 PLAN (TA L.L� SCALE: 1/8. =1 -0• 1 \ �T / rl%D O 36' -0' /5012 FF /6012 FF 54' -1' j7 012 FF 00 inn -�__ - - - -- - - -- --- CIJW2�36.= D__NAX_SP- ACING. - - - - -- - - -- - -- - -- - - - - -- LLWMt+WWRE- - - - -- ----- --- ----- - - - - -- ------ - - - - -- J ' --- --- -- ------ ----- ---- - - - -56 _9. - - - -- - -------- --- - -- - -- -------------------------------- ------ -- --- - - - - -- - CTJW3@12' -0• CORBEL ANGLE POINT MILESTONE 1 WALL COAST SPA WEST WALL, J VERT ANGLE POINT MAX SPACING, TYP REVEAL SEE 5142 Q ANGLE POINT TOP OF WALL FINAL GRADE, BEHIND I- —�I CTJW2, TYP CTJW3, TYP U i g — — — = — — — — — — — — — — — -- -- - - - -- - - - -- -- -- -- - -- - -- - - - - -- ------- - - - - -- - - - -- - - -- - -- - -- - -- - -- - - -- - - - -- - -- - -- - _ -- - - - - - -- - — -- — - - - -- - - -- — - -- - -- - - -- - -- — -- -- - - - - - -- -- -- -- - -- - - ---- - - -- EL 263 21 p BOTTOM OF FOOTING FINAL GRADE. / 1 ELEVATION EXISTING GRADE NEAR FACE - 5013 CAL TOP OF WALL E. S 1/8-=i--o- - ' - EL VARIES, U) SEE ELEVATION SEE ELEVATION FOR VERT REINF 1 1 p 13 � U SIDEWALK O 15012 HORZ LL- iF 2' CLR . �s 2' CLR Z +5012 VERT ' - CONTINUOUS - - o - - RETaNINC Wq(L L SPq - - - GEOTEXTILE ' - - - DRAIN _MAT, - - - GRAVEL - 2 - - 4 -6" - 1' -6w SPA SLAB, SEE 5401 w BORROW - _ S013 - - - - 9• 1'x 18' - _ SMOOTH - - - - - - - - BASE OF FOOTING- - DWL 012' Y • - - - - - - - _ EL. VARIES, - 5 0 5 10 15 20 _ - - - - 05012- - - -SEE .ELEVATION 1/8•= 1' -0•. I- - /s ®i2 _ - SECTION Scaie Feet 5012 HK TOE - B SECTION A� SCALE: 1/2• =1' -0' - 1/2• -1 -0• Scale 0 1 2 3 4 Feet p SCALE: 1/2' =1' -O' - 0 $ DESIGNED BOW LAKE RECYCLING AND TRANSFER STATION PRDA = NUMBIM. w R !RO VA pA RML SITE F•ACIUTIES CONTRACT COa05CO9 p o King Coounty R.W. Bede. Inc. m $ v DRAWN 1001 Fourth Avenue, Suite 25M - °` 1 ^�. Department of Natural s" � P Seattle, WA 98154 -1004 RETAINING WALL L oMAIIIInc WMISM LLJ VERIFY SCALE Resources and Parks W5-47OO ?8CIONAL BAR IS ONE INCH ON _ 7/31/09 IKS IOtH ISSUED FOR CITY OF TUKWILA PERMITS (n ANSI •D• DRAWING S507 OBI• REV DATE CHKD APP'D REVISION DESCRIPTION Solid Waste Division Cn King County SWMD Top of Wall 272.50 BLPTF Bottom of footing 265.00 Retaining Wall Concrete Design Top of footing 266.25 Wall: Wall K. L - Short Height Soil over heel 269.00 LC: D +H +L (includes impact and surcharge loads) Soil over toe 267.25 Horz (lb /ft) (ft) Impact elevation 271.25 Wall Geometry 1 938 Hactive 4 Final grade over heel to bottom of footing D Hpassive 2.25 Final grade over toe to bottom of footing 2.67 Hsoilheel 2.75 Depth of soil over heel 1 Hsoiltoe 1 It Depth of soil over toe 4171 HEEL 4 It Heel length 1485 STEMTOP 1.00 ft Stem thickness at top of wall Pa Stembot 1 1.001 Stem thickness at footing -280 TOE 1 1.67 ft Toe length H BASE 6.67 ft Total base length 2.00 THICK 1 1.25 ft Base thickness 1 WCONC 150 pcf Weight of concrete -6250 Soil Properties E 0 SUW 135 pcf Soil unit weight EQ Stem EFWA 35 pcf Equivalent fluid weight, active 0 SURCH 2 ft Traffic surcharge (equivalent soil depth) H Vimpact 1000 lb/ft Vehicle Impact load 0.75 EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration 6337 FC 0.45 sliding friction coefficient (no FS) Loads e W stem 1 938 lb/ft Wstem2 0 lb/ft middle 1/3 1.11 Wbase 1251 lb/ft Wsoil 1485 lb/ft 1.67 (BASE/4) Pa 280 lb/ft Psurch 280 lb/ft Phydro 651 lb/ft (62.4 +19)'Hactive ^2 /2 resultant in mid 1/2? UpliftHeel 250 psf UpliftToe 0 psf within base? Yes Impact 1000 lb/ft LC: D +H +L (includes impact and surcharge loads) sliding 1.57 (includes passive) 3/1) IRASeatt1e \11 -00839 -20000 Bow Lake TRS Expansion Protect \Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall L\WaIIL- SPA- Short.xls Page 1 of 5 Moment Load Arm aboutA Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1 938 2.17 2034 Wstem2 D 1 0 2.67 0 Wbase D 1 1251 3.34 4171 Wsoil D 1 1485 4.67 6935 Pa H 1 -280 1.33 -373 Psurch H 1 -280 2.00 -560 Impact L 1 -1000 6.25 -6250 EQ soil E 0 0 2.00 0 EQ Stem E 0 0 4.38 0 Passive H 1 506 0.75 380 Totals 3673 -1054 6337 a 1.73 (MN) e 1.61 (BASE /2 -a) middle 1/3 1.11 (BASE /6) middle 1/2 1.67 (BASE/4) resultant in mid 1/3? No resultant in mid 1/2? Yes within base? Yes P/A - M/S - bearing max 1419 bearing min 0 sliding 1.57 (includes passive) 3/1) IRASeatt1e \11 -00839 -20000 Bow Lake TRS Expansion Protect \Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall L\WaIIL- SPA- Short.xls Page 1 of 5 q/ ► 9 King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall K, L - Short Height LC: D +H +0.7E Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC Loads Wsteml Wstem2 W base Wsoil Pa Psurch Phydro UpliftHeel UpliftToe Impact LC: D +H+0.7E 4 2.25 2.75 1 f 4 f 1.00 ft 1.00 1.67 ft 6.67 ft 1.25 ft 150 pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight 35 pcf Equivalent fluid weight, active 2 ft Traffic surcharge (equivalent soil depth) 1000 lb/ft Vehicle Impact load 6.5 H psf Seismic factor (uniform load, full height) 0.41 Factor Seismic coefficient for mass acceleration 0.45 (ft) sliding friction coefficient (no FS) 938 lb/ft 0 lb/ft 1251 lb/ft 1485 Wit 280 lb/ft 280 lb/ft 651 lb/ft (62.4 +19)'Hactive ^2 /2 250 psf 0 psf 1000 lb/ft 272.50 265.00 266.25 269.00 267.25 271.25 a e middle 1/3 middle 1/2 resultant in mid 1/3? resultant in mid 1/2? within base? P/A M/S bearing max bearing min 3.22 (MN) 0.12 (BASE/2 -a) 1.11 (BASE /6) Moment (BASE /4) Load Yes Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1 938 2.17 2034 Wstem2 D 1 0 2.67 0 W base D 1 1251 3.34 4171 Wsoil D 1 1485 4.67 6935 Pa H 1 -280 1.33 -373 Psurch H 0 0 2.00 0 Impact L 0 0 6.25 0 EQ soil E 0.7 -73 2.00 -146 EQ Stem E 0.7 -269 4.38 -1177 Passive H 1 506 0.75 380 Totals 3673 -116 11824 a e middle 1/3 middle 1/2 resultant in mid 1/3? resultant in mid 1/2? within base? P/A M/S bearing max bearing min 3.22 (MN) 0.12 (BASE/2 -a) 1.11 (BASE /6) 1.67 (BASE /4) Yes Yes Yes 551 57 608 493 sliding 14.30 (includes passive) RASeatt1e \11 -00839 -20000 Bow Lake TRS Expansion ProjectTata and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall L\WaHL- SPA- Short.xls Page 2 of 5 King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall K, L - Short Height LC: 1.2D +1.6H+1.6L Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC Loads Wsteml Wstem2 Wbase Wsoil Pa Psurch Phydro UpliftHeel UplifiToe Impact LC: 1.2D +1.6H +1.6L 4 2.25 2.75 1 f 4 f 1.00 ft 1.00 1.67 ft 6.67 It 1.25 ft 150 pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight 35 pcf Equivalent Fluid weight, active 2 ft Traffic surcharge (equivalent soil depth) 1000 lb/ft Vehicle Impact load 6.5 H psf Seismic factor (uniform load, full height) 0.41 Factor Seismic coefficient for mass acceleration 0.45 (ft) sliding friction coefficient (no FS) 938 lb /ft 0 lb/ft 1251 lb/ft 1485 lb/ft 280 lb/ft 280 lb/ft 651 lb/ft (62.4 +19) "HactiveA2 /2 250 psf 0 psf 1000 lb/ft 272.50 265.00 266.25 269.00 267.25 271.25 a e middle 1/3 middle 1/2 resultant in mid 1/3? resultant in mid 1/2? within base? P/A M/S bearing max bearing min 1.06 (MN) 2.28 (BASE /2 -a) 1.11 (BASE /6) Moment (BASE/4) Load No Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1.2 1125 2.17 2441 Wstem2 D 1.2 0 2.67 0 Wbase D 1.2 1501 3.34 5005 Wsoil D 1.2 1782 4.67 8322 Pa H 1.6 -448 1.33 -597 Psurch H 1.6 -448 2.00 -896 Impact L 1.6 -1600 6.25 -10000 EQ soil E 0 0 2.00 0 EQ Stem E 0 0 4.38 0 Passive H 1 506 0.75 380 Totals 4408 -1990 4655 a e middle 1/3 middle 1/2 resultant in mid 1/3? resultant in mid 1/2? within base? P/A M/S bearing max bearing min 1.06 (MN) 2.28 (BASE /2 -a) 1.11 (BASE /6) 1.67 (BASE/4) No No Yes 2783 0 S115 R:\Seattle \11 -00839 -20000 Bow Lake TRS Expansion Project \Data and Analytical\ Structural\ FactlitiesSiteWalls \ReadyForReview \Wall L \WalIL- SPA- Short.xls Page 3 of 5 STEM DESIGN LC: 1.2D +1.6H +1.6L (0/19 Mu/4d= 0.23 Asmin flexure= 0.38 (unless As >1.33Asreq) [ACI 318 -05 10.5] Asmin temp= 0.26 [ACI 318 -05 7.12] As= 0.31 #5 @12 RASeattle11 1-00839-20000 Bow Lake TRS Expansion Project\Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall L\WaHL- SPA- Short.xls Page 4 of 5 Moment Load Arm about A Load Category Factor Horz (lb /ft) (ft) (ft -Ib) Pa H 1.6 212 0.92 194 Psurch H 1.6 308 1.38 424 Impact L 1.6 1600 5.00 8000 EQ soil E 0 0 2.00 0 EQ Stem E 0 0 1.25 0 Totals 2120 8618 Mu/4d= 0.23 Asmin flexure= 0.38 (unless As >1.33Asreq) [ACI 318 -05 10.5] Asmin temp= 0.26 [ACI 318 -05 7.12] As= 0.31 #5 @12 RASeattle11 1-00839-20000 Bow Lake TRS Expansion Project\Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall L\WaHL- SPA- Short.xls Page 4 of 5 King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall K, L - Short Height LC: 0.9D +1.6H +E Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC 4 2.25 2.75 1 f 4 f 1.00 ft 1.00 1.67 ft 6.67 ft 1.25 it 1501 pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight pcf Equivalent fluid weight, active ft Traffic surcharge (equivalent soil depth) lb/ft Vehicle Impact load H psf Seismic factor (uniform load, full height) Seismic coefficient for mass acceleration sliding friction coefficient (no FS) 35 2 1000 6.5 0.41 0.45 272.50 265.00 266.25 269.00 267.25 271.25 Loads a 2.94 (MN) e 0.40 Wsteml 938 lb/ft middle 1/3 1.11 (BASE /6) middle 1/2 Wstem2 0 lb/ft resultant in mid 113? Yes Wbase 1251 lb/ft within base? Yes Wsoil 1485 lb/ft 496 M/S 176 Pa 280 lb/ft bearing max 672 ' bearing min Psurch 280 Nit Phydro 651 lb/ft (62.4 +19)'Hactive ^2 /2 UpliftHeel 250 psf UpliftToe 0 psf Impact 1000 lb/ft LC: 0.9D+1.6H +E Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 0.9 844 2.17 1831 Wstem2 D 0.9 0 2.67 0 Wbase D 0.9 1126 3.34 3754 Wsoil D 0.9 1337 4.67 6241 Pa H 1.6 -448 1.33 -597 . Psurch H 0 0 2.00 0 Impact L 0 0 6.25 0 EQ soil E 1 -104 2.00 -208 EQ Stem E 1 -384 4.38 -1682 Passive H 1 506 0.75 380 Totals 3306 -430 9719 -7 /r9 RASeattle \11 -00839 -20000 Bow Lake TRS Expansion Project\Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall L\WaRL- SPA- Short.xls Page 5 of 5 a 2.94 (MN) e 0.40 (BASE/2 -a) ' middle 1/3 1.11 (BASE /6) middle 1/2 1.67 (BASE/4) resultant in mid 113? Yes resultant in mid 1/2? Yes within base? Yes P/A 496 M/S 176 bearing max 672 ' bearing min 319 -7 /r9 RASeattle \11 -00839 -20000 Bow Lake TRS Expansion Project\Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall L\WaRL- SPA- Short.xls Page 5 of 5 King County SWMD Top of Wall 275.50 BLPTF Bottom of footing 265.00 Retaining Wall Concrete Design Top of footing 266.25 Wall: Wall K, L - Mid Height Soil over heel 272.00 LC: D +H +L (includes impact and surcharge loads) Soil over toe 267.25 (ft) (ft -lb) Impact elevation 274.25 Wall Geometry 1388 2.17 Hactive 7 Final grade over heel to bottom of footing 1 Hpassive 2.25 Final grade over toe to bottom of footing 0 Hsoilheel 5.75 Depth of soil over heel 1344 Hsoiltoe 1 ft Depth of soil over toe Wsoil HEEL 4.5 ft Heel length STEMTOP 1.00 ft Stem thickness at top of wall H Stembot 1.00 Stem thickness at footing 2.33 TOE 1 1.67 ft Toe length 1 BASE 7.17 ft Total base length -1715 THICK 1.25 ft Base thickness WCONC 150 pcf Weight of concrete EQ soil Soil Properties 0 0 SUW 135 pcf Soil unit weight E EFWA 35 pcf Equivalent fluid weight, active 5.88 SURCH 2 ft Traffic surcharge (equivalent soil depth) 1 Vimpact 1000 lb/ft Vehicle Impact load 380 EQ 6.5 H psf Seismic factor (uniform load, full height) 6225 Ex 0.41 Seismic coefficient for mass acceleration a FC 0.45 sliding friction coefficient (no FS) Loads e 1.59 W stem l 1388 lb /ft Wstem2 0 lb/ft 1.20 (BASE /6) W base 1344 lb/ft Wsoil 3493 lb/ft (BASE /4) Pa 858 lb /ft resultant in mid 1/3? Psurch 490 lb/ft Phydro 1994 lb /ft (62.4 +19)'Hactive ^2 /2 Yes UpliftHeel 437 psf UpliftToe 0 psf Yes Impact 1000 lb/ft LC: D +H +L (includes impact and surcharge loads) ' RASeatt1e \11 -00839 -20000 Bow Lake TRS Expansion Project0ata and Analytical\ Structural\ FacilrtiesSiteWalls \ReadyForRewew \Wall L\WaHL- SPA- Middle.xls Page 1 of 5 Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1 1388 2.17 3011 Wstem2 D 1 0 2.67 0 Wbase D 1 1344 3.59 4820 Wsoil D 1 3493 4.92 17186 Pa H 1 -858 2.33 -2001 Psurch H 1 -490 3.50 -1715 Impact L 1 -1000 9.25 -9250 EQ soil E 0 0 3.50 0 EQ Stem E 0 0 5.88 0 Passive H 1 506 0.75 380 Totals 6225 -1841 12430 a 2.00 (MN) e 1.59 (BASE /2 -a) middle 1/3 1.20 (BASE /6) middle 1/2 1.79 (BASE /4) resultant in mid 1/3? No resultant in mid 1/2? Yes within base? Yes P/A - M/S - bearing max 2078 bearing min 0 sliding 1.52 (includes passive) ' RASeatt1e \11 -00839 -20000 Bow Lake TRS Expansion Project0ata and Analytical\ Structural\ FacilrtiesSiteWalls \ReadyForRewew \Wall L\WaHL- SPA- Middle.xls Page 1 of 5 King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall K, L - Mid Height LC: D +H +0.7E Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation 275.50 265.00 266.25 272.00 267.25 274.25 Wall Geometry 3.26 (MN) e 0.33 Hactive 7 middle 1/3 1.20 Final grade over heel to bottom of footing ' middle 1/2 Hpassive 2.25 resultant in mid 1/3? Final grade over toe to bottom of footing Hsoilheel 5.75 Depth of soil over heel Yes Hsoiltoe 1 ft Depth of soil over toe M/S 238 HEEL 4.5 ft 1106 Heel length bearing min STEMTOP 1.00 ft sliding Stem thickness at top of wall (includes passive) Stembot 1.00 Stem thickness at footing TOE 1.67 ft Toe length BASE 7.17 ft Total base length THICK 1.25 ft Base thickness WCONC 150 pcf Weight of concrete Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pcf Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.451 sliding friction coefficient (no FS) Loads W stem 1 1388 lb/ft Wstem2 0 lb/ft W base 1344 lb/ft W soil 3493 lb/ft Pa 858 lb/ft Psurch 490 lb/ft Phydro 1994 lb /ft (62.4 +19)'Hactive ^2 /2 UpliftHeel 437 psf UpliftToe 0 psf Impact 1000 lb/ft LC: D +H +0.7E Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1 1388 2.17 3011 Wstem2 D 1 0 2.67 0 Wbase D 1 1344 3.59 4820 Wsoil D 1 3493 4.92 17186 Pa H 1 -858 2.33 -2001 . Psurch H 0 0 3.50 0 Impact L 0 0 9.25 0 EQ soil E 0.7 -223 3.50 -780 EQ Stem E 0.7 -398 5.88 -2339 Passive H 1 506 0.75 380 Totals 6225 -972 20276 a 3.26 (MN) e 0.33 (BASE /2 -a) middle 1/3 1.20 (BASE /6) ' middle 1/2 1.79 (BASE /4) resultant in mid 1/3? Yes resultant in mid 1/2? Yes within base? Yes , P/A 868 M/S 238 bearing max 1106 bearing min 630 , sliding 2.88 (includes passive) RASeatt1e \11 -00839 -20000 Bow Lake TRS Expansion Project \Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall L\WaHL- SPA- Middle.xls Page 2 of 5 ' King County SWMD (MN) 2.29 (BASE /2 -a) Top of Wall 275.50 1.79 BLPTF No No Bottom of footing 265.00 Retaining Wall Concrete Design Top of footing 266:25 Wall: Wall K, L - Mid Height Soil over heel 272.00 LC: 1.2D+1.6H +1.6L Soil over toe 267.25 Impact elevation 274.25 Wall Geometry Hactive 7 Final grade over heel to bottom of footing Hpassive 2.25 Final grade over toe to bottom of footing Hsoilheel 5.75 Depth of soil over heel Hsoiltoe 1 ft Depth of soil over toe HEEL 4.5 ft Heel length STEMTOP 1ft Stem thickness at top of wall Stembot Stem thickness at footing TOE ft Toe le ngth BASE 7.17 ft Total base length THICK 1.25 ft Base thickness WCONC I 150 pcf Weight of concrete Soil Properties SUW 135 pcf Soil unit weight EFWA 35 pd Equivalent fluid weight, active SURCH 2 ft Traffic surcharge (equivalent soil depth) Vimpact 1000 lb/ft Vehicle Impact load EQ 6.5 H psf Seismic factor (uniform load, full height) Ex 0.41 Seismic coefficient for mass acceleration FC 0.45 sliding friction coefficient (no FS) Loads Wsteml 1388 lb /ft Wstem2 0 lb/ft Wbase 1344 lb/ft Wsoil 3493 Ib /ft Pa 858 lb/ft Psurch 490 lb/ft Phydro 1994 lb /ft (62.4 +19)'Hactive ^2 /2 UpliftHeel 437 psf UpliftToe 0 psf Impact 1000 lb/ft LC: 1.2D +1.6H +1.6L Moment Load Arm about A Load - Category Factor Vert (Iblft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1.2 1665 2.17 3613 Wstem2 D 1.2 0 2.67 0 Wbase D 1.2 1613 3.59 5784 Wsoil D 1.2 4192 4.92 20623 Pa H 1:6 -1372 2.33 -3201 Psurch H 1.6 -784 3.50 -2744 Impact L 1.6 -1600 9.25 -14800 EQ soil E 0 0 3.50 0 EQ Stem E 0 0 5.88 0 Passive H 1 506 0.75 380 Totals 7470 -3250 9654 a e middle 1/3 middle 1/2 resultant in mid 1/3? resultant in mid 1/2? within base? P/A M/S bearing max bearing min 1.29 (MN) 2.29 (BASE /2 -a) 1.20 (BASE/6) 1.79 (BASE /4) No No Yes 3853 0 Ivl19 IRASeaftle\11 -00839 -20000 Bow Lake TRS Expansion ProjectTata and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview\Wall L\WaHL- SPA- Middle.xls Page 3 of 5 11 /19 STEM DESIGN LC: 1.2D +1.6H+1.6L Moment Load Arm about Load Category Factor Horz (lb /ft) (ft) (ft -lb) Pa H 1.6 926 1.92 1774 Psurch H 1.6 644 2.88 1852 Impact L 1.6 1600 8.00 12800 EQ soil E 0 0 3.50 0 EQ Stem E 0 0 1.25 0 Totals 3170 16426 Mu /4d= 0.43 Asmin flexure= 0.38 (unless As >1.33Asreq) [ACI 318 -05 10.51 Asmin temp= 0.26 [ACI 318 -05 7.121 As= 0.44 #6 @12 RASeatt1e \11 -00839 -20000 Bow Lake TRS Expansion Project \Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall L\WaHL- SPA- Middle.xls Page 4 of 5 King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall K, L - Mid Height LC: 0.9D +1.6H +E Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Proaerties SUW EFWA SURCH Vimpact EQ Ex FC Loads Wsteml Wstem2 W base Wsoil Pa Psurch Phydro UpliftHeel UpliftToe Impact LC: 0.9D+1.6H +E 7 2.25 5.75 1 f 4.5 ft 1.00 ft 1.00 1.67 ft 7.17 ft 1.25 ft 150 pcf Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete 135 pcf Soil unit weight 35 pcf Equivalent fluid weight, active 2 ft Traffic surcharge (equivalent soil depth) 1000 lb/ft Vehicle Impact load 6.5 H psf Seismic factor (uniform load, full height) 0.41 Factor Seismic coefficient for mass acceleration 0.45 (ft) sliding friction coefficient (no FS) 1388 lb /ft 0 lb/ft 1344 lb/ft 3493 lb/ft 858 lb/ft 490 lb/ft 1994 lb /ft (62.4 +19)•Hactive ^2 /2 437 psf 0 psf 1000 lb/ft 275.50 265.00 266.25 272.00 267.25 274.25 a e middle 1/3 middle 1/2 resultant in mid 1/3? resultant in mid 1/2? within base? PIA M/S bearing max bearing min 2.72 (MN) 0.87 (BASE /2 -a) 1.20 (BASE /6) Moment (BASE/4) Load Yes Arm about Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 0.9 1249 2.17 2710 Wstem2 D 0.9 0 2.67 0 Wbase D 0.9 1210 3.59 4338 Wsoil D 0.9 3144 4.92 15468 Pa H 1.6 -1372 2.33 -3201 Psurch H 0 0 3.50 0 Impact L 0 0 9.25 0 EQ soil E 1 -319 3.50 -1115 EQ Stem E 1 -569 5.88 -3342 Passive H 1 506 0.75 380 Totals 5603 -1753 15236 a e middle 1/3 middle 1/2 resultant in mid 1/3? resultant in mid 1/2? within base? PIA M/S bearing max bearing min 2.72 (MN) 0.87 (BASE /2 -a) 1.20 (BASE /6) 1.79 (BASE/4) Yes Yes Yes 781 566 1347 216 IZ /j9 IR: \Seattle \11 -00839 -20000 Bow Lake TRS Expansion ProjectTata and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall MallL- SPA- Middle.xls Page 5 of 5 )3/i) King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall L - Tall Section LC: D +H +L (includes impact and surcharge loads) Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC Loads W stem 1 W stem2 W base Wsoil Pa Psurch Impact 8.09 2.25 6.84 1 f 4.5 ft 1.00 ft 1.00 1.67 It 7.17 It 1.25 ft 150 pcf 135 pcf 35 pcf 2 f 1000 lb/ft 6.5 H psf 0.41 0.45 1581 lb/ft 0 lb/ft 1344 lb/ft 4155 lb/ft 1145 lb/ft 566 lb/ft 1000 lb/ft LC: D +H +L (includes impact and surcharge loads) Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete Soil unit weight Equivalent fluid weight, active Traffic surcharge (equivalent soil depth) Vehicle Impact load Seismic factor (uniform load, full height) Seismic coefficient for mass acceleration sliding friction coefficient (no FS) 275.00 263.21 264.46 271.30 265.46 273.55 IRASeatt1e \11 -00839 -20000 Bow Lake TRS Expansion Project \Data and Analytical\ Structural \Facilit esSiteWalls \ReadyForReview \Wall L\WaHL- SPA- Tall.xls Page 1 of 5 Moment Load Arm about Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) ' Wstem1 D 1 1581 2.17 3431 Wstem2 D 1 0 2.67 0 Wbase D 1 1344 3.59 4820 Wsoil D 1 4155 4.92 20444 ' Pa H 1 -1145 2.70 -3089 Psurch H 1 -566 4.05 -2291 Impact L 1 -1000 10.34 -10340 EQ soil E 0 0 4.05 0 ' EQ Stem E 0 0 6.52 0 Passive H 1 506 0.75 380 Totals 7081 -2205 13355 a 1.89 (MN) ' e 1.70 (BASE /2 -a) middle 1/3 1.20 (BASE/6) middle 1/2 1.79 (BASE/4) resultant in mid 1/3? No ' resultant in mid 1/2? Yes within base? Yes P/A - M/S - ' bearing max 2503 bearing min 0 ' sliding 1.44 (includes passive) IRASeatt1e \11 -00839 -20000 Bow Lake TRS Expansion Project \Data and Analytical\ Structural \Facilit esSiteWalls \ReadyForReview \Wall L\WaHL- SPA- Tall.xls Page 1 of 5 King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall L - Tall Section LC: D +H+0.7E Wall Geometry Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC 8.09 2.25 6.84 1 f 4.5 ft 1.00 ft 1.00 1.67 ft 7.17 ft 1.25 ft 150 pcf 135 pd 35 pcf 2 f 1000 lb/ft 6.5 H psf 0.41 0.45 Top of Wall Bottom of footing Top of footing Soil over heel Soil over toe Impact elevation Final grade over heel to bottom of footing Final grade over toe to bottom of footing Depth of soil over heel Depth of soil over toe Heel length Stem thickness at top of wall Stem thickness at footing Toe length Total base length Base thickness Weight of concrete Soil unit weight Equivalent fluid weight, active Traffic surcharge (equivalent soil depth) Vehicle Impact load Seismic factor (uniform load, full height) Seismic coefficient for mass acceleration sliding friction coefficient (no FS) 275.00 263.21 264.46 271.30 265.46 273.55 Loads 3.08 (MN) e 0.50 (BASE /2 -a) W stem 1 1581 lb/ft 1.20 (BASE /6) middle 1/2 1.79 Wstem2 0 lb/ft resultant in mid 1/3? Yes resultant in mid 1/2? W base 1344 lb/ft ' within base? Yes Wsoil 4155 lb/ft M!S 416 Pa 1145 lb/ft 1403 ' bearing min 572 Psurch 566 lb/ft sliding 2.29 (includes passive) ' Impact 1000 lb/ft LC: D+H +0.7E Moment Load Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1 1581 2.17 3431 Wstem2. D 1 0 2.67 0 Wbase D 1 1344 3.59 4820 Wsoil D 1 4155 4.92 20444 Pa H 1 -1145 2.70 -3089 Psurch H 0 0 4.05 0 Impact L 0 0 10.34 0 EQ soil E 0.7 -298 4.05 -1205 EQ Stem E 0.7 -454 6.52 -2958 Passive H 1 506 0.75 380 Totals 7081 -1391 21823 IL-1 1 , R: \Seattle \11 -00839 -20000 Bow Lake TRS Expansion Project \Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall L\WAL- SPA- Tall.As Page 2 of 5 , King County SWMD BLPTF Retaining Wall Concrete Design Wall: Wall L - Tall Section LC: 1.2D +1.6H+1.6L Wall Geomet Hactive Hpassive Hsoilheel Hsoiltoe HEEL STEMTOP Stembot TOE BASE THICK WCONC Soil Properties SUW EFWA SURCH Vimpact EQ Ex FC Loads Wstem 1 Wstem2 Wbase Wsoil Pa Psurch Impact LC: 1.2D+1.6H +1.6L 8.09 2.25 6.84 1.00 ft 4.5 ft 1.00 ft 1.00 1.67 ft 7.17 ft 1.25 ft 150 pcf 135 pcf 35 pcf 2 f 1000 lb/ft 6.5 H psf 0.41 0.45 1581 lb/ft 0 lb/ft 1344 lb/ft 4155 lb/ft 1145 lb/ft 566 lb/ft 1000 lb/ft Top of Wall 275.00 Bottom of footing 263.21 Top of footing 264.46 Soil over heel 271.30 Soil over toe 265.46 'Impact elevation 273.55 Final grade over heel to bottom of footing about A Final grade over toe to bottom of footing Category Depth of soil over heel Vert (lb /ft) Depth of soil over toe (ft) Heel length Wsteml Stem thickness at top of wall 1.2 Stem thickness at footing Toe length 4117 Total base length D Base thickness 0 Weight of concrete 2.67 Soil unit weight Equivalent fluid weight, active Traffic surcharge (equivalent soil depth) Vehicle Impact load Seismic factor (uniform load, full height) Seismic coefficient for mass acceleration sliding friction coefficient (no FS) ' e e middle 1/3 middle 1/2 resultant in mid 1/3? 2.45 resultant in mid 1/2? 1.20 within base? Moment P/A Load M/S bearing max No bearing min Arm about A Load Category Factor Vert (lb /ft) Horz (lb /ft) (ft) (ft -lb) Wsteml D 1.2 1897 2.17 4117 Wstem2 D 1.2 0 2.67 0 Wbase D 1.2 1613 3.59 5784 Wsoil D 1.2 4986 4.92 24533 Pa H 1.6 -1833 2.70 -4942 Psurch H 1.6 -906 4.05 -3665 Impact L 1.6 -1600 10.34 -16544 EQ soil E 0 0 4.05 0 EQ Stem E 0 0 6.52 0 Passive H 1 506 0.75 380 Totals 8497 -3832 9662 ' e e middle 1/3 middle 1/2 1.14 (MN) 2.45 (BASE/2 -a) 1.20 (BASE/6) 1.79 (BASE/4) No No Yes 4981 0 IS /i9 IRASeatt1e \11-00839 -20000 Bow Lake TRS Expansion Project \Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall L \WaIIL- SPA- Tall.xls Page 3 of 5 1(119 STEM DESIGN LC: 1.2D +1.6H+1.6L Moment Load Arm about A Load Category Factor Horz (lb /ft) (ft) (ft -lb) Pa H 1.6 1310 2.28 2987 Psurch H 1.6 766 3.42 2620 Impact L 1.6 1600 9.09 14544 EQ soil E 0 0 4.05 0 EQ Stem E 0 0 1.25 0 Totals 3676 20151 Mu /4d= 0.53 Asmin flexure= 0.38 (unless As >1.33Asreq) [ACI 318 -05 10.51 Asmin temp= 0.26 [ACI 318 -05 7.121 As= 0.60 #7 @12 R: \Seattle \11 -00839 -20000 Bow Lake TRS Expansion ProjectOata and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall L\WAL- SPA- Tall.As Page 4 of 5 Q119 RASeattle \11 -00839 -20000 Bow Lake TRS Expansion Project \Data and Analytical\ Structural\ FacilitiesSiteWalls \ReadyForReview \Wall L\WaHL- SPA- Tall.xls Page 5 of 5 BLRTS Retaining Wall L - Footing Design Tall Section, retained soil height = 8 ft WALL GEOMETRY Height of stem (ft) Hw := 8.0 Length of heel (ft) Heel := 4.5 Length of toe (ft) Toe := 1.67 Stem thickness (ft) Stem := 1 Footing thickness (in) D:= 15 Distance from edge to centroid of reinforcement in dfoot := D — 3.5 dfoot = 11.5 footing (in) Total base length (ft) base := Heel + Toe + Stem base = 7.17 FOOTING DESIGN Load Case: 1.2D +1.6H +1.6L Loads Comp: LM Date: Checked: Date: (��19 REINF BAR AREAS (sa in) As7 :_ .60 As6 := 0.44 As5 :_ .31 As8 :_ .79 As9:= 1 As10 := 1.27 Heel p3 Toe p2 Maximum bearing (at toe), p2 Slope of bearing, 0 Bearing where toe meets stem, p3 Distance from end of heel to p =0, d Weight of soil over heel, factored (lb /ft) Weight of concrete, factored (lb /ft) p2 := 4981 a:= 1.14 0 :_ (P2) 0 = 1456.43 (3•a) p3:= p2 — 0•Toe p3 = 2549 d := base — 3•a d = 3.75 Wsoil := 135•(Hw•1.1.2) Wsoil = 1296 Wconc := 150.2.25.1.1.2 Wconc = 405 Comp: Z' m tS Date: Checked: Date: i9 j�9 HEEL (top reinforcement, "Astop ") Shear Maximum shear in heel, " Vuheel" (lb) (Heel — d)2 Vuheel := Wsoil•Heel + Wconc•Heel — 0• Vuheel = 7245 2 Allowable shear in footing, "Vcfoot" (lb) �Vcfoot := 0.75.2• (44000)• 12•dfoot �Vcfoot = 13092 Vu <oVn - OK Flexure Maximum moment in heel, "Mhmax" (ft -lb) Heel2 Heel2 Mhmax := Wsoil + Wconc — 0 (Heel — d) 3 Mhmax = 17120 2 2 6 Mhmax 1000 Asreqtop :_ (4•dfoot) Asreqtop = 0.37 Use #6 @12 Top Astop := As6 Astop = 0.44 TOE (bottom reinforcement, "Asbot ") Shear Maximum shear in toe, " Vutoe" (lb) Toe Vutoe := Wconc•Toe — p3-Toe — (p2 — p3). Vutoe = —5611 2 �Vcfoot = 13092 Flexure Vu <�Vn - OK Maximum moment in toe, " Mtmax" (ft-lb) Toe) 2 (p2 — p3)•Toe2 • — Mtmax := Wconc �Toel2 — p3• ( Mtmax = —3756 /I 2 2 3 Mtmax Asreqbot := 1000 Asregbot = —0.08 4•dfoot Minimum Area of Steel Asmintemp :_ .0018.12•D [ACI 318 7.12] Asmintemp = 0.32 Asminflexure := 0.0033.12•dfoot [ACI 318 10.4] Asminflexure = 0.46 Use #5 @12 Bottom if As >1.33Asreq, 10.4 does not apply Asbot := As5 Asbot = 0.31 09 -04 -2012 Go 60 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 -162 BOW LAKE - RETAINING WALLS G THRU L 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 10/24/2012. 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 10/24/2012, 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, Bill Rambo Permit Technician File: Permit File No. D09 -162 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 20&431 -3670 • Fax 206-431 -3665 City of Tukwila Department of Community Development 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, Jim Haggerton, Mayor Jack Pace, Director 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, 0 f Je ifor shall e itVlep ician cc: Tom Creegan File: D09 -162, D09 -164, D09 -166, D09 -167 WAPennit Center\Extension Letters\Pennits \2009\Bow Lake Pennit Extension 2012- 02- 27.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Re: Bow Lake Tukwila Permits Page 1 of 4 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 A.. tacti&"tn u.9ae 4 ( (PVC 2JBZ�l. r.Ha ( U u' 11- I understand that you may not choose to extend them all at this time, and I will leave that to your discretion, with the understanding that none of them should expire. Please reply with confirmation. ,444 Thank you, scd, �. CK Humphreys CK Humphreys I Associate KPFF Consulting Engineers Special Projects Division (SPD) 101 Stewart St, Ste 400 Seattle, Washington 98101 M: (206) 226 -8740 chumphreys @kpffspd.com �id'7 GZC�ul� q YOF MRA lc� z , FED 2.3121 PERMIT CENTER 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, https:Hwebmail.tukwilawa. gov /owa/ ?ae= Item& t= IPM.Note &id= RgAAAACLODHcxUig... 02/24/2012 TOM CREEGAN City of Tukwila Department of Community Development 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. D09 -162 BOW LAKE - RETAINING WALLS G THRU L 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 03/21/2012. 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 03/21/2012, 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, (Jenn fer Marshall it Technician File: Permit File No. D09 -162 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 City of Tukwila Department of Community Development 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, Jim Haggerton, Mayor Jack Pace, Director 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 W ^Permit CenterExtension L.etters\Permits\2009\Bow Lake Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 LIM .King County ������� Solid waste Division ' Ori '�p11` Department of Natural Resources and Parks King Street Center 201 South Jackson Street,.Suite 701 G�iF1.OP Seattle, WA 98104 -3855 D 206 - 296 -6542 Fax 206 - 296 -0197 TTY Relay: 711 March 3, 2011 Bill Rambo City of Tukwila Dept. of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Dear Mr. Rambo: The purpose of this letter is to request extensions for permits for the Bow Lake Recycling and Transfer Station project. The King County Solid Waste Division recently received written notices that the following permits will expire on March 16, 2011: Permit No. D09 -162 Permit No. D09 -166 Permit No. PG09 -095 Permit No. M09 -103 Permit No. D09 -164 Permit No. D09 -167 Permit No. PG09 -096 Permit No. M09 -104 ky� 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 (DG9- i 61 07- i 63, D(09- 165, PG09 -097, EL09 -0497, EL09 -0498, EL09 -0499, and EL09 -0500) for the Site Facilities construction phase of the project will continue to be needed until that time. King County requests that all of these permits be extended appropriately to reflect the extended construction schedule. Bill Rambo March 3, 2011 Page 2 Thank you for your assistance in this matter. Please contact me at 206 - 263 -6476 if you have any questions. 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 02 -01 -2011 TOM CREEGAN City of Tukwila Department of Community Development 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit No. D09 -162 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 03/16/2011. Based. on the above, you are hereby advised to: I) 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 -162 0 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 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, Je ifer Marshall Pe it Technician W Vertnit Center\Extension LettersWpplications\2009\Bow Lake Application Extension #2.doc 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 Lig King County Solid Waste Division Department of Natural Resources and Parks King Street Center 201 South Jackson Street, Suite 701 Seattle, WA 98104 -3855 206 - 296 -6542 Fax 206 - 296 -0197 TTY Relay: 711 July 27, 2010 Bill Rambo Department of Community Development City of Tukwila 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Dear Mr. Rambo: • The purpose of this letter is to request extensions for permit applications for the Bow Lake Recycling and Transfer Station – Site Facilities project. The King County Solid Waste Division is nearing completion of the process of procuring a contractor for this work. The permit applications are as follows: Permit Application No. D09 -161 -Pennit Application No. D09-f 65 NIQU 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, � C Tom Creegan Project Manager Mer Rambo — Permit Application Renewals — Final 072710 JUL 28 2010 1PERMIT CENTER cc: Victor O. Okereke, Engineering Services Manager, Solid Waste Division (SWD) Neil Fujii, Managing Engineer, SWD .Q ,— & 07 -01 -2010 0 r Qty of Tukwila Jim Haggerton, Mayor Department of Community Development TOM CREEGAN 201 S JACKSON ST, STE 701 SEATTLE WA 98104 RE: Permit Application No. D09 -162 18800 ORILLIA RD S TUKW Dear Permit Applicant: Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 08/13/2009, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 08/09/2010. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D09 -162 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206- 431 -3665 City of Tukwila Department of Community Development August 17, 2010 Tom Creegan 201 S Jackson St Suite 701 Seattle, WA 98104 RE: Correction Letter #1 to Full -Sized Plan Review Development Permit Application Number D09 -162 Bow Lake, Retaining Walls G thru L- 18800 Orillia Rd S Dear Mr. Crdegan, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. The City requires that two (2) sets of the requested information be provided to the Permit Center. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, r Marshall Technician end File No. D09 -162 WAPennit Center \Correction Letters\2009009 -162 Correction Letter #1 FS.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 • 11 PUBLIC WORKS DEPARTMENT COMMENTS DATE: August 13, 2010 PROJECT: Bow Lake (7 New Retaining Walls) 18800 Orillia Rd South PERMIT NO: D09 -162 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Building Permit - Retaining Walls Site Plan, sheet 1 of 1 was missing in your full set submittal. This sheet is critical, because it is the only drawing that shows location of each proposed retaining wall. H: Joanna/D09- 162BowLk 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 An SAIC Company (aE'O PRV of ' u► JUN 4 2010 Dear Ms. Marshall: HERMIT 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 l 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 I 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 I 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 coq - 1 z 001640 111- 00839 - 20001/5500 Marshall Transmittal 6- 14- 2010.docx Ms. Jennifer Marshall June 14, 2010 Page 2 It has been a pleasure working with you. If you have any questions please feel free to call me at (206) 695 -4626 or email me at males @rwbeck.com Sincerely, R. W. BECK, I —/ 14 Margaret Ales Permit Coordinator MA/j Id cc line T. Creegan, King County K. Hufnagel, R. W. Beck I. Sutton, R. W. Beck 001640 1 11- 00839 - 20001/5500 Marshall Transmittal 6- 14- 2010.docx elp June 8, 2010 Bob Benedicto Building Official City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, Washington 98188 Dear Mr. Benedicto: Project: D09 -162 Bow Lake Transfer Station Retaining Walls SDC: D Based on the date submitted to your jurisdiction of August 13, 2009 (indicated on the front sheet) these calculations were intended to be part of the initial submittal but apparently were not sent to us. These calculations are NOT intended to reflect any changes to the approved drawings. These calculations would certainly have helped to resolve the questions that I had in our first review letter of October 13, 2009 concerning the lateral stability of the retaining wall structures. However the questions that we did have on the lateral stability of the retaining walls were adequately addressed in the engineer's response to our concerns. See our RECHECK letter of April 7, 2010. Therefore there are no changes to the approved drawings. Sincerely Chuck Williams SE Sound Inspections SOUND INSPECTIONS & INVESTIGATIVE ENGINEERS, LLC PMB 223, 1802 "A" Street SE Auburn, WA 89002 (206) 621 -1686 • (253) 939 -4988 fax May 25, 2010 City ®f Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Frank Mellas Sound Insp & Investigative Eng LLC PMB 223 1802 'A' Street SE Auburn, WA 98002 RE: Structural Calculation for Permit D09 -162 Bow Lake Retaining Walls G thru L —18800 Orillia Rd S Mr. Mellas: Enclosed are two sets of structural calculations for Bow Lake Retaining Walls G thru L permit, Permit Number D09 -162. These structural calculations were referenced in email correspondence between you and Brenda Holt on April 27 through April 29, 2010. In addition to the plans we have received stamped as reviewed and approved, the Permit Center needs both of these sets of structural calculations to be reviewed, stamped as approved (if indeed they are correct per the 2006 IBC), and returned as quickly as possible. The permit is ready to issue upon receipt of these documents. If you should have any questions, please feel free to contact me at (206) 431 -3670. Sincerely, it Technician file: Permit File No. D09 -162 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 0 0 Page 1 of 1 Brenda Holt From: frank mellas To: Brenda Holt Date: 04/29/2010 4:05 PM Brenda I spoke with Chuck today regaurding the cal's and Chuck said those were returned months ago, he didn't need them for the re check and sent them back. You should have them, let me know but Chuck says he doesn't have them. Frank Hotmail is redefining busy with tools for the New Busy. Get more from your inbox. See how. file:HC:\ Temp\ XPGrpWise \4BD9AE3Dtuk- mail6300 -po 100173667711 C4231 \GW } 0000... 04/30/2010 • Page 1 of 1 Brenda Holt- Re: Bow Lake Project From: Frrank Mellas To: Brenda Holt Date: 04/29/2010 1:07 PM Subject: Re: Bow Lake Project i will tell chuck From: Brenda Holt <bholt @ci.tukwila.wa.us> To: frank @soundinspection.com Sent: Tue, April 27, 2010 9:21:08 AM Subject: Bow Lake Project We did not receive the approved structural calculations for Retaining Walls G thru L (Permit No. D09- 162). Can you please forward the approved structural calculations to our office as soon as possible as this permit is ready to be issued. Thank you - Brenda Holt I Permit Coordinator I City of Tukwila 6300 Southcenter B1, Suite 100 1 Tukwila, WA 98188 T: 206/431 -3672 1 F: 206/431 -3665 1 www.ci.tukwila.wa.us file://C:\ Temp\ XPGrpWise \4BD9848Btuk- mail6300 -po 100173667711 C4101 \GW }00001... 04/30/2010 Page 1 of 1 Brenda Holt - Bow Lake Project From: Brenda Holt To: frank @soundinspection.com Date: 04/27/2010 9:21 AM Subject: Bow Lake Project We did not receive the approved structural calculations for Retaining Walls G thru L (Permit No. D09 -162). Can you please forward the approved structural calculations to our office as soon as possible as this permit is ready to be issued. Thank you - Brenda Holt I Permit Coordinator I City of Tukwila 6300 Southcenter BI, Suite 100 1 Tukwila, WA 98188 T: 206/431 -3672 1 F: 206/431 -3665 1 www.ci.tukwila.wa.us file: / /C:\ Temp\ XPGrpWise\ 4BD6AC84tuk- mail6300- po100173667711 C3691 \GW }0000... 04/27/2010 • LETTER OF TRANSMITTAL To: Mr. Bob Benedicto City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, Washington 98188 • AVK Cl 3, LUTU COMMUNITY MELOPI4�NT 4/2/2010 An SAIC Company Project No./File Code: 11- 00839 -20001 / 5500 Client No.: 001640 Re: Response to SHE Memorandum DOI% 62. Bowlake Transfer Station Retaining Walls ® Attached ❑ Under separate cover, we are sending you: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ Other ( ) If enclosures are not as noted, please notify us at once. Copies Date No. Description 1 4/2/2010 Response Memorandum 1 4/2/2010 Attachment A - Drawing C 131 (copy) These are transmitted as marked below: ❑ For approval ❑ Reviewed as submitted ❑ Resubmit copies for review ® For your use ❑ Reviewed as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ Other ( ) ❑ FOR BIDS DUE BY ❑ PRINTS RETURNED AFTER LOAN TO US Comments: Mr. Benedicto, Attached is a copy of our response to the Sound Inspections & Investigative memorandum regarding D09- 162 Retaining Walls, for your files. If you have any questions please contact me at (206) 695 - 4626. Thank you. Copy to: File; TC By: MA/ild Signed: Margar Ales - Permit Coordinator Benedicto Transmittal (SIIE) April 2010.doc 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 -162 (Retaining Walls) Response to Sound Inspections and Investigative Engineers, LLC. Date: April 2, 2010 This memorandum provides responses to Sound Inspection and Investigative Engineers (SIIE), LLC structural review of the Bow Lake Transfer Station Transfer /TSO Building for City of Tukwila Permit Application D09 -162 (Retaining Walls Development Permit). Comments are listed below, followed by a summarized response. In instances where a response required a design change, the revised design documentation has been included as an attachment for SIIE to review. Design revisions made to. address SIIE or City comments have been clouded and noted as Revision B. In addition, any design changes initiated by the design team unrelated to SIIE or City comments, and subsequent to the original application submittal, that relate to code compliance or life-safety have also been clouded and noted as Revision C. Attachments relating to non - structural comments in the memorandum to the City of Tukwila are not included. SIZE -1 Comment: Section 2.4.1 of ASCE /SEI 7 -05 requires that the load combinations used when considering lateral earth forces be 0.6D +H and 0.61) + 0.7E +H. This indicates that only 60% of the dead load may be used to determine the sliding and overturning resistance. The structural calculations actually use the full dead load. This should be justified. Response: Retaining wall stability design is not clearly defined in the IBC or ASCE 7. Our interpretation and the industry practice is that reduced soil dead loads are considered for structural elements, but not required for soil interaction stability calculations. This is because the soil loads are well known. If the concern that the 0.6 load factor is to account for vertical seismic acceleration, an indication that vertical seismic reactions are not intended for stability is in ASCE 7, 12.4.2.2 which states that Ev need not be considered for soil- structure interface of foundations. Therefore the 0.6 dead load combination was not considered for stability. SHE -2 Comment: Additionally, the factor of safety for sliding purposes typically is a minimum of 1.5. A review of the calculations for the factor of safety for sliding indicates several values less then 001640 1 11- 00839 -20001 1 Response_D09 -162 to S11E.doc MEMORANDUM April 2, 2010 Page 2 1.5 (lowest 0.72). The value is obtained using the full dead load and will be less when the 0.6 factor is applied to the dead load. The values less then 1.5 should be justified. Response: As stated in Response to Comment 1, retaining wall design is not defined clearly in the IBC. The only reference to retaining wall stability is indicated in IBC 1806 which calls for a factor of safety of 1.5 for sliding and overturning, with no other definition of what this means. The stability criteria we used for retaining walls is shown on drawing SO11 which includes different values for different loads. Sliding factor of safety is reduced to 1.10 for seismic load cases. These criteria come from the Corp of Engineers EM 1110 -2 -2502 "Retaining and Flood Walls." The design calculations meet these stability criteria. Any sliding factors of safety in the calculations below these values come from running the stability analysis using strength design load combinations for the purpose of the concrete design. These factors of safety are not applicable to stability. SIZE - 3 Comment: I cannot determine from the plans that were submitted where the different retaining• walls occur. Please provide the actual locations on the site plan. Response: Drawing C131 is attached which calls out the various retaining walls. Please see Attachment A, Drawing C 131. List of Attachments Attachment A — Drawing C 13,1 001640 1 11- 00839 -20001 1 Response_D09 -162 to SIIE.doc hi I "'i February 3, 2010 City o f 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 Response to Correction Letter #1 Permit Numbers: D09-161,162,164,165; M09 -103 & M09 -104; PG09 -095, 096, & 097 Bow Lake —18800 Orillia Rd S Dear Mr. Creegan, This letter is to inform you that your responses to Correction Letter #1 received at the City of Tukwila Permit Center on January 28, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department needs to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ifer Marshall lit Technician Enclosures File: D09 -161, 162, 164, 165 M09 -103 & M09 -104 PG09 -095, 096, & 097 W:\Permit Center \Incomplete Letters\2009\D09 -161 Inc Ltr # I to Corr Ltr # LDOC 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 1 4 Determination of Completeness Memo Date: February 2, 2010 Project Name: Bow Lake Permit #: D09 -161, 162, 164, and 165 M09 -103 and M09 -104 PG09 -095, 096, and 097 Plan Review: Dave Larson, Senior Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) In reference to your response to item number 15 of the last Building Division Review Memo dated 9- 28-09, it is necessary to submit the full size sets of the plans at this point in the review process. You must submit four (4) full size sets for building permits and two (2) full size sets for mechanical, plumbing/gas piping, and electrical permits. From this point on, any changes needed to correct or alter the plans will be accomplished by resubmitting only the pages /sheets that are altered. You will not need to resubmit the entire set. If you were to submit one full size set after all reviews are complete, we would have to send that set to each of the four departments and each department would have to compare that set with an approved set and it will be a very time consuming process that would substantially delay completion of this permit process. This was discussed and agreed to at our last meeting. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. To: Tom Creegan An SAIC Company From: Ian Sutton and Margaret Ales Subject: Bow Lake Recycling and Transfer Station Project Development Permit Application Number D09 -162 (Retaining Walls G -L) Response to City of Tukwila Correction Letter #1 Date: January 28 , 2010 This memorandum is supplemental to the Revision Submittal for the Development Permit Application D09 -162 (Retaining Walls G -L) Correction Letter #1 for the City of Tukwila (City). The comment is listed below and followed by a summarized response. In instances where a response required a design change, the revised design documentation has been included as an attachment for City review. Design revisions made to address City comments have been clouded and noted as Revision B. In addition, any design changes initiated by the design team unrelated to City comments, and subsequent to the original application submittal, that relate to code compliance or life- safety have also been clouded and noted as Revision C. Public Works PW -1 Comment: Plan shows that all seven (7) retaining walls have a perforated pipe footing drain shown on Detail 2, Drawing No. SO 13, sheet 151 of 615. For each wall show the location where and how the subject footing drains tie into the storm drainage system. Are there any footing drains that will daylight or discharge to some kind of an infiltration system. Are there any locations where the footing drain has to penetrate the retaining wall? A brief narrative from the geotechnical engineer might be helpful to clarify wall footing drains issue. Response: The locations of the retaining wall footing drain connections to the stormwater system have been added to drawings C 112, C 113, and C 116. None of the footing drains daylight or discharge to an infiltration system. There is one location where the footing drain penetrates the retaining wall, wall J (C 116). There are three locations where the footing drain penetrates the footing, wall H (C 116) and the North Processing Area loading dock north and south walls (C113). See Attachment A, Revised Drawings. List of Attachments Attachment A - Revised Drawings 001640 1 11- 00839 -20000 1 Response_D09- 162.doc 0 0 ATTACHMENT Revised Drawings Included under separate cover. An SAIC Company Permit Application Number D09 -162 List of Revised Drawings New Sheet REV B REV C New Sheet for Final Revised Dwgs revised /final Submittal Submittal V C c\j a -3: p C a s p C as c\1 a Cr cd 1. 6011- COVER SHEET, VICINITY AND LOCATION MAPS 1 2. G012 - DRAWING INDEX 1 1 1 3. G013 - DRAWING INDEX 1 1 1 4. G014 - LEGEND 1 5. G015 - ABBREVIATIONS 1 6. G016 - GENERAL NOTES AND PROJECT AREA BOUNDARY 1 7. G017 - EXISTING CONDITIONS AND SURVEY CONTROL 1 8. G018 - GENERAL ARRANGEMENT SITE PLAN 1 1 1 102. C112 - SURFACE WATER SYSTEM PLAN 1 1 1 1 103. C113 - SURFACE WATER SYSTEM PLAN 1 1 1 1 106. C116 - SURFACE WATER SYSTEM PLAN 1 1 1 1 150. S011 - STRUCTURAL NOTES 1 1 1 1 151. S012- STRUCTURAL QUALITY ASSURANCE 1 1 1 152. S013- STRUCTURAL NOTES 1 1 1 153. S014- STANDARD STRUCTURAL DETAILS 1 199. S140- NPA LOADING DOCK RETAINING WALLS 1 200. S141- NPA LOADING DOCK WALLS 1 303. S501- RETAINING WALL G 1 304. S502- RETAINING WALL H 1 305. S503- RETAINING WALL J 1 306. S504- RETAINING WALL J 1 307. S505- RETAINING WALL J 1 308. S506- RETAINING WALL K 1 309. S507- I RETAINING WALL L 1 Page 1 of 1 1 140 0 0 City of Tukwila Jim Haggerton, Mayor Department o, f 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, 167 App No. EL09 -0497, 0498, 0499, 0500 App No. M09 -103, 104, 105 App No. PG09 -095, 096, 097 W:U'ennit Center\Extension Leners\Applications\2009\Bow Lake Application Extension.doc 6300 Southcenter Boulevard, Suite #100 - Tukwila, Washington 98188 - Phone: 206 - 431 -3670 - Fax: 206 - 431 -3665 a Kit Coiun�y 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, OAA ,-c Tom Creegan Project Manager v,K Permit Application No. D09 -162 Permit Application No. D09 -164 Permit Application No. b09 -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 �-- 9 -10 O` 4 v_I `t. b'O !' RECEIVE �Ji* -old dM 2 8 2090 PERMIT GENTEr 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 -162 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, —1c 0 0 A/�A Bill Rambo Permit Technician File: Permit File No. D09 -162 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 October 5, 2009 f � City of Tukwila Department of Community Development Tom Creegan 201 S Jackson St Ste 701 Seattle, WA 98104 RE: CORRECTION LETTER #1 Development Permit Application Number D09 -162 Bow Lake - Retaining Walls G -L —18800 Orillia Rd S Dear Mr. Creegan, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician end File No. D09 -162 WAPermit Center \Correction Letters\2009\1309 -162 Correction Letter #I.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: September 18, 2009 PROJECT: Bow Lake — Seven (7) Retaining Walls Retaining Walls G -L and two (2) loading bay walls PERMIT NO: D09 -162 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Plan shows that all seven (7) retaining walls have a perforated pipe footing drain shown on Detail 2, Drawing No. S013, sheet 151of 615. For each wall show the location where and how the subject footing drains tie into the storm drainage system. Are there any footing drains that will daylight or discharge to some kind of an infiltration system. Are there any locations where the footing drain has to penetrate the retaining wall? A brief narrative from the geotechnical engineer might be helpful to clarify wall footing drains issue. P: joanna/comments 1D09 -162 BowLk • 4 -23 -10 Bob Benedicto Building Official City of Tukwila 6300 South Center Boulevard Suite 100 Tukwila, WA 98188 Dear Mr. Benedicto: 4 Project D09 -162 Retaining Walls G thru L RECHECK FINAL IBC 2006 We have completed our structural review of the Retaining walls G Thru L for the Bow Lake Transfer Station. The plans are in substantial compliance with the 2006 International Building Code. The structural plans are approved and are being returned with our indication of review on them. In our opinion they are ready to be issued. If you have any further questions or if we can help in any other way please contact me at 253- 606 -9559. SMcerely, '4 Frank Mellas Co -Owner SOUND INSPECTIONS & INVESTIGATIVE ENGINEERS, LLC 1802 A Street SE Auburn, Washington 98002 (253) 606 -9559 • (360) 893 -7852 fax October 13, 2009 Project: D09 -162 Bow Lake Transfer Station Retaining Walls SDC: D Bob Benedicto Building Official City of Tukwila ' 6300 Southcenter Boulevard Suite 100 Tukwila, Washington 98188 Dear Mr. Benedicto: We have completed our structural review of the retaining walls for the Bow Lake Transfer Station. The plans have been reviewed for compliance with the 2006 International Building Code. For questions regarding this review contact Sound Inspections. Please provide two complete sets of the plans with the resubmittal. GENERAL 1. Section 2.4.1 of ASCE /SEI 7 -05 requires that the load combinations used when considering lateral earth forces be 0.6D +H and 0.6D + 0.7E +H. This indicates that only 60% of the dead load may be used to determine the sliding and overturning resistance. The structural calculations actually use the full dead load. This should be justified. 2. Additionally, the factor of safety for sliding purposes typically is a minimum of 1.5. A review of the calculations for the factor of safety for sliding indicates several values less then 1.5 (lowest 0.72). The value is obtained using the full dead load and will be less when the 0.6 factor is applied to the dead load. The values less then 1.5 should be justified. 3. 1 cannot determine from the plans that were submitted where the different retaining walls occur. Please provide the actual locations on the site plan. SOUND INSPECTIONS & INVESTIGATIVE ENGINEERS, LLC PMB 223, 1 802 "A" Street SE Auburn, WA 89002 (206) 621 -1686 • (253) 939 -4988 fax 0 0 September 1, 2009 Frank Mellas Sound Insp & Investigative Eng LLC PMB 223 1802 'A' Street SE Auburn, WA 98002 RE: Structural Review Development Permit Numbers D09 -161, D09 -162, D09 -164, & D09 -165 Bow Lake — .18800 Orillia Rd S Dear Mr. Mellas: Please review the enclosed plans and documents for structural compliance with the 2006 International Building Code. D09 -161: Transfer /TSO Building D09 -162: Retaining Walls — G through L and (2) loading bay walls D09 -164: Scale House D09 -165: Recycling Building If you should have any questions, please feel free to contact me at (206) 431 -3670. Sincerely, Jennifer Marshall Copy Permit Technician end xc: Permit File ro 1DU9 -161 D09 -164, DO 9-165 PERMIT ORD COPY* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -162 DATE: 08/18/10 PROJECT NAME: BOW LAKE - RETAINING WALLS G THRU L SITE ADDRESS: 18800 ORILLIA RD S Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Fire Prevention ❑ Planning Division ❑ Public "WoYks 0 Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: NIA Complete ❑ Incomplete ❑ Not icable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: ER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg E-] ER ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Rout Structural Review Required ❑ No further Review Required ❑ R ER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: ASAPH Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: 7� 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 � Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -162 DATE: 06/14/10 PROJECT NAME: BOW LAKE - STORM WATER RETENTION VAULT SITE ADDRESS: 18800 ORI LLIA RD S FINAL CHECK - FULL -SIZED PLANS DEPARTMENTS: _ �O �L �- uilding ts on) PubNc'W i VA Af Ire Prevention . Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete ❑ Tanning Division Permit Coordinator ❑ DUE DATE: N/ Permit Center Use Only, i INCOMPLETE LETTER MAILED: I ER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ F' Ping ❑ Pw F1 Staff Initials: cable ❑ TUES /THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required ❑ REVI 'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: ASAP Approved ❑ Notation: REVIEWER'S INITIALS: Approved with Conditions ❑ Not Approved (attach comments) V DATE: Permit Center Us Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PwV' Staff Initials: ` Documents/routing slip.doc 2 -2"2 »PERMIT COORDCOPY* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER:, D09 -162 DATE: 02/19/10 PROJECT NAME: BOW LAKE - RETAINING WALLS G TH RU L SITE ADDRESS: 18800 ORI LLIA RD S Original Plan Submittal X Response to Incomplete Letter # 1 X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ Pub is Works j Structural ❑ 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: Approved ❑ Notation: REVIEWER'S INITIALS: Approved with Conditions k DUE DATE: 03/23/10 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 • PERMIT cooaoCOPY* PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -162 DATE: 01 -28 -10 PROJECT NAME: SITE ADDRESS: BOW LAKE - RETAINING WALLS G -L 18800 ORI LLIA RD S Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: B i in ivis% Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02-02-10 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only es// INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building n Please Route 7"' 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 r PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -162 DATE: 08 -13 -09 PROJECT NAME: BOW LAKE - RETAINING WALLS G -L SITE ADDRESS: 18800 ORI LLIA RD S X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: building D vision v Ic Wor s DETERMINATION OF COMPLEI Complete Comments: Response to Incomplete Letter # Revision # After Permit Issued /vX'+- it Prevention Planning e ® g Division Str ura�ll 1 .o Permit Coordinator ❑ �y T3 "ENESS: (Tues., Thurs.) DUE DATE: 08-18-09 Incomplete ❑ Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ Pw ❑ Staff Initials: TUES /THURS ROUTING: Please Route 4 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: Q' J Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ Pw-;�r Staff Initials: W4, Documents/routing slip.doc 2 -28 -02 �J��I�; w ... ....... )1kw 1908 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206431 -3665 Web site: http• / /www ci tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 14t.4-30 h S� r-7 ZD( 0 Plan Check/Permit Number: D09 -162 [] Response to Incomplete Letter # ® Response to Correction Letter # 1 to Full -Size Review Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Row Take Ret alls G Cl7y�� C ly %M AUG 18 2010 L Project Address: 18800 Orillia Rd S aIt 7� Contact Person: 10 ' Summary of Revision: _ cV-eeq ti&I 5'e- e_ Phone Number: Sheet Number(s): "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 0 D \applications \forms- applications on line\revision submittal Created: 8- 13.2004 Revised: To: Tom Creegan An S A I C Company From: Ian Sutton Subject: Bow Lake Recycling and Transfer Station Project Development Permit Application Number D09 -162 (Retaining Walls G Thru L) Response to City of Tukwila Correction Letter #1 Date: August 17, 2010 This memorandum is supplemental to the Revision Submittal for the Development Permit Application D09 -162 (Retaining Walls G Thru L) Correction Letter #1 to Full -Sized Plan Review for the City of Tukwila (City). Comments are listed below, followed by a summarized response. Building Division BD -1 Comment: Building Permit- Retaining Walls Site Plan, sheet 1 of 1 was missing in your full set submittal. This Sheet is critical, because it is the only drawing that shows location of each proposed retaining wall. Response: The Building Permit - Retaining Walls Site Plan was submitted with the original application form. This sheet is not part of the bound construction drawings, but rather was included as a supplement to the permit application to address permit specific checklist information. Drawing C131 was included in the full set submittal and shows the locations of each wall. 001640 1 11- 00839 -20000 1 Response_D09- 162.doc ak< }t h: .1.47, E�•r i krrs ''s 100�FO,URTH AVENUE, SUITE 2500`rTSEAfiTLE, WA 98154 1004 `(P} 206'695 400 sIF },206695 4701E"" < g.q 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. Date: Plan ChecWPermit Number: D09 -162 ® Response to Incomplete Letter # 1 ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Bow Lake - Retaining Walls G through L Project Address: 18800 Orillia Rd S Contact Person: Tom Creegan Phone Number: 206 263 -6476 Summary of Revision: Previously submitted reduced sized plans to be accepted by City of Tukwila. FEB MKMIT CENTER 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 0 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 19908 0B Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITT►L, 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 ❑ Response to Incomplete Letter # Plan ChecldPermit Number: D09-162 ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: BOW LAKE — RETAINING WALLS G -L 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 XEntered in Permits Plus on Ot vs t D \applications orms -app ications on lin revision submittal Created: 8 -13 -2004 Revised: c� ECEj m op T (JX,L4 �A.N 2 81010 PeRhin CEtaEA Contractors or Tradespeople P'ter Friendly Page 0 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. Business 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 nthPr AccnriatPrl I irPncPc 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 IBusiness 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: // fortress .wa.gov /lni /bbip /Print.aspx 09/17/2010 TRS Expansion Project \Data and Analytical \CADD\1 00 Percent Fa R: \Seattle \11 - 00839 -20000 Bow Lake King County Department of Natural Resources and Parks Solid Waste Division REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT CONTRACT # C00405C09 Bainbridge` Island . \ Kirkland Redmond EH tot +� /Bay ) / j SEATTLE l� Mercer Bellevue Lake Sammamish CEDAR HILLS REGIONAL LANDFILL DISPOSAL LOCATION Vashon Island Kent BOW LAKE RECYCLING AND TRANSFER STATION PROJECT LOCATION Black Diamond Green TACOMA �—� Enumclaw DESIGNED LOCATION MAP DRAWN D 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS C VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 8 A 1/8/10 1/8/10 7/31/09 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 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 VICINITY MAP REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 0 2010 UILDING/I,SION SEPARATE PERMIT REQUIRED FOR: Mechanical P§ Electrical fla Plumbing ta Gas Piping City of Tukv,'ila LE;1..1'I_r3ING Divis!ON D09 -162 FILE COPY Permit No., j_ Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize Pc, violation of any adopted code or ordinance. Receipt of approved Field Copy and .' ' - is acknowledged: 4, PAM. By ithu4 Date: 9/1-7 ffir City Of Tukwila BUILDING DIVISION PLANNING APPROVED No changes can be made to these plans wnithout approval from the Planning Division I DCE) \fibut Approved By:. r Date: 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 RECEIVED JUN 14 2010 PERMIT CENTE tgl 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 COVER SHEET, VICINITY, AND LOCATION MAPS PROJECT NUMBER: C00405C09 SHT. OF: 1 619 DRAWING NUMBER: Go11 LO 10 10 1 4 1 O 00 1 0 0 w 0 LL LLI CO U) 0 00 J U F- M LLI 0 LL 0 J Z LL a 0 3 I I 6/872010 9:12 AM GENERAL 10 SERIES - GENERAL, • G011 - COVER SHEET, VICINITY AND LOCATION MAPS • G012 DRAWING INDEX G013 - • DRAWING INDEX G014 - LEGEND. • G015 - ABBREVIATIONS G01.6 - GENERAL NOTES ANDPROJECT AREA BOUNDARY G017 - EXISTING CONDITIONS • AND SURVEY CONTROL • -G018 GENERAL ARRANGEMENT SITE PLAN • AND BUILDING CONTROLS G019 9_ S 2 .N. ENTRANCE +RArFI = ", ".I,t,',L. X01 u ��ILE_.... , ONE.d 2 AND. dj .; :._ :_ I�.�I °y _ • G020 L 3TCN E %r TRAFFIC e^ TNT PLAN 0021 _ •M [CTJN§ TRAFFIC 0022 - MILESTO! ;023 024 DESIDNE . -i I'°r. / R ,r , 4 T TRA G025 FSTDNE :,E3 IRAT_ D { iNA Cf _ J . G(?2'6 - MILESTONE 7r TF'r "+�:I`IC; �o1Af4A( FMEN!T • 0027 -.- MILE ST D TRAFFIC MANAGEMENT G028 • _._ M!LEST °. E EXISTING (a k ;_:`_ C!I. "TY MANAEME f \IT PLAN: G029` - •CI~RL HA'_II-_ . ND DtSP( CML • - 10 -40 SERIES - DEVOLITION, SEDIMEN_L !c -r,111 - l 31TE DEMOLITION PLAN •AI`'ID NOTES C012 • SITE DEMO!LI T ION PLAN AND NOTES C013 • - EXISTING SCALE FACILITi` DEMOLITION x015 - MIL..EST)NE 3A,» / C. / D 'EFr1OL_ITION • PLANT C016 -_ t~tI +LESTONE 2 SITE GRE`L; �`Y PLAN 0017S- PRE - -LOAD AND EAST • Si_OPE �sRAD.ING FLAN co 18 PRF LOAD D AND. EAST SL.,PE GRADING DLAN. C01 .- P R r _CAD AND F A S T - . GRADING SECTIONS CO20 P.RE LOAD AND EAST SLOPE CRAD,N G S-C, IUNS CO21 PRE-LOAD AND EAST' SLOPE RADN CONTROL_ D€ ;_ -- OVERALL... FINAL SR E G RA `INALITt- r 'r11(.. PLAN AND AN R t_ M r }f AFI D NOTES AND NOTES n1 0024 - INAL 0025 1 \ A! 0026 FINAL - 0O27 -_ FINAL SITE- c_. 0028 FINAL SITE t;R 60}299 - FINIAL SITE GRADING PLAN CON CHL' S & PROFILES .� vJi�� i & i� I 3 F P.. !; PROFILES O32 NA `` TE • GRADING SECTIONS CO3' FINAL SITE C FA:: INvC SECTIONS C034. SITE t RA[ !14iw SECTIONS C035 - FINAL SITE GRADING SECTIONS- C036 - FINAL SITE GRADING CONTRO_ OuIN T SCHEDULE C037 TEMPORARY ER LI,O l AND r^' NIT CONTROL ,00 38 TEMPORARY EMPORRY EROSION AND SEDIMENT -CAN T._ v C039 - INITIAL TEMPORARY EROSION AND SEDIMENT l.C'i \i I-i <OI C040 - INITIAL. TEMPORARY EROSI O"'! AND SEDIMENT CO •0041 - PPE I CAD 'S .+'i_.PI 'SCE )l rEMP.OF F:Y ERO SION AN . CONTROL PLAN • �2 -- `r !I -F7' ' r� r�- 4Pl ,y, •IOh Al D 5 �. PRE LwCi,� -�� �;.� �_.,- ��,_.cf , -..I�,I< OR>aR, �RQ;�I,,i,! �.,� .� CONTROL .PL FINAL TE' `F' 'RARY EROS:, N I PLAN )1 N(.3 PLAN) )ING PLAIN! SC SC r DL_ C0 43. J Co44 F ,N I i LMlP rt ARY EROSION END 5Er TEMPORARY EROS O'I s1N _' SFDIF;;r N,. C040 -- TO POP. r '? EROSION "':iD SMIMENT nTfl PI PLAN 50 -70 2ERIE S - RAISING C051 - MILE,STONE 2 SITE PAVING PLAN C052 OVERALL FINAL SITE PAVING PAN; C053- - FINAL SITE PAVING PLAN C054 - FINAL SITE PAVING PLAN C055 - FINAL SITE PAVING PLAN CO-56 -- FINAL SITE PAVING PI: AN C057 -- FINAL SITE PAVING PLAN 0058 - -- FINAL SITE PAVING PLAN C059 •- ROAD A PROFILE - STA A5 +00 TO STA. A15 - 0060 ROAD A PROFILE STa 15+00 TO STA 32+00 Q061 - ROAD B PROFILE STA 0 +00 TO STA 13 + CIO C062 -- FINAL SITE PAVING CURB RETURN TABLES C063 - FINAL SITE PAVING CURB RETURN TABLES C064 PAVEMENT AND SURFACE SECTIONS C065 \AHSGFLL-ANIL r!!S PAVING DETAILS 0066 TYPICAL ROAD OVERLAY SECTIONS 60 -100 SERIES '- UTILITIES A`v' ATER AND C081— • SITE SYSTEMS AD Ty C082 -- SITE WATER SYSTEM. PLAN • 0083 -- SITE WATER SYSTEM PLAN DESIGNED IKS QQ rr 0086 - 51i L'_ u087 SITE - SITE C089 SIT L , ITE SITE_ SITE SITE SITE SITE 0092 - F, ._0 3 _ rnoc +ATE R WATER WATER r 'O I 1- ER WATER WATER r WATER WATER WATER M:TER -1`; A T t R n RNI I 03 09 4yY .! r 4I SYSTEM M SYSTEM SYSiE,.: SYSTEM SYSTEM SYSTEM SYSTEM SYSTEM SYSTEM YST��M S SYSTEM PROFILES r PROFILES PROD ES ROFILES PROFILES DETAILS DETAILS HIGNLINE WATER DISTRICT HIGHLINE WATER DISTRICT HIGI-L_INE WATER DISTRICT HIGHLINE WATER DISTRICT HIGHLINE WATER DISTRICT NOTES AND SCHEDULES VAT=R SYSTEM PLAN E '11 tC 1 F. WATER SYSTEM PLAN SITE WASTEWATER PLAN. SITE v #SAS T EWATER SE`S TEM PROFILES SITE WASTEWATER SYSTEM PROFILES SITE WASTEWATER SYSTEM• PROFILES WASTEWATER LEFT STATION AN D WASTEWATER VAI VF STANDARD DETAILS STANDARD DETAILS STANDARD DETAIL STANDARD DETAILS , STANDARD DETAILS AND T;ON S AND DEALS WASTEWATE1 r. r V,,. L t I SfE�a�jl; SYSTEM lf SITE VALVE PLAN AND SCHEDULE VALVE DETAILS COMPRESSED C' 'MWATER COMPRESSED AIR MANHOLES ;V J,.,I `:I_ MULTI -PIPE CONDUIT DETAILS AS T EWATER SYSTEM NOTES AND SCHEDULES 110 -120 SERIES UTILITIES (SURFACE WATER) 0111 -- SURFACE WATER SYSTEM PLAN C112 C113 14 1. -115 C11 6 °.,a17 8 O 120 21 2: C r s_5 SURFACE WATER SYSTEM PLAN SURFACE WATER SYSTEM PLAN S;. PFAC:L +A ,AT[ - SY 3 : L1,-1 PLAN SURFACE d A I L2 SYSTEM EM PLAN SURFACE WATER SYSTEM PLAN UR FACE "H L SURFACE WK SURFACE V' SURFACE WA, SURFACE WA SURFACE WATER SURFACE WATER SURFACE WATER -- SURFACE WATER SURFACE WATER SUN, ,CE WATER SURFACE WATER SYSTEM PLAN SYSTEM PLAN SYSTEM PROFILES SYSTEM PROFILES SYSTEM EM PROFILES SYSTEM PROFILES SYSTEM PROFILES SYSTEM PROFILES SYSTEM DETAILS SYSTEM DETAILS SYSTEtV OIL /WATER SEPARATOR OR DETAILS SYSTEM STRJCT E SCHEDULE 130 -160 SERIES SITE IMPROVEMENTS C131 - OVERALL PAVEMENT STRIPING, FENCING, AND GUARDRAIL PLAN F_F "ENT S, RIDING, FENCING, AND GUARDRAIL PLAN C 13•; - PAVEMENT STRIPING, FENCING, AND GUARDRAIL PLAN C134 - -- PAVEMENT ; T RIPIN _, FENCING, AND GU ARD RAIL PLAN .< < AJtMi._NT S:Ri, ,NI" FENCING, AND GUARDRAIL PLAN C136 - PAVEMENT STRIPING, FENCING, AND GUARDRAIL PLAN .`1 z�' G r` T STRIPING, FENCING, AND GUARDRAIL PLAN AND DETAILS Cr,�i . A�E,�IEN, �.RI. ,ING, FENId �, c 1.38 - PAVEMENT STRIPING DETAILS CURB GUTTER AND SIDEWALK DETAILS CURB, GUTTER AND SIDEWALK; DIE IAILS 0,4 R1 4R 1 D4.; 0 € ' (MA N DR 'DETAILS fI SIt; DETAIL S NE GATE A. f LANEG =N� INVENTORY ETAILS ;C:il N - ENTRY AREA SIGNAGE LOCATION . PLAN - ACCESS ROAD SCALE AREA SIGNAGE 015A SIGNAGE LAYOUT DETAILS 0155 •- SIGNAGE LAYOUT DETAILS 0156 SIGNAGE LAYOUT DETAILS Y C I I S�f SIGN 'GE LAYOUT DETAILS SIGNAGE LAYOUT - I RT I ! S 0159 --- SIGNAGE LAYOUT DETAILS C160 SiGNAGE LAYOUT DETAILS X161 SIGNAGE INSTALLATION DETAILS STRUCTURAL E 10 SERIES GE NERAL S011 STRUCTURAL NOTES S012 - STRUCTURAL QUALITY ASSURANCE S013 - STANDARD STRUCTURAL DETAILS S014 - STANDARD STRUCTURAL DETAILS ANDARD STRUCTURAL DETAILS T 5017 - STANDARD STRUCTURAL DETAILS , ...Now R DETAILS MAIN SITE A 3022 - GUARDRAIL /HANDRAIL DETAILS AND LIGHT GAUGE FRAMING DETAILS S023 - LIGHT GAUGE FRAMING DETAILS 100 SERIES - TRANSFER AND TSO BUILDING 5101 - TRANSFER /TSO BUILDING - COMPACTOR BAY PLAN S102 -- TRANSFER /TSQ BUILDING COMPACTOR BAY PLAN REINFORCEMENT AND JOINT LAYOUT S103 TRANSFER /ISO BUILDING - TIPPING AND RECEIVING LEVELS FLOOR P_AN S10 -- TRANSFER /TSO BUILDING - TIPPING AND RECEIVING LEVELS. �,� T , FLOOR ELEVATIONS 3105 •- TRANSFER /TSO BUILDING -- TIPPING AND RECEIVING LEVELS MISCELLANEOUS METAL. PLAN 3106 TRANSFER /ISO BUILDING - GENERAL ARRANGEMENT SECTIONS S107 - TRANSFER/ TSO BUILDING - TSO FLOOR PLAN DETAIL 5108 - TRANSFER /TSO BUILDING - TSO FLOOR PLAN DETAIL_ - REINFORCEMENT 09 TRANSFER/TSO BUILDING TIPPING AND RECEIVING LEVELS FLOOR PLAN DETAILS X110 TRANSFER/ISO BUILDING COM PACTOR BAY SECTIONS Sill - TRANSFER /TSO BUILDING COMPACTOR BAY SECTIONS 3112 TRANSFER., /TSO BUILDING COMPACTOR BAY SECTIONS S113 - TRANSFER /TSO BUILDING - COMPACTOR BAY SECTIONS 5 114 - ` TRANSFER /TSO BUILDING - COMPACTOR BAY SECTIONS Si 15 - TRANSFER/TSO BUILDING - COMPACTOR BAY WALL SECTIONS 3116 TRANSFER TSO BUILDING - COMPACTOR BAY WALL SECTIONS S117 TRANSFER /TSO BUILDING COMPACTOR BAY WALL SECTIONS 5118 -- TRANSFER TSO BUILDING - COMPACTOR BAY COLUMNS E �` - WALL SECTIONS AND ELEVATIONS Si 1 � TRAtJ�FtR, TSO BUILDING Vr 3120 - TRANSFER /TS() BUILDING -- BEAM ELEVATIONS S121 - TRANSFER /TSO BUILDING - BEAM ELEVATIONS s122 - TRANSFER/TSO BUILDING BEAM ELEVATIONS S123 - TRANSFER /ISO BUILDING - BEAM ELEVATIONS 3124 S125 S126 S127 5128 512.9 S130 S1 31 S132 5133 S134 S135 5136 S137 S138 S139 5140 S141 1 J 1L 5143 S144 5145 3146 S147 -- 3148 -. 5149 S150 5151 - TRANSFER /TSO BUILDING - BEAM ELEVATIONS TRANSFER/TSO BUILDING - BEAM ELEVATIONS TRANSFE R /TSO BUILDING - BEAM ELEVATIONS TRANSFER /TSO BUILDING - MISCELLANEOUS SECTIONS TRANSFER / TSO BUILDING - MISCELLANEOUS SECTIONS TRANSFER /TSO BUILDING - MOMENT FRAME FOOTINGS TRANSFER /TS0 BUILDING = MOMENT FRAME FOOTINGS TRANSFER /TSO BUILDING MAIN FRAME FOOTINGS S FRAME F NGS I RANSFER /T..aO BUILDING ME OTI MOMENT 0 TRANSFER/TSO BUILDING - TS° COLUMN FOOTINGS TRANSFER /ISO BUILDING - A -LINE WALL, 19 -LINE WALL TRANSFER /TSO BUILDING - P -LINE WALL, 20 -LINE WALL, AND Q -LINE WALL TRANSFER/ISO - M -LINE WALL r� _. 1 TRANSFER/ISO BUILDING SOUTH PUSH WALL TRANSFER /TSO BUILDING - TIPPING WALL TRANSFER /TSO BUILDING MISCELLANEOUS SECTIONS NPA LOADING DOCK RETAINING WALLS NPA L OADING DOCK RETAINING WALLS TRANSFER /TSO BUILDING SPA WALLS T RAN SFER / TS 0 B UILDING TOP LOAD BAY WEST WALL TRANSFER /TSO BUILDING TOP LOAD BAY .EAST WALL TRANSFER /TSO BUILDING MISCELLANEOUS METAL ARMOR PLATE TRANSFER /TSO BUILDING - MISCELLANEOUS METAL TOP LOAD & COMPACTOR CHUTES TRANSFER /TSO BUILDING - MISCELLANEOUS METAL TOP LOAD BAY BACK PLATE TRANSFER `TSO BUILDING MISCELLANEOUS METAL -- POST AND CHAIN TRANSFER TS0 BUILDING - MISCELLANEOUS METAL POST AND CHAIN TRANSFER /TSO BUILDING - MISCELLANEOUS METAL - MISCELLANEOUS DETAILS TRANSFER, /TSO BUILDING - TRUC< WASH BULL RAIL, NPA DEBRIS WALL 200 SERIES TRANSFER AND TSO BUILDING S201 - ` TRANSFER /TSO BUILDING TIPPING & RECEIVING LEVEL. PLAN 3202 T RANS EER TSO BUILDING T SO LEVEL PLAN 5203 - TRANSFER /TSO BUILDING ROOF LEVEL PLAN S204 - TRANSFER /TSO BUILDING ENLARGED FLOOR PLAN EQUIPMENT & LOADING LEVELS 5205 - TSO BUILDING ENLARGED FLOOR PLAN TSO LEVEL PLAN 5206 - TSO BUILDING ENLARGED FLOOR PLAN ROOF LEVEL PLAN S207 -- T S° BUILDING PENTHOUSE ROOF AND MECHANICAL PLAN S208 TRANSFER BUILDING EAST & WEST WALL FRAMING ELEVATIONS I S209 - TRANSFER BUILDING NORTH & SOUTH WALL FRAMING ELEVATIONS 5210 - TRANSFER BUILDING MOMENT FRAME ELEVATIONS S211 - TRANSFER BUILDING MOMENT FRAME ELEVATIONS 5212 S213 S214 S215 5216 5217 S218 S219 5220 5221 5222 S223 S224 S225 S226 S227 S228 S229 S230 S231 52.32 5233 5234 5235 S236 5237 S238 S239 3240 S241 S242 S243 S244 S245 S246 5247 5248 S249 S250 5251 S252 - TRANSFER BUILDING MOMENT FRAME ELEVATIONS - TRANSFER BUILDING MOMENT FRAME ELEVATIONS - TRANSFER BUILDING MOMENT FRAME DETAILS - TRANSFER BUILDING MOMENT FRAME DETAILS - TRANSFER BUILDING MOMENT FRAME DETAILS TRANSFER BUILDING MOMENT FRAME DETAILS - TRANSFER BUILDING MOMENT FRAME DETAILS - TRANSFER BUILDING BRACED FRAME ELEVATIOONS TRANSFER BUILDING BRACED FRAME DETAILS - TSO BUILDING WALL ELEVATIONS TSO BUILDING BRACED FRAME ELEVATIONS - 150 BUILDING BRACED FRAME ELEVATIONS - TSO • BUILDING BRACED FRAME DETAILS - TSO BUILDING BRACED FRAME DETAILS - TSO BUILDING BRACED FRAME DETAILS - T30 BUILDING BRACED FRAME DETAILS - TSO BUILDING FAN COLUMN ELEVATIONS AND DETAIL- - TRANSFER BUILDING HORIZONTAL BRACING PILL,NS - TRANSFER BUILDING HORIZONTAL BRACING DETAILS - TRANSFER BUILDING HORIZONTAL. BRACING DETAILS - TRANSFER BUILDING HORIZONTAL BRACING DETAILS - BUILDING SKYLIGHT � DETAILS TRANSFER BUILDING SK, LIGHT PLANS AND ;_ _,r .I._S R G TRANSFER BUILDING SKYLIGHT L L IGHT PLAN AND DETAILS AND — r � PLAN ., TRANSFER/ISO �, ER, ►SJ BIJIL, �I, G SKYLIGHT T. - TRANSFER BUILDING FRAMING DETAILS - TRANSFER BUILDING FRAMING DETAILS - TRANSFER BUILDING FRAMING DETAILS - TRANSFER BUILDING FRAMING DETAILS - TRANSFER /TSO BUILDING FRAMING DETAILS TRANSFER BUILDING FRAMING DETAILS TRANSFER BUILDING FRAMING DETAILS - TRANSFER BUILDING FRAMING DETAILS - TRANSFER / TSO BUILDING FRAMING DETAILS - TRANSFER /TSO BUILDING FRAMING DETAILS i FRAMIItiC DETAILS FRAMING DE !AILS - TRANSFER /TSO BUILDING F T'° BUILDING - Tr�ANS ER/ � - TRANSFER / TSO BUILDING - TRANSFER `TSO BUILDING TRANSFER /TSO BUILDING - TRANSFER / TSO BUILDING --- TRANSFER/TSO BUILDING NORTH & WEST TRANSFER / TSO BUILDING EAST - TSO BUILDING BREAK ROOM PLAN & - TSO BUILDING STAIR FRAMING STAIR 'A' TRANSFER /TSO BUILDING STAIR FRAMING TRANSFER !TSO BUILDING STAIR DETAILS TRANSFER /TSO BUILDING STAIR DETAILS TRANSFER / TSO BUILDING EXTERIOR STAIR - TRANSFER,, /TS0 BUILDING EXTERIOR STAIR - TRANSFER /TSO BUILDING EXTERIOR STAIR - TRANSFER T SO BUILDING MISCELLANEOUS n AREA - NORTH PROCESSING A FLOOR PLAN NORTH PROCESSING AREA ROOF PLAN - NORTH PROCESSING AREA WALL ELEVATIONS NORTH PROCESSING AREA BRACED FRAME ELEVATIONS - NORTH PROCESSING AREA DETAILS NORTH PROCESSING AREA DETAILS 500 SERIES - SITE WALLS S501 RETAINING WALL G S502 - RETAINING WALL H S503 - RETAINING WALL J S504 - RETAINING WALL J S505 - RETAINING WALL J S506 - RETAINING WALL K S507 - RETAINING WALL L MISCELLANEOUS STRUCTURES !LER YARD TRUCK PADS RATER /FUELING STATION FOUN BRIDGE 01 l,' BRIDGE FOUNDATION � 3604 UCTURES REVIEWED EV EVVED FOR CODE COMP IN E APPROVED AUG 2 0.2010 CityofTlAwk BUILDING DIVISION FRAMING - DETAIL 'S ROOF MEGHANI.CAL SUPP ROOF MECHANICAL SUPPO ROOF PLAN '. ^'I NDALOADU3 ELEVATIONS WIND & SC0i,• �- S608 - CHITEC '•JRA:I- .___ CS BETE BARRIER RETE BARRIER Y TS0 BUILDING CODE SUMMARY C MPACTOR LEVEL SFER; /TS0 BUILDING - CODE '_'.Jl =.i1MARY - •TIT_ =PING AND .\ _•_,�l�fING LEVELS Ts() BUILDING - CODE SUMMARY UIPMENT AND I BUILDING -- CODE. SUMMARY -- ISO U NIEL ALE FACILITY & RECYCLING BUILDING CODE SU J�;NS !ARY FL OOR 10 'RE ARCHITECTURAL GENERAL A01 ITLCT RAL GENERAL RCH LCT , RAL GENERAL ROTE , NOTES .& LEGEND ;1-1ITECTURAL GENERAL WALL TYPES SCHEDULE :HITECTURAL GENERAL t ,ALL, FLOOR & ROOF TYPES 1EDULE I-IITEGTURAL GENERAL BOOR TA & SCHEDULE ARCHITECTURAL GENERAL - `4'rINDOW I' 'ES & SCHEDULE ryF C ITECTUP:AL GENERAL JPEN> :HED',.iL E AC1 A014 T r p OAD!N 5253 - ELEVATIONS - MIND I DING SOUTH & S254 S255 S256 S257 S258 5259 S260 5261 S262 5271 S272 S273 3274 S275 S276 DETAILS 3141 R A0 1 9. A02 0 Z? _ I A A022 CTURAL GENERAL - FIITECTURAL GENERAL ECESS SCHEDULES 1HITECTURAL GENERAL --- ARCHITECTURAL, GENERAL - HITECTURAL' GENERAL - ARCIITECTURAL GENERAL - ARCHITECTURAL GENERAL - C HIT ECT'U RAL GENERAL - FRAMING STAIR 1 DETAILS DETAILS DETAILS 300 SERIES SCALE FACILITY 5301 - SCALE A 1TY GENERAL ARRANGEMENT F`I_'.N W S.,ALL_ F C!L S302 - SCALE FACILITY GENERAL ARRANGEMENT PLAN EAST S303 - SCALE FACILIT( GENERAL ARRANGEMENT SECTIONS 3304 - SCALE FACILITY GENERAL ARRANGEMENT SECTIONS 5305 - S306 SCALE FACILITY SCALE FACILITY 5307 - SCALE FACILITY S308 - SCALE FACILITY S309 SCALE FACILITY S310 - SCALE FACILITY 3311 - SCALE FACILITY S312 SCALE FACILITY S313 - SCALE FACILITY S314 SCALE FACILITY S315 - SCALE FACILITY S3 , E FACILITY S316 SCALE 5317 -- SCALE FACILITY S318 SCALE FACILITY SCALE FACILITY I S319 - L FOUNDATION PLAN - WEST FOUNDATION PLAN EAST FOUNDATION DETAILS FOUNDATION DETAILS UNDERSCALE SLAB PLAN FOUNDATION DETAILS SCALE HOUSE PLANS SCALE HOUSE PLANS SCALE HOUSE SECTIONS SCALE HOUSE DETAILS SCALE HOUSE DETAILS SCALE HOUSE DETAILS SCALE HOUSE DETAILS SCALE HOUSE DETAILS SCALE HOUSE DETAILS 400 SERIES •- RECYCLING BUILDING S401 - SOUTH PROCESSING AREA SLABS PLAN 3402 - SOUTH PROCESSING AREA SLAB DETAILS I 3403 RECYCLING BUILDING F=OUNDATION & ROOF PLAN S404 - RECYCLING BUILDING DETAILS S405 RECYCLING BUILDING DETAILS FIRE EX- -I HER & -- FLOOR INTERIOR SIGNAGE SC INTERIOR SIGNAGE TYPES INTERIOR ,SIGNAGE TYPES GASEWOREK DETAILS CASEWORK DETAILS CASEWORK DETAILS F r\ L[TIi � L TRANSFER AND TSO BUILDINGS 0 BUILDING - FLOOR PLAN COMPACTOR LE'.tEL A c BUILDING - HORIZO NTAL C LEARANCE PLAN - COMPACTOR A , 0 , r�ANSFE TSO R/ BUI LD ING - FLOOR PLAN - TIPPING & RECEIVING , VELS 0 BUILDING - FLOOR PLAN EQUIPMENT ENT & LOADING !.BEVELS BULLET .� BUILDING - FLOOR PLAN - ISO LEVEL I NSF-ER/ISO BUILDING - ROOF PLAN BUI_[ ING ENLARGED ROOF . PENTHOUSE PLAN'S, ISFER /TSO BUILDING - EXTERIOR ELEVATIONS - EAST TRANSFER/ISO BUILDING -- EXTERI _,: ELEVATIONS - ly\ICNF T H & ; S0 BUILDING (Sc PENTHOUSE - ENLARGED EXTERIOR ELEVATIONS Al I - RANSFER /TS0 BUILDING - ENLARGED EXTERIOR ELEVATIONS A11 ~ TRANSFER BUILDING . ENLARGED EXTERIOR ELEVATIONS A121 - TRANSFER BUILDING BUILDING 'SECTIONS - NORTH & SOUTH Al 22 - 'TRANSFER BUILDING BUILDING SECTIONIS 7 EAST & WEST A123 TS0 BUILDING LONGITUDINAL BUILDING SECTIONS COMPACT°. BAYS A123C ,.__ ISO BUILDING LONGITUDINAL COMPACTOR SECTIONS VERTICAL CLEARANCE PROFILES A124 - TSO BUILDING - LATERAL BUILDING SECTION A125 ISO BUILDIN G l LATERAL BUILDING I LDl N G Sr C TiJ N A126 TS0 BUILDING LATERAL BUILDING SECTION A127 - ISO BUILDING BUILDING SECTIONS A128 - TSO BUILDING BUILDING SECTIONS A129 - TSO BUILDING - PENTHOUSE SECTIONS DETAILS A131 - TRANSFER BUILDING - WALL SECTIONS r SECTIONS A13f, � - TRANSFER BUILDING - WALL SECTIC : !S Al 3 TRANSFER /TSO BUILDING - WALL SECTIONS A134 TRANSFER /TSO. BUILDING -- ':TALL SECT! NS - TRANSFER / TSO BUILDING 'WALL SECT. NS TRANSFER /TSO BUILDING - WALL SECTIONS A137 -- TRANSFER /TSO BUILDING WALL SECTIONS PERMITCENTER A138 - ISO BUILDING FASCIA SECTIONS & DETAILS Al03- 4 Al ; H& RECEIVED JUN 14 2010 ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 6/10/10 1/8/10 IKS IKS B A REV 1/8/10 7/31/09 IKS KRH KRH• FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION KRH. RESPONSE TO CITY OF TUKWILA. CORRECTION LEI MRS DATE IKS CHK'D KRH APP'D ISSUED FOR CITY OF TUKWILA PERMITS 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 DRAWING INDEX f ‘20°' PROJECT NUMBERS C00405C09 SHT. OF: 2 619 DRAWING NUMBER: G012 0 w 0 LL w m CO Ce J J �Q1J �I (1) cc� W 0 A- 0 \02_Pubiic_Workks \F_GO13— Drawing Index.dwg STAIR • • BUILDING - IAIR FAANS DING _- STA.IR l Rj r:i ...9 �� TEAL/ i f S!W;A Y / A 45 A146 A14 A148 A149 A151 A152 !F'., T RA TRA.NI_ E:R /TSG { } LING - -- T50 BIJIL E I EVAi O ELEVAT ON ISO BUILDING -'_ f- L /,L\TO 'r "" "r- f FEE % /,TION SE TONS UILD! +lam' - E; EVATOR N��7 .._� k��,� ISO BUILDING - ELFVA,I0P 1'SO BUIL.L ING -- A!-EA PIw IRAN S F!= R //T O .;E_, I I A1.53 ISO • A154 130 BUILD A155 -- A158 A159 AI9 A162 A163 Al `4 _.. -. A165 166 - AREA II. - AREA PI TRANSFER BUILDING • RE0 EIVIN5 BRILL. 'TRANSFER/ En, NI pm EN Tf) cEs pr; REELL`_. ' I WAY -- ENLA - DETAILS AR - GENERAL. '!I E; - COMPACTOR A ARLE. D I NG • PLAN r '°°EL BUILD EQUIP ME T`;0 I 0 R L :L EvATIO NS ELEVATIONS - F ATIONS _.. INTFQ1.�'` I� f ERIP TERIOP DING BUILDING A168. -- TSn . A171 _ TRANSFER/ • Al 7 _ -- RANSFER, /T • A173 -- TRANS ER,TS0 BUILDING DING NO - A174 _- A175 -- A Al A181 /182 8 PEA. OVERHEAD I.00R • WINDOW Dr `. Y!ND0 DE AIE3 TRANS Al 85 - !`:). 7 $ Al 8r. - TRANSFER/ A187 - TRANSFER ,rr .'o' A1r88 A191 A192 - A193 RA'•NS r rlrpkC` _.. I LF 3t.. RANSFER II TRANSFER;/ I RANSFER/ I ASS[(: BL TES A194 - TRANSFER/TESL BUtWING ASSEMBLIES ES A195 -- TRANSFER'TSC) T I._IiLDINC A196 - TRANSFER %1S0 BUILDING A197 - TRANSFER /TS0 BUILDING n e r r,. F {� A198 -.- TRANSFER /ISO BUILDING i�L, 'TIER A199 -- ISO BUILDING - FINISH DETAILS BLft,DII`I.t • ,.17 N I )!NG DETAILS L DING -- DETAILS -- • TRANSL IN= DETAILS. - T RAPS_ METHANE. MEfHANF • BIRL. DFTE�1, 200 SERIES _ k01/4_rES5h' ARE,`. q NORTH PROCESSING AREA A202 - NORTH •PROCESSING AREA A211 -- NOR I a PROCESSING AREA A22 1 -__ NORTH H PRO.CESSING AREA ELEVATIONS & DETAILS • A231' - NORTH PROCESSING EAREA A281 - • NORTH PROCESSING • AREA 300 SET' A300 -- A301 A302 _ A30 - A311 -- A31:2 - A321 -- A ;1 - AF1 -- A371 72 ._ A381 - A391 5 - SCALE FACILITY SCALE SCALE FACILITY SCALE FACILITY SCALE FACILITY SCALE I- AL 1 L 11" `r SCALE FACILITY ITY � NORTH & SOUTH SCALE FACILITY - SCAL F,AC!LII'Y SCALE FACILITY .I SCALE FACILITY 1\1 I- FAL IL S,CAL SCAT SA, r o .mot, I %_. L,_ FACILITY' FACILITY FACILITY r rl RIDGE '[.N- FLOOR ; P!_AN - ROOF F WALL S[C DETAILS PLAZA PLAN FLOOR & REFLECTED r,i 0 D INI'v ROOF PLAN .8 -r BETA LS !,PET 1 BAr RIEP • PAN EXTERr0R ELEVATIONS & EXTERIOR ELEVATIONS •- BUILDING • SECTIONS WALL SECTIONS INTERIOR ELEVATIONS p DOOR DETAILS • WINDOW DET,A't_S r DETx`;Ii..S PNEUM/ JIBE SYSTEM PL [AEI { 5NJ5 T A40) LANDSC 10, 55 1 1101 - L103 !104 r5 �1 - L - ISCELLf. BARRIER IS STRUCTURES FLUOR PLAN,. REFLECTED CEILING 3YL__IN G BUILDING - ROOF. PLAN & BUILDING SECTIONS RECYCLING BUILDING DIEM - EXTERIOR, ;. IN TERIOR ELEVATIONS RECYCLING BUILDING. -- WALL SECTIONS & DETAIL S L1~ 0\!ERAL LA, ,ANDE0I LANDSCAPE LA,N DSCAPE 1CSCAPE ! ANDSC'i E , r ;1'i ' _AN[ C S r:, HI r?cr,A - LANDS'l PL- PLAN N J I4 4 AND DETAILS 0ETAI[5 DL_TAILv r }r i RIG,a;T ION I 24 �RIr ATI Mrni- M 0 j 5 w1 LAI PLAN A I PLAN PLAN PLAN DETA,; NT FLAN REPLACEMENT PLAN N REPL A.CE Y ENT DETAILS GENE _ ME ✓ {, "!JICAL MECHANICAL MECHANICAL A-N!f;AL MECHANICAL NREC COMP r MECHANICAL HEFT I .CHEDULES - SHEET 2 SCHEDULES • -- SHEET 3. SCHEDULES SHEET 4. SCHEDULES"- - SHEET- 5 IAN[ AND MECHANICAL ABBREVIATIONS DETAILS EF BUILDING •S ;MFACTOR L.E VEL./ 1!PRING, /F - WEST EVE 1C10R I E t-. S_L S • PIN /RECEIVING LEVEL_ • - MECHANIC LEVEL /.TIPPING /RECEIVING LEVEL NAN A LEI ILL'il' MECHANICAL ROOF PLAN BOLDING EXTERIOR ELEVATIONS EAST • & 'VEST FLULDING ENLARGED ELEVATION AND • WALL SECTION .DINIO NORTH PROCESSING AREA MECHANICAL PLAN LDING DOWNSPOUT• DRAIN HOSE REEL AND DING/ RECD ER !_E;/ r, r .R.ANS ER/ TS;-. 1TC` - LRANSrER I,SL TRANSFER/ TSO _ TRANSIT. DROP RISER SUPPORT DETAIL` ISO F' 111 DING PLAN BUILDING M1 M P 1/9 123 BI !_1 L D' ' ff,� c iii n �; F,sUIL LJj" L. 7. 0 E L)IE_DINJC ISO 0 El I_)I LDI ICJ TS / LDING 150 0' ;?LD!N G J TS0 -DING _DING 'R LEVEL ENLARGED WATER AND DRAINAGE: R . TOR LEVEL ENLARGED WATER AND DRAINAGE ,.w„w1PACTtR v Ok l FACTOR i`r F'NG TO R COMPACTOR IMP ".C?OR I i'�'✓ 0OMPAr TO0 qMPACTOR P51 Nt %RECOMING LEVEL LEVEL., LEVEL L-EVEL LEVEL LEVEL LEVEL r NL ARGED HVAC PL' AREA PLUMBING • PLAN - AREA PLUMBING: PLAN AREA HVAC PLANE. BUILDING SECTIONS VAULT DETAILS BUILDING SECTIONS LEVEL ENLARGED WATER ;AND DRAINAGE PLAN ISO BUILDING TIPPING / /RECEIVING LEVEL ENLARGED I -!'vAC PLAN IS._ Bu11LDING TIPPING /RECEIVING LEVEL ENLARGED PLUMBING PLAN J 0 0 DING TIPPING;/ /RECEIVING LEVEL AREA PLUMBING PLAN)` -- TRANSFER/ISO F3UIL_DING TIPPING RECEIVING LEVEL MISTING ROOM PLAN _Sc) BUILDING TIPPI_N0 /RECEIVING LEVEL I~PU /DUST COLLECTOR AREA PI UMBING PLAN TS,) BUILDING TIPPING RECEIVING LEVEL LOADING AREA ENLARGED PLUMBING PLANS 1 y,, BUILDING TIP- /'RECEIVING LEVEL HPU /DUST COLLECT( R AREA HVAC ARE LAN M127 - TRANSFER /TSO BUILDING TIPPING /RECEIVING LEVEL DUST COLLECTION SECTIONS P,1128 - TRANSFER /TSO BUILDING TSO ROOF LEVEL SOUTH ELEVATION HVAC M129 - TRANSFER TSO BUILDING COMPACTOR /LOADING AREA SECTIONS M 1 1 -- TSO BUILDING TS0 LEVEL ENLARGED WATER AND DRAINAGE PLAN M132 - TS0 BUILDING ISO LEVEL HVAC FLOOR PLAN - WEST v1137, - 130 BUILDING 130 LEVEL HVAC FLOOR PLAN EAST M134 --- TSO BUILDING ISO LEVEL MECH ROOM ENLARGED HVAC PLANS AND ELEVATIONS 35 -- TSO BUILDING ISO LEVEL MEC1 ROOM ENLARGED PIPING PLANS AND ELEVATION M136 ISO BUILDING ISO LEVEL PLUMBING FLOOR PLAN WEST M137 -- ISO BUILDING TSO LEVEL PLUMBING FLOOR PLAN - EAST M138 TRANSFER/TS0 BUILDING ISO ROOF LEVEL ENLARGED HVAC PLAN 111139 TSO BUILDING MECHANICAL SHAFT SECTIONS AND DETAILS M141 --- TSO BUILDING TSO HVAC DIAGRAMS - HYDRONIC AND AIRSIDE M142 TRANSFER/ISO BUILDING RAINWATER /NPW BOOSTER SYSTEM SCHEMATIC DIAGRAM M143 - WASTEWATER DRAINAGE CONTROL AND MONITORING SCHEMATIC DIAGRAMS M144 MISCELLANEOUS CONTROL AND MONITORING SCHEMATIC DIAGRAMS 5 TRANSFER /EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM - PART 1 M146 - TRANSFER/EMPLOYEE BUILDING HYDRONIC SYSTEM DIAGRAM PART 2 47 MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS M148 (MECHANICAL SYSTEMS SEQUENCE OF OPERATIONS M151 TRANSFER, /TSO BUILDING WATER SYSTEM SCHEMATIC PART 1 TRANSFER/TSO BUILDING WATER SYSTEM SCHEMATIC - PART 2 - TRANSFER, /TSO BUILDING WATER SYSTEM SCHEMATIC PART .3 54 - _RANSFER /TSO BUILDING WATER SYSTEM SCHEMATIC - PART 4 M155 - TRANSFER /TSO BUILDING DRAINAGE SYSTEM SCHEMATIC 56 TRANSFER /TSO BUILDING WASTE AND VENT RISER DIAGRAM M161 - -- TRANSFER /EMPLOYEE BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS PLAN M162 -- TRANSFER /ISO BUILDING DUST AND ODOR CONTROL .MISTING SYSTEMS SECTION M163 TRANSFER /TSO BUILDING DUST AND ODOR CONTROL MISTING SYSTEMS SCHEMATIC M171 --• TRANSFER /TSO BUILDING RAINWATER VAULTS M172 - TRANSFER /TS° BUILDING TIRE WASH /RAINWATER PLAN M173 -- TRANSFER /TSO BUILDING TIRE WASH VAULT PLANS AND SECTIONS M191 - TRANSFER /ISO BUILDING FIRE SPRINKLER PLAN AND CRITERIA -I-SO 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 5 EIRE PROTECTION! SPRINKLER SYSTEM SCHEMATIC DIAGRAMS ) L. 300 SERIES - SCALE FACILITY M301 - SCALE FACILITY PLUMBING PLANS M302 - SCALE FACILITY HVAC PLANS M303 - -- SCALE FACILITY HVAC SECTIONS 400 SERIES MISCELLANEOUS STRUCTURES M401 - RECYCLING BUILDING HVAC & PLUMBING PLANS AND PIP DIAGRAM M431 - FUELING STATION PLAN M432 - FUELING STATION SECTIONS ELECTRICAL 10 -50 SERIES - GENERAL [011 STANDARD ELECTRICAL SYMBOLS AND ABBREVIATIONS E012 - LUMINAIRE SCHEDULE E013 •- ENERGY COMPLIANCE FORMS LIGHTING ELECTRICAL ONE -LINE DIAGRAM POWER - GAS MONITORING SCR EMATICS T N T S G M [017 - TANSFER/TSO & SCALE FACILITY INTRUSION, FIRE ALARM & DETECTION DIAGRAMS & DETAILS 1 �-' L - [022 - [023 - F024 - L030 - E031 -- E032 - ii_ ._ -- ' fit` ELECTRICAL SCHEDULES - PANEL SCHEDULES ELECTRICAL SCHEDULES - PANEL SCHEDULES :I_ECTRICAL SCHEDULES EQUIPMENT CONNECTION SCHEDULES ELECTRICAL SCHEDULES CONDUIT SCHEDULES ECTRICAL SITE PLAN - LIGHTING ELECTRICAL SITE PLAN POWER & SIGNAL TRANSFER /TSO BUILDING - GROUNDING FLOOR PLAN - ELECTRICAL 5040 - ELECTRICAL DETAILS - SITE [Q41 -- ELECTRICAL DETAILS - SITE E042 ELECTRICAL DETAILS - GROUNDING LIGHTNING PROTECTIO SYSTEM [043 - ELECTRICAL SECTIONS - LIGHTNING PROTECTION E044 - ELECTRICAL DETAILS - GROUNDING/LIGHTNING PROTECTION SYSTEM F045 - ELECTRICAL DETAILS - LIGHTING [046 - ELECTRICAL DETAILS E047 -- ELECTRICAL DETAILS [048 TRANSFER /TS0 BUILDING ELECTRICAL STAIR SECTIONS - 49 TRANSFER / TSO BUILDING ELECTRICAL ROOM SECTIONS EO TRANSFER/ TS0 - ISO BUILDING ENLARGED ELECTRICAL ROOM PLAN COMPACTOR LEVEL [051 -- ISO BUILDING - ENLARGED ROOF & P N . 10USEw FLAN ELECTRICAL [052 - ELECTRICAL DETAILS - TELECOM 60 -70 SERIES - INSTRUMENTATION E060 - INSTRUMENTATION SYMBOLS & ABBREVIATIONS [061 - INSTRUMENTATION SITE PLAN [062 INSTRUMENTATION TRANSFER BUILDING FLOOR PLANS [063 - INSTRUMENTATION ENLARGED AREA PLANS !? E064 -- PROCESS. & INSTRUMENTATION DIAGRAIV E065 - PROCESS & INSTRUMENTATION DIAGRAM - PROCESS & INSTRUMENTATION DIAGRAM ; #3 - PROCESS & INSTRUMENTATION DIAGRAM #4 - PROCESS & INSTRUMENTATION DIAGRAM 5 - PROCESS & INSTRUMENTATION DIAGRAM PROCESS & INSTRUMENTATION DIAGIRAM 1 l - MAIN CONTROL PANEL 'MCP' - DETAILS AND SCHEDULES SCALE JLITY FLOOR & ROOF CAI_ SCALE FACILITY Al IC AND FOUNT SCALE FACILITY ELECTRICAL D E4, E43' ART n t, A /\ 0C 1 Jr_; AW :'2 r AWOf .T A`004 ati �. ,05 f-.4 L.1. [066 [067 [068 [069 [070 [071 [072 -- MAIN CONTROL PANFUL 'MCP' - POWER L'!;TzIBIUT=ON DIAGRAM [073 -- TYPICAL DISCRETE I/0 WIRING DIACRA, [074 TYPICAL ANALOG I/O WIRING DIAGRAMS [075 INSTRUMENTATION D {MAILS [076 CONTROL SYSTEM BLOCK DIAGRAM [077 INSTRUMENTATION ;:?IJI U!T AND WIRE 100 SERIES - TRANSFEEPSC BUILDING [101 TRANSFER /TSO BUILDING POWER PLAN LEVEL [102 TRANSFER ISO BU LDING POWER & SIGN/ TIPPING /RECEr'ING LEVEL E103 - TRANSFER /TSO BUILDING POWER & SIGNAL PLAN - E104 : TRANSFER /TS0 BUILDING ROOF PLAN - ELECTRICAL E105 TSO BUILDING ENLARGED FLOOR PLAN -- POWER COMPACTOR LEVEL E106 ISO BUILDING -- ENLARGED FLOOR PLAN - POW' COMPACTOR LEVEL - ISO BUILDING ENLARGED FLOOR PLAN COMPACTOR LEVY [108 TSO BUILDING ENLARGED FLOOR EQUIPMENT & LOADING LEVELS E109 - TSO BUILDING - ENLARGED FL00R F'L AN EQUIPMENT & LOADING LEVELS E110 150 BUILDING - ENLARGED ARGED FLOOR PL1V"•1 __ 2O t,IA R EQUIPMENT & LOADING LEVELS E111 TSO BUILDING -- ENLARGED FLOOR PI.4!,N EQUIPMENT & LOADING LEVELS E112 TRANSFER BUILDING -. ENLARGED FLOOR SIGNAL - EQUIPMENT & LOADING LEVELS E113 - TRANSFER BUILDING - ENLARGED FLOOR SIGNAL - EQUIPMENT & LOADING LEVELS [114 - TRANSFER BUILDING -- ENLARGED FLOOR SIGNAL - EQUIPMENT & LOADING LEVELS E115 TS0 BUILDING ENLARGED FLOOR PI TS0 LEVEL. E116 TS0 BUILDING - ENLARGED FLOOR PLA, 130 LEVEL E151 - TSO BUILDING FLOOR PLAN - LIGHTING -= COMPACTOR L [152 - TSO & TRANSFER BUILDING FLOOR 1= LAN -- LIGHTING - EQUIPMENT & LOADING LEVELS E153 - TSO BUILDING FLOOR PLAN LIGHTING - T50 E155 - TSO BUILDING - ENLARGED FLOOR PLAN -- LIGHUNG - COMPACTOR LEVEL [156 - TSO BUILDING ENLARGED FLOOR PLAN - LIGHTING -- COMPACTOR LEVEL [157 • 130 BUILDING -- ENLARGED FLOOR PLAN - LIGHTING COMPACTOR LEVEL E158 ISO & TRANSFER BUILDING ENLARGED FLOOR !PAN - EQUIPMENT & LOADING LEVELS E159 TS0 BUILDING - ENLARGED FLOOR PL. NI - L LGHTIN1 EQUIPMENT & LOADING LEVELS [160 - ISO BUILDING ENLARGED FLOOR I='LAN1 - -- LIG' IT EQUIPMENT & LOADING LEVELS El 61 ISO & TRANSFER BUILDING - ENLARGED FLOOR PLAN - LIG - EQUIPMENT& LOADING LEVELS E169 TSO BUILDING -- ENLARGED FLOOR PLAN LEVEL E170 - ISO BUILDING - ENLARGED FLOOR PLAN) -- LIGHT LEVEL F- I ,i.A N! -- E107 LAN r. POWER 1N P Wi E) TS0 'k n,0TOR Iw NAL 'AND�''`I POWER AND t[I LIGHTING - TS0 300 SERIES -- SCALE FACILITY E300 - SCALE FACILITY PLAZA PLAN LiPNP MISCELLANEOUS STRUCTURES CYCLING BUILDING FLOOR PLANS NO STATION ELECTRICAL PLAN TWORK SUPPORT SITE _ _AN -- ARTWORK SUPPORT FOUNDATION I I AJ ARTWORK SUPPORT FRAMING PLAIN) - -- ARTWORK SUPPORT FOUNDATION DETAILS ARTWORK SUPPORT DETAILS • PLAN -. ELECTRICAL RICAL REVIEWED FOR 9EOOME PPROVED AU6 2 0 2010 City aTukwila BV!Lp!NG DIVISION ECT RECEIVED JUN 14 2010 PERMIT 1- 800 -424 -5555 DESIGNED IKS DRAWN ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0r 1" D C 6/10/10 1/8/10 IKS B 1/8/10 A REV 7/31/09 DATE IKS IKS IKS CHK'D KRH KRH KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS KRH ISSUED FOR CITY OF TUKWILA PERMITS APP'D REVISION DESCRIPTION AO King County Department of Natural Resources and Parks Solid Waste Division i An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT DRAWING INDEX PROJECT NUMBER: C00405C09 SHT. OF: 3 619 DRAWING NUMBER: G013 0 0 w 0 w m LLB 0 co Q 0 VJ c w 0 V ct co Vl u_ SYMBOLS LINETYPES C . ❖. O 314 2.5% W 0 0 0 D n SURVEY CONTROL CIVIL CONTROL POINT ROAD GEOMETRY POINT STRUCTURAL ANGLE POINT GRADING CONTROL POINT BORE HOLE SIGN ROCKERY EVERGREEN TREE DECIDIOUS TREE CUT /FILL SLOPE GRADE INDICATOR DRAINAGE INDICATOR FIRE HYDRANT EXISTING WATER METER EXISTING WATER VAULT EXISTING WATER VALVE WATER VALVE EXISTING STORM DRAIN CATCH BASIN EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING YARD DRAIN STORM DRAIN CATCH BASIN TYPE 1 STORM DRAIN CATCH BASIN TYPE 2 WITH 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 x T P x T P x T P x T P E E E E PW - PW PW PW- - ss ss ss Ss SD-- SD SD SD— D D D D UD UD UD TSD TSD TSD A A <-- >C< >C< >C < --> >c >c >C —> P >P >P —> MATCH BOUNDARY PROPERTY BOUNDARY CONSTRUCTION LIMITS WETLAND BOUNDARY CENTER LINE NEAT LINE FENCE EXISTING WATER EXISTING TELEPHONE EXISTING POWER ELECTRICAL CONDUIT POTABLE WATER SANITARY SEWER STORM DRAINAGE DRAIN UNDERDRAIN TEMPORARY STORM DRAIN COMPRESSED AIR ENCASEMENT DITCH /SWALE /STREAM CENTERLINE CONTRACTOR TRAFFIC, TWO -WAY CONTRACTOR TRAFFIC, ONE -WAY COMMERCIAL AND SELF -HAUL TRAFFIC, ONE -WAY TRANSFER STATION OPERATIONS TRAFFIC, ONE -WAY - ,/ -/-/-/-/-/-/-/- /4 -/--/--/-/-/--/4 -/ REMOVE OBJECT EXISTING GROUND (PROFILE) MAJOR 25� R 248 III rrrrrr mil NirNMWIIA NI NENOrrr MI NM MN MN CONTOURS RETAINING WALL SILT FENCE ORANGE SAFETY FENCE GEOTEXTILE GEOTEXTILE DRAIN MAT PIPE SLOPE DRAIN (TESC PLANS ONLY) GRIND LINE GUARDRAIL GRADE BREAK LINE DEMOLITION FOOTPRINT BOUNDARY } REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 0 2010 City of Tukwila BUILDING DIVISION THESE LINETYPES ARE USED IN COMBINATION TO SHOW COMBINED TRAFFIC LANES MATERIALS /// y W W 4, y W y y )o oocz oov, 20 °o Oo ,0 / / / / Pralral pOioddijoail DEMOLITION /REMOVAL (PLAN) WETLAND AREA (PLAN) HMA SURFACE (PLAN) HMA PAVEMENT (SECTION) CONCRETE (PLAN AND SECTION) GRAVEL BORROW (SECTION) EMBANKMENT FILL (SECTION) NATIVE SOIL (SECTION) SAND /CDF (SECTION) LIGHTWEIGHT BACKFILL (SECTION) BENTONITE (SECTION) QUARRY SPALLS (PLAN AND SECTION) PIPE BEDDING (SECTION) CSTC (SECTION) CSBC (SECTION) GRAVEL BACKFILL (SECTION) GRAVEL BACKFILL FOR DRAINS (SECTION) GRAVEL SURFACE (PLAN) TOPSOIL APPROXIMATE AREAS TO BE COVER WITH STRAW OR OTHER APPROVED GROUND COVER BMPPRIOR TO COMPLETION OF WORK APPROXIMATE AREAS TO BE COVER WITH PLASTIC SHEETING FOR LONG TERM SOIL COVER PRIOR TO COMPLETION OF WORK TYPICAL SECTION AND DETAIL REFERENCE SYSTEM SECTION 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 DWG ON WHICH SECTION APPEARS SECTION LETTER DWG ON WHICH SECTION IS CUT SECTION LETTER SECTION APPEARS ON SAME DWG AS CUT DETAILS ARE REFERENCED IN A SIMILAR MANNER EXISTINGCEPT NUMBERS ARE USED INSTEAD OF LETTERS RECEIVED JUN 14 2010 PERMIT CENTER DESIGNED IKS DRAWN ABG D C 6/10/10 1/8/10 IKS IKS KRH KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" B 1/8/10 IKS A 7/31/09 IKS KRH KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION L La King County Department of Natural Resources and Parks Solid Waste Division ELI( 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 Y PROJECT NUMBER: C00405C09 SHT. OF: 4 619 DRAWING NUMBER: G014 1- 800 - 424 -5555 0 0 w 0 w m (1) 0 00 —J U c w 0 J L.L 0 U 0 U- 0 w (r) V J z 1 ABBREVIATIONS 0 0 v 0 v C) 0 i 0 v X - 00839 -20000 Bow Lake TR 0 N AASHTO AB ABS ABV AC ACB ACI ACOUST ACP AD ADA ADJ AFF ALU M APPROX ARCH ASSY ASTM ATB ATS AVE BFP BI BLDG BMP BO BOS BOT BPA BRKT BVC BVCE BVCS BW C CA CAMH CAT CB CC CCP CDF CFM CHKR CHRL CI CIP CJ CL CLR CMP CMU CO COL COM COMM COMP CONC CONF CONN CONST CONT COR CPEP CPJ CSBC CSTC CSW CT CTJ CTR CTRSK CW CY D DB DBL DCW DDCBPA DET AT AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ANCHOR BOLT(S) ACRYLONITRILE BUTADIENE STYRENE ABOVE ASPHALT CONCRETE, ABOVE COUNTER AUTOMATIC CIRCUIT BREAKER AMERICAN CONRETE INSTITUTE ACOUSTICAL ASPHALT CONCRETE PAVEMENT ALGEBRAIC DIFFERENCE AMERICANS WITH DISABILITIES ACT ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM APPROXIMATE ARCHITECTURAL ASSEMBLY AMERICAN SOCIETY FOR TESTING AND MATERIALS ASPHALT TREATED BASE AUTOMATIC TRANSFER SWITCH AVENUE BACKFLOW PREVENTER BLACK IRON BUILDING BEST MANAGEMENT PRACTICE BOTTOM OF, BY OTHERS BOTTOM OF STEEL BOTTOM BACKFLOW PREVENTOR ASSEMBLY BRACKET BEGIN VERTICAL CURVE BEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE STATION BOOT WASH CHANNEL, CONDUIT, CONCRETE, CONDENSATE COMPRESSED OUT COMPRESSED AIR MANHOLE CATEGORY CATCH BASIN CENTER TO CENTER CEMENT CONCRETE PAVEMENT CONTROLLED DENSITY FILL CUBIC FEET PER MINUTE CHECKERED CEDAR HILLS REGIONAL LANDFILL CAST IRON CAST IN PLACE CONSTRUCTION JOINT CENTERLINE CLEAR, CLEARANCE CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMMERCIAL COMMUNICATIONS COMPACTOR CONCRETE CONFERENCE CONNECT CONSTRUCTION CONTINUOUS CORNER CORRUGATED POLYETHYLENE PIPE COMPLETE JOINT PENETRATION CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CONTAMINATED STORMWATER CURRENT TRANSFORMER CONTROL JOINT CENTER COUNTERSINK COLD WATER CUBIC YARD DRAIN DRAINAGE BASIN DOUBLE DEMAND CRITICAL WELD DOUBLE DETECTOR CHECK BACKFLOW PREVENTION ASSEMBLY DETAIL 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 WALLBOARD 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/W RSTRM RT S SA SAFB SC SCH SCV SD SDCO SDMH SE SEC SED SF SH SHR SHT SIM SJ SK SL SLDG SMH OUTSIDE DROP — LOW OUTSIDE DROP — HIGH OVERHEAD OVERLOAD OPENING OPPOSITE OPERATIONS OUTSIDE STEM AND YOKE OFFSITE AREA OIL —WATER SEPARATOR PLASTIC LAMINATE PERIMETER BERM, PULL BOX PUSH BUTTON STATION PRECAST, POINT OF CURVATURE, PUMPER CONNECTION POUNDS PER CUBIC FOOT POWDER COATED PIPE DEFLECTION, HORIZONTAL PIPE DEFLECTION, VERTICAL PHOTOELECTRIC, POLYETHYLENE PENETRATION PERFORATED ACIDITY POINT OF INTERSECTION, POST INDICATOR POST INDICATOR VALVE PANEL JOINT PARKWAY PLATE, PLACE PLASTER PROGRAM LOGIC CONTROLLER PLATE POINT OF CONNECTION PAIR POINT OF REVERSE CURVATURE PRESSURE REDUCING VALVE PUGET SOUND ENERGY POUND(S) PER SQUARE FOOT POUND(S) PER SQUARE INCH POINT OF TANGENCY PHOTOVOLTAIC, PLUG VALVE (ECCENTRIC) PHOTOVOLTAIC ARRAY POLYVINYL CHLORIDE, POINT OF VERTICAL CURVATURE POLYVINYLIDENE FLOURIDE POINT OF VERTICAL INTERSECTION PAVEMENT POTABLE WATER RADIUS, RANGE, RISE, RIGHT RETURN AIR REINFORCED CONCRETE PIPE ROOF DRAIN, ROAD RECEPTACLE REDUCER REFERENCE REINFORCED, REINFORCEMENT, REINFORCING REQUIRED RIGID GALVANIZED STEEL CONDUIT ROOM ROUGH OPENING RIGHT OF WAY RESTROOM RIGHT SOUTH, SANITARY, SLOPE, SWITCH SUPPLY AIR SOUND ABSORPTION FIBER BOARD SOLID CORE SCHEDULE SECTIONAL CONTROL VALVE STORM DRAIN STORM DRAIN CLEANOUT STORM DRAIN MANHOLE SOUTHEAST SECTION SEDIMENT SQUARE FEET SCALE HOUSE SHOWER SHEET SIMILAR CONTRACTION JOINT SKYLIGHT SLOPE DRAIN SLIDING SEWER MANHOLE SNGL SOG SP SPA SPEC SQ SR SS SS /IND SSL SSMH SSR SST SSWA ST STA STC STD STL SUPT SUSP SW SWP T T &B TBD TD TEMP TESC THK TO TOC TOF TOG TOM TOS TOW TRTD TS TSD ISO TTB TVSS TYP UBC UD UDCP UG UH UHMW UL UNO UP UR US UT UYH V VAC VC VCT VDC VERT VEST VNR VPI VTR W W/ W/O WA WC WC(E) WCO WD WH WHS WNDW WNP WP WQ WR 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 CONT 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 1 WS WSDOT WTS WW WWF X STRONG XFMR YD REVIEWED j EPLIE RO APPROVED AUG 2 D 2010 Cifyof Tukwila BUILDING DIVISION WATER STOP WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WELDED THREADED STUD WASTEWATER WELDED WIRE FABRIC EXTRA STRONG TRANSFORMER YARD RECEIVED JUN 14 2010 PERMIT CENTER fid DESIGNED IKS DRAWN 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 A 7/31/09 IKS KRH KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division WWI( 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 1- 800 - 424 -5555 0 0 w 0 LL w 0 00 J J U ct w 0 J LL 0 0 0 LL 0 w C!) J z LL 292 s ?8s SECTION 35, TOWNSHIP 23N, RANGE 4E ti INTERSTATE 115'4 NORTH& LW 2445 +33.3 (215' RT) N 161925.88 E 1285046.93 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 0 2010 City of Tukwila BUILDING DIVISION 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. 280 270" - "E .- 280 -250... 240 ---230-- --220 _220 -19'4 ,f o 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 966.70, 0 0 CONSTRUCTION LIMITS 280- 280 0 0 v N d 0 1 _c c0 0 CO 01 C..p v 0 v 0 0 0 v W Q) - 00839 -20000 Bow 0 v a� En E 0 0 0 CO CD w m w w 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 " -- 2413 230. 220 °- PROPERTY LINE FRqGER Ro CENTER --- STREA M E key PLAN CONSTRUCTION LIMITS SCALE: 1 " =100' >60, so 0 \' pO \ 0, LW 2455 +00.0 (215' RT) LW 2455 +00.0 (700' RT) GENERAL NOTES, CONTINUED 5. CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUREMENTS. 6. CONTRACTOR SHALL MAINTAIN THE PERMITS, THE CONTRACT DOCUMENTS, A CURRENT COPY OF THE CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN CONSTRUCTION STANDARDS AND A COPY OF THE HIGHLINE WATER DISTRICT DESIGN, DEVELOPMENT AND CONSTRUCTION STANDARDS FOR EXTENSIONS TO THE WATER SYSTEM AT THE JOB SITE. 7. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PREAPPROVAL FROM THE OWNER'S PROJECT REPRESENTATIVE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. MAINTAIN A SET OF THESE APPROVED PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. ALL SURVEYING SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO WSDOT HORIZONTAL CONTROL MONUMENTS. 9. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 10. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. 11. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11. B. PRIOR TO ANY ACTIVITY IN CITY OF TUKWILA RIGHT -OF -WAY, THE CONTRACTOR SHALL PROVIDE THE CITY OF TUKWILA A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN CONTRACTOR HAS PERMISSION FROM THE OWNER AND THE CITY OF TUKWILA DIRECTOR TO CLOSE AN ACCESS. D. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. E. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. 12. CONTRACTOR SHALL FLAG CONSTRUCTION LIMITS. 13. JOINT USE AREAS WITHIN THE PROJECT SITE, AS SHOWN IN THE DRAWINGS, MAY BE USED BY THE OWNER, THE CONTRACTOR AND ITS SUBCONTRACTOR OR SUPPLIERS, AND THE TRANSFER STATION CUSTOMERS. CONTRACTOR MAY USE THESE JOINT USE AREAS FOR SUCH ACTIVITIES AS DESCRIBED IN THE SITE TRAFFIC MANAGEMENT AND CONTRACTOR STAGING PLANS AS SHOWN IN THE DRAWINGS. SUCH ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO, CONTRACTOR PARKING AND STAGING, EGRESS AND INGRESS OF MATERIALS AND EQUIPMENT, DEMOLITION, PAVING, AND STRIPING. THE OWNER AND TRANSFER STATION CUSTOMERS MAY USE THESE JOINT AREAS FOR ON -GOING TRANSFER STATION OPERATIONS. JOINT USE AREAS WILL BE MANAGED BY THE OWNER. CONTRACTOR SHALL MAINTAIN SOLE RESPONSIBILITY AND CONTROL FOR THEIR OPERATIONS WITHIN THE JOINT USE AREAS. X69 -167„ 1"=100' -0" 100 0 RECEIVED JUN 14 2010 IPERMTT CENTER 100 200 Scale Feet DESIGNED IKS 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 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 L 2L41 King County Department of Natural Resources and Parks Solid Waste Division ��W��ECIt 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 NOTES AND PROJECT AREA BOUNDARY PROJECT NUMBER: C00405C09 SHT. OF: 6 619 DRAWING NUMBER: G016 1- 800 - 424 -5555 0 :1 >- w LL w m 0 CO J U w 0 J LL 0 U vo 0 LL w 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 FREE RECYCLING AREA _ y EXISTI G TIRE WASH .._260 __250° -; SURVEY CONTROL 1. HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM, NORTH ZONE NAD83/91 PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING FAST — STATIC (GPS) METHODS. CONTROL WAS EXTENDED THROUGH THE PROJECT REACH BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY CONTROL MONUMENTS. 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988, NAVD88. VERTICAL CONTROL WAS EXTENDED THROUGH THE PROJECT REACH USING PUBLISHED BENCHMARKS FROM THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (VIA ELECTRONIC LEVELING). 3. SOURCE OF MAPPING: SURVEYS PERFORMED BY DUANE HARTMAN AND ASSOCIATES: ON MAY 4, 2007; AUGUST 16, 2007; FEBRUARY 12, 2008; AND OTHERS. 4. SURVEY CONTROL DISTURBED DURING CONSTRUCTION SHALL BE COORDINATED THROUGH THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES IN ACCORDANCE WITH RCW 58.24.040 AND WAC 332 -120. EXISTING WALLS,, EXISTING WALL F EXISTING WALL D HC 17 -7 (WSDOT) APPROX 1/2 MILE NORTH ............ v 0 0 U 0 0 0 c v w - 00839 -20000 Bow Lake E O N 0 sC CD 0C w CO w w N CONTROL POINT TABLE ID # NORTHING EASTING ELEV. HC 17 -7 (WSDOT)* 165,203.5902 1,285,446.2510 286.500' HC 17 -8 ( WSD0T) 161,774.6040 1,285,016.9050 290.711' * NOT SHOWN ON PLANS DESIGNED IKS EXISTING SURFACE WATER DETENTION VAULT EXISTING SURFACE WATER QUALITY TREATMENT VAULT EAST SLOPE\ FILL AREA EXISTING FACILITY - SEWER VAULT 40 EXISTING SURFACE WATER OUTFALL S1 • E 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 IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 REV DATE IKS KRH CHK'D APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 40 —� DRIVING RANGE • PLAN L41 King County Department of Natural Resources and Parks Solid Waste Division EXISTING CONDITIONS AND SURVEY CONTROL SCALE: 1" = 80' HIER An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 1"=80' —0" 80 CEIVED JUN 1.4 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 10 10 10 10 N 71-1 00 0 0 w 0 LL, w 0 00 J U I— w 0_ LL 0 U ct 0 LL 0 w (1) z LL ,— EXISTING FREE / RECYC ING"ARE - 28Or SITE ENTRANCE EXISTING CELL TOWER ACCESS ROAD C'J _260 250 240 -,_ -2.5U 720 -- -- uc� _ v) 0 ;: REVIEWED FOR CODE COMPLIANCE APPROVED AU6 2 0 2010 BUILDING D a) 0 0 v REENBERGAB 49/7-0 d DESIGNED IKS 67 2665 264X63 12, 0262 5y261 `260 �2� \\2� `240 5 4225 22o k215 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 BUILDING FUELING FACILITY AND ENGINE GENERATOR SET PROPERTY BOUNDARY TIRE WASH/ RAINWATER VAULT p A* qcF,� . Ro �r 30 �. ;: RECEIVED JUN 14 2010 PERMITCENTER 80 160 Feet • PLAN DRIVING RANGE SITE GRADING SCALE: 1 " = 80' bo9 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 1/8/10 IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION L IA King County Department of Natural Resources and Parks Solid Waste Division liiVgT I 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 GENERAL ARRANGEMENT SITE PLAN AND BUILDING CONTROLS PROJECT NUMBER: C00405C09 SHT. OF: 8 619 DRAWING NUMBER: G018 1- 800 - 424 -5555 O w 0 LL w CO (1) 0 CO d' J —J U V ) NG I..L w 0 —J LL 0 U Ct 0 LI- ED w z LL EXISTING RETAINING WALL A SECTION 35, TOWNSHIP 23N, RANGE 4E CONSTRUCTION LIMITS, TYP GENERAL NOTES EXISTING 18 —INCH STORM DRAIN 1. EXISTING AND NEW SITE WATER AND WASTEWATER UTILITIES SHOWN FOR REFERENCE. FOR WATER AND WASTEWATER UTILITIES SEE DWGS C082 THRU C098 AND C099 THRU C110, RESPECTIVELY. 2. SEE DWGS C119 THRU C124 FOR SURFACE WATER SYSTEM PIPE PROFILES. 3. SEE DWG C128 FOR SURFACE WATER SYSTEM STRUCTURE SCHEDULE. 4. ADJUST ALL EXISTING STORM DRAIN INLETS AND COVERS WITHIN PAVED AREAS OR GUTTER OF ROAD A TO FINAL GRADE. EXISTING RINGS AND GRATES IN GUTTER OF ROAD A TO BE SET WITHIN ROLLED CURB PER DETAILS IN APPENDIX A OF THE PROJECT SPECIFICATIONS. 5. SEE APPENDIX A -3 OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SURFACE WATER SYSTEM DRAWINGS. 6. SEE DWG C128 FOR CATCH BASIN CENTER OF STRUCTURE NORTHINGS AND EASTINGS. CONTRACTOR TO LOCATE GRATE TO ENSURE PROPER SURFACE DRAINAGE. 0 wLLJ 1 Z J 1- Q EXISTING RETAINING WALL B ._ SD - SD-- SD- ¼_ CB -74 USE HDPE STORM DRAIN PIPE WHERE STORM DRAIN IS THROUGH OR UNDERLAIN BY REFUSE. EXTEND HDPE STORM DRAIN PIPE 6 INCHES INTO ALL CATCH BASINS WITHIN REFUSE AREAS. GENERAL NOTES 8. WHERE STORM DRAIN CROSSES OVER A WATER LINE OFFSET ALL STORM DRAIN JOINTS AT LEAST 5' HORIZONTALLY FROM CENTER OF WATER LINE. 9. ELECTRICAL CONDUIT LOCATIONS SHOWN ONLY FOR MAJOR RUNS. SEE DWGS E030 AND E031 FOR ALL ELECTRICAL CONDUIT LOCATIONS. 10. TRENCHING THROUGH OR ABOVE REFUSE IS EXPECTED EAST OF RETAINING WALL J AND SOUTH OF NEW SCALE FACILITY. KEYED NOTES HOT LOAD PAD DRAIN TO HAVE CONNECTIONS TO THE SURFACE WATER AND WASTEWATER SYSTEMS FITTED WITH VALVES. VALVE TO SURFACE WATER SYSTEM TO BE NORMALLY OPEN. TRUCK TRAILER PADS DRAINAGE TO BE CONTROLLED BY VALVES THAT DIRECT RUNOFF TO EITHER THE STORM OR WASTEWATER SYSTEM. VALVES TO WASTEWATER SYSTEM TO BE NORMALLY OPEN. OSEE PROFILE SD —B ON DWG C119. r (4 J SEE PROFILE SD —A ON DWG C119. V O5 SEE PROFILE SD —E ON DWG C120. C7 ' p ()SEE PROFILE SD —F ON DWG C120. :::: (7)SEE PROFILE SD —D ON DWG C119. ® SEE PROFILE SD —C ON DWG C119. w Z ' " SEE PROFILE SD —J ON DWG C121. SOUTH SCALE FACILITY (SCALE HOUSE 1) a E a> N N L! 0 0 0 0 0 0 0 0 0 tn 0 0 0 N 0 0 1 E OD 0 0 XN of 0 CO c-D w w W CB -63 CB -65 —J V U SEE PROFILE SD —Z ON DWG C124. < 'Sly SEE PROFILE SD —AA ON DWG C124. @DRAIN FOR DOWNSPOUT FROM FUTURE SCALE FACILITY. PROVIDE VERTICAL RUN AND CAP PER SECTION A ON DWG C126. SET HIGH END OF HORIZONTAL RUN AT IE 264.17. RUN PROFILE AT SLOPE OF 0.5% TO CONNECT TO DRAIN SHOWN ON PROFILE SD —Z, USING ONE (1) 90' FITTING. i • v , W w 1 WEST TRUCK TRAILER PAD HOT LOAD PAD - 00839 -20000 Bow PIPE TRENCH EAIL, TYP HOT LOAD PAD VALVE VAULT s/ cr RETAINING WALL .K Pw MATCH LINE - SEE DWG C115 PLAN SURFACE WATER SYSTEM SCALE: 1" = 20' 20 1"=20' —0" 20 40 Scale Feet 111 REVIEWED CODE COMPLIANCE APPROVED RECEIVED kb 202010 JUN 14 2010 City of Tukwila PERRMIIT CENTS BUILDING DIVISION DRAIN FOR DOWNSPOUT FROM FUTURE SCALE FACILITY. PROVIDE VERTICAL RUN AND CAP PER SECTION A ON DWG C126. SET HIGH END OF HORIZONTAL RUN AT IE 264.20. RUN PROFILE AT SLOPE OF 0.5% TO CONNECT TO DRAIN SHOWN ON PROFILE SD —Z, USING ONE (1) 90' FITTING. DRAIN FOR DOWNSPOUT FROM SOUTH SCALE FACILITY. PROVIDE VERTICAL RUN PER SECTION A ON DWG C126. SET HIGH END OF HORIZONTAL RUN AT IE 264.56. RUN PROFILE AT SLOPE OF 0.5% TO CONNECT TO DRAIN SHOWN ON PROFILE SD —AA, USING ONE (1) 90' FITTING. DRAIN FOR DOWNSPOUT FROM SOUTH SCALE FACILITY. PROVIDE VERTICAL RUN PER SECTION B ON DWG C126. SET HIGH END OF HORIZONTAL RUN AT IE 264.55. RUN PROFILE AT SLOPE OF 0.5% TO CONNECT TO DRAIN SHOWN ON PROFILE SD —AA, USING ONE (1) 90' FITTING. CONNECT EXISTING DRAIN ON SLOPE, BELOW RETAINING WALL B, TO CB -70. MODIFY EXISTING DRAIN AS NECCESSARY TO PROVIDE AT LEAST TWO FEET OF COVER OVER DRAIN. CAP DRAIN LINE ABOVE PENETRATION THROUGH SCALE UNDERSLAB. SEE SECTION A ON DWG C126 FOR FUTURE CONNECTION TO DOWNSPOUTS. ATTACH PERMANENT TAG TO CAP INDICATING PIPE DIAMETER, MATERIAL, AND USE. PROVIDE (FOR NEW CB) OR RETROFIT (FOR EXISTING CB) FALL RESTRAINT SYSTEM PER SPECIFICATION 05 5000 — MISCELLANEOUS METAL FABRICATIONS. SEE PROFILE SD —I ON DWG C121. CAP DRAIN LINE FOR FUTURE CONNECTION TO FOOTING DRAIN. ATTACH PERMANENT TAG TO CAP INDICATING PIPE DIAMETER, MATERIAL AND USE. DESIGNED JC DRAWN CW 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 IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division RW� 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 SURFACE WATER SYSTEM PLAN bo9 l PROJECT NUMBER: 1- 800 - 424 -5555 C00405C09 SHE OF: 102 619 DRAWING NUMBER: C112 0 0 w 0 LL w m 0 00 "1- J J U w 0 I- LL 0 F- 0 LL 0 w (/) LJL J Z 0 a E M 0 0 CL 0 0 0 0 0 0 0 0 0 ct- 0 H 0 Lai Y .3 0 m 0 0 0 1 M CO 0 I 0 col cE 0. o 0 0 eg rn 0 a CC W w w EXISTING RETAINING WALL A SECTION 35, TOWNSHIP 23N, RANGE 4E W2� W W CONSTRUCTION LIMITS, TYP EXISTING 18 -INCH STORM DRAIN EXISTING RETAINING WALL D CB -7 �1 (EXISTING) EXISTING ELECTRICAL WEST SIDE RAINWATER OO OVERFLOW /BYPASS MANHOLE CB -77 RETAINING WALL, TYP CB -12 (EXISTING) REVIEWED OR COMPLIANCE CODE COM APPROVED AUG 2 0 2010 TRANSFER /TSO BUILDING ROAD A City of Tukwila BUILDING DIVISION NPA LOADING DOCK CB -82 CB -81 EXISTING 18 -INCH STORM DRAIN UTILITY KEY MAP SCALE: NTS DESIGNED MATCH LNE - SEE DWG C116 PLAN SURFACE WATER SYSTEM SCALE: 1" = 20' 20 1"=20'-0" 0 Scale 1 r EXISTING if RETAINING :WALL C GENERAL NOTES 1. EXISTING AND NEW SITE WATER AND WASTEWATER UTILITIES SHOWN FOR REFERENCE. FOR WATER AND WASTEWATER UTILITIES. SEE DWGS C082 THRU C098 AND C099 THRU C110 RESPECTIVELY. 2. SEE DWG C119 THRU C124 FOR SURFACE WATER SYSTEM PIPE PROFILES. 3. SEE DWG C128 FOR SURFACE WATER SYSTEM STRUCTURE SCHEDULE. 4. ADJUST ALL EXISTING STORM DRAIN INLETS AND COVERS WITHIN PAVED AREAS OR GUTTER OF ROAD A TO FINAL GRADE. EXISTING RINGS AND GRATES IN GUTTER OF ROAD A TO BE SET WITHIN ROLLED CURB PER DETAILS IN APPENDIX A OF THE PROJECT SPECIFICATIONS. 5. SEE APPENDIX A -3 OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SURFACE WATER SYSTEM DRAWINGS. 6. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE STORM DRAIN PIPE PER SPECIFICATION SECTION 33 1000 — WATER UTILITIES. 6. USE HDPE STORM DRAIN PIPE WHERE STORM DRAIN IS THROUGH OR UNDERLAIN BY REFUSE. EXTEND HDPE STORM DRAIN PIPE 6 INCHES INTO ALL CATCH BASINS WITHIN REFUSE AREAS. 7. WHERE STORM DRAIN CROSSES OVER A WATER LINE OFFSET ALL STORM DRAIN JOINTS AT LEAST 5' HORIZONTALLY FROM CENTER OF WATER LINE. 8. ELECTRICAL CONDUIT LOCATIONS SHOWN ONLY FOR MAJOR RUNS. SEE DWGS E030 AND E031 FOR ALL ELECTRICAL CONDUIT LOCATIONS. 9. SEE DWG C128 FOR CATCH BASIN CENTER OF STRUCTURE NORTHINGS AND EASTINGS. CONTRACTOR TO LOCATE GRATE TO ENSURE PROPER SURFACE DRAINAGE. KEYED NOTES (5) CONNECT NEW STORM DRAIN TO EXISTING SYSTEM. SEE DWG M101 FOR INFORMATION ON RAINWATER HARVEST SYSTEM. SEE PROFILE SD —V ON DWG C123. SEE PROFILE SD —W ON DWG C123. SEE PROFILE SD —X ON DWG C123. SEE PROFILE —A ON DWG C119. CONSTRUCT THIS PORTION OF STORM DRAIN SYSTEM (FROM CB -76 TO EXISTING CB -7) AS PART OF MILESTONE 2 WORK. K!) RETROFIT EXISTING CATCH BASIN WITH FALL RESTRAINT SYSTEM PER SPECIFICATION 05 5000 — MISCELLANEOUS METAL FABRICATIONS. :ii WALL L FOOTING DRAIN CONNECTION, 17 LF 4" DIA DRAIN. NO WALL PENETRATION REQUIRED. FROM WALL DRAIN LOW POINT AT APPROX IE= 264.46, ROUTE TO CB -73 AT SLOPE =1.5 %, USING ONE (1) HORIZ 45' FITTING. SEE PROFILE SD —A, DWG C119 FOR CONNECTION IE. 0 RECEIVED 20 40 JUN 14 2010 ■ i PERMIT CENTER Feet NPA LOADING DOCK SOUTH WALL FOOTING DRAIN CONNECTION, 18 LF 4" DIA DRAIN. VERTICAL PENETRATION OF WALL FOOTING (SEE DETAIL 4, DWG S013), DROP TO APPROX IE= 263.85. ROUTE TO CB -82 AT SLOPE =1.6 %. SEE PROFILE SD —X, DWG C123 FOR CONNECTION IE. NPA LOADING DOCK NORTH WALL FOOTING DRAIN CONNECTION, 13 LF 4" DIA DRAIN. VERTICAL PENETRATION OF WALL FOOTING (SEE DETAIL 4, DWG S013) AT APPROX IE= 263.85. ROUTE TO CB -81 AT SLOPE =3.2 %, USING ONE (1) HORIZ 90' FITTING SO THAT DRAIN PIPE ENTERS THE WEST SIDE OF CB. SEE PROFILE SD —X, DWG C123 FOR CONNECTION IE. JC DRAWN CW VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" D 6/10/10 IKS KRH FINAL ISSUED FOR CITY OF TUKWILA PERMITS C 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 8 1/8/10 A 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 La King County Department of Natural Resources and Parks Solid Waste Division HIV 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 SURFACE WATER SYSTEM PLAN bD9 PROJECT NUMBER: C00405C09 SHT. OF: 103 619 DRAWING NUMBER: C113 1 -500 -424 -5555 0 0 w ct 0 LL w m ct 0 co J J U (i) w 0 J LL 0 U 0 LL 0 w r� v ) z LL MATCH LINE - SEE DWG C113 TSO /TRANSFER BUILDING SECTION 35, TOWNSHIP 23N, RANGE 4E CLEANOUT FOR 4" DRAIN PIPE FROM FUELING FACILITY CATCH BASIN 1 O 0 RETAINING WALL H o a l - -- - ___ GENERATOR EAST SIDE RAINWATER OVERFLOW /BYPASS MANHOLE RETAINING WALL H --FOOTING EXISTING RETAINING WALL C R TIEBACKS AND ANCHOR WALL _ PIPE TRENCH DETAIL, TYP EXISTING STORMWATER DETENTION VAULT w — — S CONSTRUCTION --- LIMITS, TYP -_. EXISTING ELECTRICAL PROPERTY LINE, TYP C111 (BELOW C 1 1 1 (ABOVE) UTILITY KEY MAP SCALE: NTS PLAN SURFACE WATER SYSTEM SCALE: 1" = 20' 20 1"=20'-0" 20 GENERAL NOTES 1. EXISTING AND NEW SITE WATER AND WASTEWATER UTILITIES SHOWN FOR REFERENCE. FOR WATER AND WASTEWATER UTILITIES SEE DWGS C082 THRU C098 AND C099 THRU C104, RESPECTIVELY. 2. SEE DWGS C119 THRU C124 FOR SURFACE WATER SYSTEM PIPE PROFILES. 3. SEE DWG C128 FOR SURFACE WATER SYSTEM STRUCTURE SCHEDULE. 4. ADJUST ALL EXISTING STORM DRAIN INLETS AND COVERS WITHIN PAVED AREAS OR GUTTER OF ROAD A TO FINAL GRADE. (ADD PER DWG C113) 5. ADJUST ALL EXISTING ACCESSES TO FINAL GRADE. 6. SEE APPENDIX A -3 OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SURFACE WATER SYSTEM DRAWINGS. 7. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE STORM DRAIN PIPE PER SPECIFICATION SECTION 33 1000 — WATER UTILITIES. 8. USE HDPE STORM DRAIN PIPE WHERE STORM DRAIN IS THROUGH OR UNDERLAIN BY REFUSE. EXTEND HDPE STORM DRAIN PIPE 6 INCHES INTO ALL CATCH BASINS WITHIN REFUSE AREAS. 9. WHERE STORM DRAIN CROSSES OVER A WATER LINE OFFSET ALL STORM DRAIN JOINTS AT LEAST 5' HORIZONTALLY FROM CENTER OF WATER LINE. 10. ELECTRICAL CONDUIT LOCATIONS SHOWN ONLY FOR MAJOR RUNS. SEE DWGS E030 AND E031 FOR ALL ELECTRICAL CONDUIT LOCATIONS. 11. SEE DWG C128 FOR CATCH BASIN CENTER OF STRUCTURE NORTHINGS AND EASTINGS. CONTRACTOR TO LOCATE GRATE TO ENSURE PROPER SURFACE DRAINAGE. KEYED NOTES KD SEE DWG M102 FOR INFORMATION ON RAINWATER HARVEST SYSTEM. SEE DWG M431 FOR GENERATOR AND FUELING FACILITY. SEE DWG M102 FOR PIPING LAYOUT IN THE COMPACTOR BAY MANEUVERING AREA. CONNECT NEW STORM DRAIN TO EXISTING SYSTEM. SEE PROFILE SD —Y ON DWG C123. CONSTRUCT THIS PORTION OF STORM DRAIN SYSTEM AS PART OF MILESTONE 2. PLUG OR REMOVE THIS 12" STORM DRAIN PRIOR TO COMPLETION OF MILESTONE 2. WALL G FOOTING DRAIN CONNECTION, 61 LF 4" DIA DRAIN. NO WALL PENETRATION REQUIRED. FROM WALL DRAIN LOW POINT AT APPROX IE= 265.35, ROUTE TO CB -14A AT SLOPE =1.8 %, USING ONE (1) HORIZ 45 FITTING AND ONE (1) HORIZ 22.5 FITTING. SEE PROFILE SD —Y, DWG C123 FOR CONNECTION IE. ® WALL H FOOTING DRAIN CONNECTION, 62 LF 4" DIA PVC. VERTICAL PENETRATION OF WALL FOOTING (SEE DETAIL 4, DWG S013) AT APPROX LOCATION SHOWN, DROP TO APPROX IE= 245.77, ROUTE TO EX CB -23 AT SLOPE =1.0 %. APPROX IE IN= 245.15. ROUTE TO AVOID CONFLICTS WITH FUELING FACILITY DRAIN. O WALL J FOOTING DRAIN CONNECTION, 32 LF 4" DIA PVC. HORIZONTAL PENETRATION OF STEM WALL (SEE DETAIL 4, DWG S013) AT APPROX IE= 247.30. AT FRONT EDGE OF FOOTING, USE ONE (1) 90' VERT FITTING AND DROP TO APPROX IE= 243.65. ADD ONE (1) VERT 90' FITTING TO FLATTEN PIPE SLOPE AND ROUTE TO EX CB -35 AT SLOPE =1.0 %, USING ONE (1) HORIZ 45 FITTING. SEE PROFILE SD —K, DWG C121 FOR CONNECTION IE. ROUTE TO AVOID CONFLICTS WITH COMPACTOR LEVEL NPW SYSTEM. RECEIVED JUN 14 2010 PERMIT CENTEF Scale 40 Feet ( - 01 ( o DESIGNED JC DRAWN cw 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" 8 1/8/10 IKS KRH RESPONSE TO CITY OF TUKWILA CORRECTION LETTERS A 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division TtvJ 1 IECK 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 SU FACE WATER SYSTEM PLAN 0$- (0-2--- PROJECT NUMBER: C00405C09 SHT. OF: 106 619 DRAWING NUMBER: C116 1- 800 -424 -5555 SECTION 35, TOWNSHIP 23N, RANGE 4E .....1.111 • EXISTING FREE RECYCLING AREA EXISTING WALL A EXISTING WALL F CONSTRUCTION LIMITS (TYP) ARTWORK, SEE AW DWGS GUARDRAIL REVIEWED FOR CODE COMPLIANCE APPROVED Affli 2 0 2010 FENCE TRANSFER /TSO BUILDING 0 LL 0 1 Ct merisi w LL 0 0 c Q LL o w GUARDRAIL FENCE GUARDRAIL KEY MAP SCALE: NTS TIRE WASH RAIN WATER VAULT EiISTING WALL C PLAN OVERALL PAVEMENT STRIPING PLAN SCALE: 1" = 40' DESIGNED CW 1/8/10` IKS VERIFY SCALE 1/8/10 IKS BAR IS ONE INCH ON A 11/17/09 IKS ANSI "Da DRAWING KRH KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION RESPONSE TO CITY OF TUKWILA CORRECTION LETTER ill REV DATE CHK'D APP'D ISSUED FOR FINAL INTER— DISCIPUNARY REVIEW REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCUNG AND TRANSFER SITE FACILITIES CONTRACT OVERALL PAVEMENT STRIPING, FENCING, AND GUARDRAIL PLAN 1 i 0 r STRUCTURAL NOTES: DESIGN BASIS, 2006 IBC DESIGN LOADS FOR PROJECT FEATURES: GENERAL ROOF SNOW LOAD . 25 PSF SNOW LOAD IMPORTANCE FACTOR, I 1.2 TRANSFER BUILDING COULATERAL LOAD 5 PSF COMMERCIAL ENTRANCE AND LOADING AREA AASHTO HS -20 TSO EQUIPMENT LEVEL FLOOR . 250 PSF TS0 LEVEL FLOOR , 80 PSF STAIRS AND LANDINGS 100 PSF HANDRAILS . 200 LB AT TOP OF RAIL TRH STATION TIPPING AND RECEMNG FLOORS RETAINING WALLS LATERAL LOADS SEE SEPARATE NOTES MSHTO HS -20 WIND LOAD BASIC WIND SPEED , 85 MPH EXPOSURE CATAGORY B IMPORTANCE FACTOR 1.15 Kit 1.2 CLADDING WIND LOAD SEE S251 FOR ROOF CALDDING WIND LOADS SEE 5252 AND S253 FOR WALL CLADDING WIND LOADS EARTHQUAKE LOAD SITE CLASSIFICATION . _ D Ss . 1.38 S1 0.47 IMPORTANCE FACTOR _ 1.50 SEISMIC DESIGN R VALUES TRANSFER BUILDING EAST —WEST STEEL ORDINARY MOMENT FRAMES 3.5 NORTH —SOUTH STEEL SPECIAL CONCENTRICALLY BRACED FRAMES _ 6.0 ISO BUILDING STEEL SPECIAL CONCENTRICALLY BRACED FRAMES 6.0 SOUTH SCALE FACILITY BUILDING LIGHT FRAMED SHEATHED SHEARWALLS 6.5 RECYCUNG BUILDING EAST —WEST STEEL ORDINARY MOMENT RESISTING FRAMES . 3.5 NORTH —SOUTH LIGHT FRAMED SHEATHED SHEARWALLS 6.5 3. GEOTECHNICAL REPORT: PREPARED BY: HWA GEOSCIENCES INC TITLE: FINAL GEOTECHNICAL REPORT BOW LAKE RECYCLING & TRANSFER STATION KING COUNTY SOLID WASTE DMSION HWA JOB NO. 2003 - 008 -21 DATED AUGUST 28, 2008 SUPPLEMENTAL HWA REPORTS, FINAL SLOPE STABILITY REPORT AUGUST 28, 2008 ANAL GEOTECHNICAL . REPORT SLOPE PIPEUNES AUGUST 28, 2008 STRUCTURAL CONCRETE AND REINFORCEMENT: A. CONCRETE MIX DESIGN — STRUCTURAL CONCRETE (LINO) 28 DAY STRENGTH 4000 PSI RECEIVING AND NPA FLOORS ... 6000 PSI W/C RATIO 0,38 MAX NOMINAL. MAX SIZE AGGREGRATE 1 1/2" (MEMBERS OVER 12' IN SIZE) NOMINAL MAX SIZE AGGREGRATE (MEMBERS LESS THAN 12" IN SIZE). SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS B. REINFORCING STEEL: ASTM A615 GRADE 60 DEFORMED BARS. C. LAP SPLICES NOT SHOWN MAY BE REQUIRED BECAUSE OF BAR LENGTH OR CONSTRUCTABILUY. D. REINFORCING BAR HOOKS AND BENDS SHALL CONFORM TO THE REQUIREMENTS OF THE ACI BUILDING CODE (ICI 318 -05). E. UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE MINIMUM DEVELOPMENT LENGTH AND 'ANNUM LENGTH OF LAP FOR SPUCING PARALLEL BARS SHALL BE AS SHOWN IN THE TAKE BELOW. WHEN BARS ARE DIFFERENT SIZES, THE LAP LENGTH SHALL BE GOVVFRNED BY THE SMALLER DIAMETER BAR. SUE aEVELOPMENt MGM ("0 WWII OF NAP MICE PM 10 OTHER OARS MP OARS OIHER OARS TOP OARS 14" 18' 18' 24' __f3 14 19' 24' 25 • 32' t5 24' 31' 31' 44' 18 28' 3r 3r or 17 41' 54 54' 70" A 48" 62" 62" 80' 19 53" 69" 69' 90 110 59' 77' 77' 100' 111 _ 55' 85' 85' 110' TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE 11HAN 12* OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. (HORZ WALL BARS ARE NOT CONSIDERED TOP BARS) F. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE ON THE DRAWINGS: TRANSFER STATION TIPPING FLOOR: 4" CONCRETE CAST AGAINST ROCK OR EARTH: 3 INCHES CONCRETE EXPOSED TO EARTH, WEATHER OR WATER: #6 AND LARGER: 2 INCHES 15 AND SMALLER: 1 1/2 INCHES CONCRETE NOT EXPOSED TO WEATHER OR SOIL SLABS, WALLS, JOISTS: 3/4 INCHES BEAMS, COLUMNS: 1 1/2 INCHES PUSH WALLS: 3" (PUSH SIDE) G. CHAMFER EXPOSED CORNERS 3/4' UNLESS NOTED 'OTHERWISE. H. THE FIRST AND LAST BARS IN WALLS AND SLABS, STIRRUPS IN BEAMS AM TIES IN COLUMNS ARE TO START NC END AT A MAXIMUM OF ONE—HALF OF THE ADJACENT BAR SPICING, UNO. I. REINFORCEMENT INDICATED AS A DOWEL (DWL) SHALL BE HOOKED INTO THE WALL OR SLAB SHOWN. HOOK SHALL BE LOCATED AT SAME DEPTH AS BOTTOM REINF (SLAB) OR FAR WALL REIN UNLESS NOTED OTHERWISE. 5. STRUCTURAL AND MISCELLANEOUS STEEL: A. STRUCTURAL. STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS NOTED OTHERWISE: PLATE AND BAR ASTM A36 WIDE FLANGE SHAPES . ASTM A992 ARMOR PLATE ASTM A514 GRADE 5 HSS TUBES, SQUARE AND RECTANGULAR ASTM A500, GR B STEEL PIPE ASTM A53, TYPE E OR S, GR B CHANNELS, ANGLES ASTM A36 STAINLESS STEEL ASTM A 276, TYPE 304 OR 316 BOLTS ASTM A325 OR A307, AS REQUIRED DESIGNED i RML DRAWN Rt.M C 1/8/10 1 . MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 1/8/10 IKS KRH RESPONSE • TO CITY OF TUKWILA CORRECTION LETTER 41 VERIFY SCALE B A 11/17/09 in KRH ISSUED FOR FINAL INTER — DISCIPLINARY REVIEW BAR IS ONE INCH ON "0' ANSI DRAWING 0 111111111111111111111111 1 " REV DATE CHK`D APP'D --'- REVISION DESCRIPTION 8. WADED STUD WELDS ARE NOT CALLED OUT ON DRAWINGS. HEADED STUDS SHALL BE BUTT WELDED USING HEADED STUD MANUFACTURER'S STUD WELDING EQUIPMENT. 6. WOOD PLYWOOD SHEATHING SHALL BE GRADE C —D, EXTERIOR GWE OR STRUCTURAL II, EXTERIOR GWE IN CONFORMANCE WITH DOC PS 1 OR DOC PS2. PROTECT SHEATHING FROM WATER DAMAGE WHILE STORED AT JOB SITE, UNLESS NOTED OTHERWISE ON THE DRAWING, TYPICAL PLYWOOD SHEATHING SHALL BE AS FOLLOWS: WALL SHEATHING SHALL BE 15/32' WITH PANEL INDEX 32/16. CONNECTORS REFERRED TO BY LETTERS OR NUMBERS REFER TO 'STRONG —TIE' PRODUCTS MANUFACTURED BY SIMPSON COMPANY, OR EQUIVALENT. 7. SPECIAL INSPECTION 9. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1704, DRAWING S012, AND THE PROJECT SPECIFICATIONS. THESE INSPECTIONS WILL BE PERFORMED BY KING COUNTY PERSONNEL., QUALIFIED TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. THE Lsa PROJECT REPRESENTATWE WILL INSPECTION REPORTS AND TE SIGNED REPORT FOR THE INSP COLD — FORMED METAL F AMIN WELDING WELDER CERTIFICATION RESULTS, AS WELL AS A FINAL TED ITEMS. AMERICAN WELDING SOCIETY (AWS) 01.3 STRUCTURAL WELDING CODE —SHEET STEEL a WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) MATERIALS: 16 GAUGE (54 MILS) AND HEAVIER ASTM A1003, STUCTURAL QUAC.ITY (SQ), GRADE 50, TYPE H 16 GAUGE (43 MILS) AND STRUCTURAL QUALITY (SO), METAL DECK WELDING WELDER CERTIFICATION 11# , E 33, TYPE H AMERICAN WELDING SOCIETY (AWS) D1.3 STRUCTURAL WELDING CODE —SLEET STEEL AMERICAN WELDING SOCIETY ASSOCIATION OF BUILDING OFFICIALS (WABO) MATERIALS: METAL DECKING WITH G60 GAIN: ASTM A653, STRUCTURAL STEEL (SS), GRADE 33, MIN YIELD STRENGTH 39 KSI METAL DECKING MITI! G90 GALV: ASTM A653, STRUCTURAL. STEEL (SS), GRADE 80 POUR STOPS /ACCESORIES: MIN YIELD STRENGTH 33 KSI UNTOPPED DECK SHALL BE GALVANIZED TO ASTM A924 G90 WHERE DECK IS LEFT PERMANENTLY. EXPOSED. IN OTTER AREAS, GALVANIZED COATING SHALL BE GALVANIZED TO ASTM A924 G60. CONCRETE TOPPED DECKS SHALL BE GALVANIZED TO ASTM A653 660. 10. OPEN WEB STEEL JOIST OPEN WEB STEEL JOIST SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE. JOIST SHALL BE SUPPLIED WITH THE PROPER CEI.ING EXTENSIONS, BRACING AND BRIDGING TO PROVIDE LATERAL STABILITY OF *1.1. JOIST TO COMPLY WITH THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE AND OSHA. km King County Department of Natural Resources and Parks Solid Waste Division REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 0 2010 City of Tukwila BUILDING DIVISION An SAIC Company SITE RETAINING WALL NOTES: RETAINING WALL DESIGN CRITERIA: IBC SITE CL ASSN:ICATION D. SOIL SEISMIC LOAD BASED ON 1/2 OF PEAK GROUND ACCELERATION (PGA) OF 0.326, 10% EXCEEDANCE IN 50 YEARS. 2. RETAINING WALL LOADS: SEE LOAD DIAGRAMS THIS SHEET FOR SOIL AND LIVE LOADS ON RETAINING WALLS. 3. STABILITY CRITERIA: SOIL SEISMIC LOAD CASE NORMAL UNUSUAL SEISMIC RESULTANT LOCATION MID 1/3 MID 1/2 WITHIN BASE NORMAL LOAD CASE: UNUSUAL LOAD CASE: SEISMIC LOAD CASE: SURCHARGE FS SLIDING 1.50 1.33 1.10 DEAD LOADS (SOIL . + CONCRETE), SOIL STATIC LATERAL LOAD (ACTIVE), LATERAL, SURCHARGE LOADS SNOW LOADS, WIND LOADS, LIVE (VEHICLE IMPACT) LOADS DEAD LOADS (SOU. + CONCRETE), SOIL STATIC LATERAL LOAD (ACTIVE), SOIL SEISMIC, LATERAL LOAD ACCELERATION OF STRUCTURE MASS (0.416) SOIL ACTIVE VEHCL E IMPACT 1000 LB /n- OVER ;1, csi 6.5H PSF 70 PSF 35 PCF SOIL WT t30• PCF 1 CONC MASS SEISMIC = 0.416 &\ \°'.\\. SUDING COEF FRICTION 0.45 MAX ALLOWABLE BEARING 3000 PSF,, WALLS G, K, L 5000 PSF, WALLS H, J LOAD DIAGRAM - RETAINING WALLS G•M,J,KL SCALE: NTS b 09, 67_ REVIEWED CWA Consultants, PS R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACIUTIES CONTRACT STRUCTURAL NOTES PROJECT NuMECIt COa405C09 5141. OF 150 819 DRAWING RIOT SO 1 ISSUED FOR CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION IBC TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD ° IBC REFERENCE 1. MATERIAL VERIFICATION OF HIGH - STRENGTH BOLTS, NUTS AND WASHERS: - x ACI 318: CH. 4, 5.2 -5.4 1904.2.2, 1913.2, 1913.3 a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. - X APPLICABLE ASTM MATERIAL SPECIFICATIONS; AISC 360, SECTION A3.3 - b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQD - X - - 2. INSPECTION OF HIGH- STRENGTH BOLTING: IBC 1704.4 _ - C 172 ASTM C 31 ACI 318: 5.6, 5.8 1913.10 a. SNUG -TIGHT CONNECTIONS. r - X ACI 318: 5.9, 5.10 1704.3.3 b. PRETENSIONED CONNECTIONS X X AISC 360, SECTION M2.5 c. SUP-CRITICAL CONNECTIONS. X X / ACI 318: 6.1.1 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. - - ASTM A 6 OR ASTM A 568 1708.4 b. MANUFACTURERS' CERTIFIED MILL TEST REPORTS. - - ASTM A 6 OR ASTM A 568 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. - - AISC 360, SECTION A3.5 - b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQD - - - - 5. INSPECTION OF WELDING: a. STRUCTURAL STEEL: - - 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X - AWS 01.1 1704.3.1 2) MULTIPASS FILLET WELDS. X - 3) SINGLE -PASS FILLET WELDS > 5/16" X - 4 SINGLE -PASS FILLET WELDS S 5 16" - 5) COMPLETE JOINT PENETRATION WELDS OF BASE MATERIAL 1.5" AND THICKER X - AWS D1.1 1708.4 6) WELDING STUDS - X AWS 01.3 - 7) WELDED SHEET STEEL FOR COLD - FORMED STEEL FRAMING MEMBERS SUCH AS STUDS AND JOISTS X 8) FLOOR AND ROOF DECK WELDS - X b. REINFORCING STEEL: - - AWS D1.4 ACI318:3.5.2 _ 1) VERIFICATION OF WELDABtLITY OF REINFORCING STEEL OTHER THAN ASTM A 706. - X 2) REINFORCING STEEL - RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. . X - 3) SHEAR REINFORCEMENT. X - 4) OTHER REINFORCING STEEL. - X 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: a. DETAILS SUCH AS BRACING AND STIFFENING. b. MEMBER LOCATIONS. c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. - - - X - - - 1704.3.2 a. WHERE APPLICABLE, SEE ALSO SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. DESIGNED M. LEONARD IBC TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD ° IBC REFERENCE 1. VERIFYING USE OF REQUIRED DESIGN MIX. - x ACI 318: CH. 4, 5.2 -5.4 1904.2.2, 1913.2, 1913.3 2. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT. - X ACI 318: 3.5, 7.1 -7.7 1913.4 3. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH IBC TABLE 1704.3, ITEM 5b. - - AWS D1.4, AC1 318: 3.5.2 - 4. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. IBC 1704.4 _ - C 172 ASTM C 31 ACI 318: 5.6, 5.8 1913.10 5. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X - ACI 318: 5.9, 5.10 1913.6, 1913.7, 1913.8 6. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. - X ACt 318: 5.11 -5.13 1913.9 7. INSPECT FORMWORK FOR SHAPE, LOCATIONS AND DIMENSIONS OF THE CONCRETE MEMBER BONG FORMED _ X ACI 318: 6.1.1 - a. WHERE APPLICABLE, SEE ALSO SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. REQUIRED VERIFICATION AND INSPECTION OF MANUFACTURED MATERIALS AND SYSTEMS MATERIALS VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES OTHER ADHESIVE ANCHORS X - HILTI HY 150 ADHESIVE, OR EQUIVALENT IBC 1704.13.3; ICC ER 5193 OR EQUIVALENT X - HILTI RE 500 ADHESIVE, OR EQUIVALENT IBC 1704.13.3; ICC ER 1682 OR EQUIVALENT EXPANSION ANCHORS X - HILTI KWIK BOLT TZ IBC 1704.13.3 ICC ESR -1917 REQUIRED VERIFICATION AND INSPECTION OF FRAMING STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES COLD- FORMED METAL FRAMING SHEARWALL FRAMING AND FASTENING - X - IBC 1704.4 PLYWOOD ROOF DIAPHRAGM FASTENING - X - IBC 1704.4 FASTENING OF STRUTS, HOLDOWNS, STRAPS AND BLOCKING THAT ARE PART OF THE SEISMIC RESISTING SYSTEM - X - IBC 1704.4 IBC TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND INSPECTION CONTINUOUS PERIODICa 1. VERIFY PILE MATERIALS, SIZES AND LENGTHS COMPLY WITH THE REQUIREMENTS. IBC REFERENCE 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. - X - IBC 1704.7 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. - X X 3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS. -- X - 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL X - 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. - X a. SOIL SPECIAL INSPECTION IS NOT REQUIRED DURING PLACEMENT OF CONTROLLED FILL HAVING A TOTAL DEPTH OF 12 INCHES OR LESS. IBC TABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS VERIFICATION AND INSPECTION CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED 1. VERIFY PILE MATERIALS, SIZES AND LENGTHS COMPLY WITH THE REQUIREMENTS. X - 2. DETERMINE CAPACITIES OF TEST PILES AND CONDUCT ADDITIONAL LOAD TESTS, AS REQUIRED. X - 3. OBSERVE DRIVING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH PILE. X - 4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, RECORD TIP AND BUTT ELEVATIONS. X - 5. FOR CONCRETE PILES AND CONCRETE -FILLED PILES, PERFORM ADDITIONAL. INSPECTIONS IN ACCORDANCE WITH SECTION 1704.4. - - 6. FOR AUGERED UNCASED PILES AND CAISSON PILES, PERFORM INSPECTIONS IN ACCORDANCE WtTH SECTION 1704.9. - - OTHER QUALITY ASSURANCE STRUCTURAL OBSERVATION BY ENGINEER -OF- RECORD PERIODIC IBC 1709 CONTRACTOR'S STATEMENT OF RESPONSIBILITY - IBC 1706 REVIEWED FOR CODE COMPLIANCE APPROVED AUb202010 City of Tukwila BUILDING DIVISION q%- Pari-P By: Date: REVIEWED CWA Consultants, PS OFtAWN `1 S. HESS VERIFY SCALE c 1/08/10 MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION B 12/23/09 RESPONSE TO CITY OF TUKWILA CORRECTION LETTER #1 BAR IS ONE INCH ON ANSI 'b" DRAWING /- 1q `iv7O 1" REV A 7/31/09 ISSUED FOR CITY OF TUKWILA PERMITS DATE CHK'D APP.!) REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division M L A Engineering, plIc 1424 Fourth Ave, Suite 815 Seattle, Washington 98101 206.264.2721 206.264.4835 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACILITIES CONTRACT STRUCTURAL QUAUTY ASSURANCE t PROJECT NUMEIEFt C00405C09 SHT. of 151 619 S012 1- 800 - 424 -5555 0 0 w CALL 48 HOU 0 V Z 0 0 0 Z 1 0 J 0 U 0 u_ cn ° J� LAPPED SPUCE + b LIPPED SPUCE + b OFFSET 3* TO 8* OFFSET GREATER THAN 8" - UNRESTRICTED MEMBER THICKNESS Ld Jr• • ... . :. ..., ,. i . Ld Id 90' HOOK OFFSET GREATER THAN 8" - RESTRICTED MEMBER THICKNESS REINFORCEMENT ARRANGEMENT AT OFFSETS NO SCALE RESTRICTED MEMBER THICKNESS REINFORCEMENT AT CORNERS- DOUBLE CURTAIN NO SCALE CORNER BARS TO MATCH HORIZ. REN+11 ADDfONAL VERT. BARS CORNER BARS TO MATCH CROSS WALL fTG HORIZ. RENJF. (ALT. HOOKS) •d 4q. WACROSS /FTG. SINGLE CURTAIN REINFORCEMENT AT CORNERS- SINGLE CURTAIN tta. cam BM LD Lu Na scup EXTRA BARS SEE NOTE 3 1.3 Id PROVIDE STD HOOK WHERE STRAIGHT EXTENSION CANNOT BE OBTAINED 3* TYP TWO CORNER BARS, TYP PLACE INSIDE OF FACE REINFORCEMENT Q OPENING ROUND OPENING DaRAB.s.N. OPENING ORIENTATION OF MAIN WAIL REINFORCEMENT 4 -15 DIAGONALS FOR EACH CURTAIN OF REINFORCEMENT EXTRA REINFORCEMENT REQUIRED FOR OPENINGS 8'4 OR LARGER Id 1.3 . 113 Id . SAME SIZE AS EXTRA BARS 5 I� f CONCRETE COVER I DISTANCE i, 4 TYP " 44 T!P " 1.3 Ld RECTANGULAR OPENING REINFORCEMENT ARRANGEMENT MOUND OPENINGS NOTES: 1. THIS DETAIL USED FOR OPENINGS NOT OTHERWISE DETAILED. EXTRA REQ'D REINFORCEMENT REQ'D FOR EITHER SIDE GREATER THAN 8" 2. OMIT CORNER BARS AT SIDES OF OPENINGS ADJACENT TO FLOORS, WALLS OR BEAMS. Ld IS DEVELOPMENT LENGTH. 3. AREA OF EXTRA BARS ON EACH SIDE„ T & 8, OF OPENING SHALL EQUAL AT LEAST 50% OF THE AREA OF THE BARS INTERRUPTED BY THE OPENING BUT NOT LESS THAN 2 - #5. REINFORCEMENT ARRANGEMENT AROUND OPENINGS NO SCALE BOLT PROJECTION SEE METAL BLDG BOLT SIZE 1/2" 5/8" 3/4" 7/8" 1" 1 1/4' ci a • f , a: EMBEDMENT MATERIAL DEPTH GRADE 6' 36 8" 36 1' -0" 36 1' -6" 2' -O" 2► -6' 36 36 55 w t PL 1/4 * EBEDMENT DEPTHS ARE MINIMUM- UNLESS NOTED OTHERWISE ON DRAWINGS. • ANCHOR BOLTS SHALL BE ASTM F1554 GRADE NOTED GALVANIZED UNLESS NOTED OTHERWISE ON DRAWINGS. DOUBLE NUTS BASE PLATE 4"m TYPAL TRANA SFERITSO BUILDING FRAME ANCHOR BOLTS NO SCALE .:" , A , . RUL . DR�wN RIM all C IIIIII 1/8/10 IKS KRH MODIFICATIONS SUBSEQUENT TO PERMIT APPLICATION 1/8/10 IKS KRH . RESPONSE To CITY OF TUKWILA CORRECTION LETTER 11 VERIFY SCALE 8 BAR IS ONE INCH ON "D" A 11/17/09 IKS KRH ISSUED FOR FINAL INTER— DISCIPUNARY REVIEW ANSI DRAWING 0 MMIIIIIIIIIII811 " REV DATE CHK'D APP'D REVISION DESCRIPTION cEOhxntE DRAINAGE MAT --\\ rm GEOTa EXTILE LAP -\11 -0' GEOTEXTLE (' TYPE B -- c BOLT SIZE 3/8" 1/2' 5/8" 3/4' 7/8" 10 1 1/8" 1 1/4' 1 1/1" King County Department of Natural Resources and Parks Solid Waste Division 4 4 GRAVEL BACKF1LL FOR DRAINS R 4" PVC SCH . • 4S 040. PERF PIPE ' '/\ \//\>YA DETAIL FOOTING DRAIN SCALE: 1' =1' -O" DETAIL 1 DBEIEWED R COMPLIANCE APPROVED AUG 2 0 2010 City of Tukwila LOCATE TOP enIVILDING DIVI.41(Mi DIRECTi.Y OVER BOT BARS TYPICAL BEAM LAYERED REINFORCEMENT NO SCALE 4* 5" 7" 8" 9* 100 12' 13' 15" TYPICAL NO SCALE • EMBEDMENT DEPTHS ARE MINIMUM UNLESS NOTED OTHERWISE ON DRAWINGS. ANCHOR BOLTS SHALL BE A307 GALVANIZED UNLESS NOTED OTHERWISE ON DRAWINGS. • ANCHOR BOLTS SHALL BE EXPANSION AB OR ADHESIVE AB AS CALLED OUT ON DRAWINGS, IF NOT CALLED OUT MAY BE-EITHER. • WHEN EMBEDMENT DEPTH EXCEEDS THE THICKNESS OF SOLID CONCRETE OVER METAL DECKING FLUTES, USE THRU BOLT DETAIL DRILLED IN ANCHOR BOLTS An SAIC Company R.W. Beck, Inc, 1001 Fourth Avenue, Suite 2500 Seattle; WA 98154 -1004 • (2 06) 695 -4700 DETAIL STEM WALE. (FOR HORIZONTAL PENETRATION) OR WALL FOOTING (FOR VERTICAL. PENETRATION) 40 DIA SCH 80 PVC FOOTING DRAIN CONNECTION TO STORM DRAIN, ADJAIST REBAR LOCATIONS AS NECESSARY FOR PLACEMENT NOTE: 1, FOR VERTICAL PENETRATIONS, USE SCH 80 PVC BELOW FOOTNG AND MAINTAIN 6" MINIMUM KCAL CLEARANCE BETWEEN PIPE AND FOOTING BOTTOM. FOOTING DRAIN WALL PENETRATION SCALE: 1' =1' -O" IF EMBEDMENT DEPTH IS LESS THAN CONCRETE THICKNESS, USE DRILLED --IN OPTION. 1 0 . 1 2 l"=1.-OW Imirtmwm Scale Feet 102.•■•■- 12" 9" 6" .3' 0 . 1 1- 1/2 " -1' -Ox Stole Feet BOW LAKE RECYCLING AND TRANSFER STATION SITE EACILtTIES CONTRAWEV1EWED CVVA Consultants, PS BT STANDARD STRUCT c mem PROJECT NUMIOEfb C00405C09 S aF 152 .619 S013 SSUED FOR CITY OF TUKWILA PERMITS -NOT FOR CONSTRUCTION Foci lities\F.S01 4—Standard .Structural D.toils.dwy WALL 'CONTRO u CONS- lRICT1tN JOI N T TAY SCALE: NTS 3/8"x2" FORMED ; OR SAW CUT NOTCH.:'W /SQUARE EDGES, FILL w,EPDXY JOINT FLIER SECOND POUR . FEST POUR CUM) TOOLED 1/8* RAD JEINQUILEMB 1/2 "x2" JOINT FILLER RWP, 4 GALV DOWEL ;MONOLITHIC POUR 3%8 x.1 1/2' .FORMED OR SAW CUT NOTCH W /SQUARE EDGES, nu_ W /EPDXY JOINT FILLER SIDE : MIMED SECOND POUR FIRST POUR-. EXPOS WALL CONTROL/CONSTRUCTION JOINT TYPE 2 (CTJW2) SCALE: NTS GALV •. -DOWEL 0 CTR wek.q SEPTE POURS • Q 3/8"x2" FORMED OR SAW' CUT NOTCH W /SQUARE:, EDGES, FILE W /EPDXY JOINT ;FULLER . GALV DOWEL O CTR f 4 C1•J W /ABmION - RESISTANT TOPPING CASE TRANSFER BUILDING TIPPING AND RECEIVING FLOOR CONTROL JOINTS (CTJSI) SCALE: NTS TOOLED 1/8" RAD 1/2'"x2" JOINT FILLER FLUSH W /SURFACE SEEMILIVIES CONTROL JOINT - SLAB ON GRADE JOINTS (CTJS2) SCALE: NTS 1/2» THICKxFULL CONC DEPTH JOINT FILLER 4 ' I - e4 • ISOLATION JOINT SCALE: NTS CONT fit 1 1/2* .CLR 5 • 4 "4 • • `.Q • •if CURB DIMENSIONS 14012 NOTE 1. USE SIM DETAIL 0 WIDENED CURBS AND 0 COLUMNS. TYPICAL CURB : DETAIL SCALE: NTS . Aczo WALL CONTROL JOINT TYPE 3. (CT.1W3) SCALE: ors 3/8x 1 1/2* FORMED OR SAW CUT NOTCH W /SQUARE EDGES, FILL W /EPDXY JOINT FILLER 2` :DEEP. SAWCUT IN INITIAL CONC- - POUR GALV DOWEL O CTR PREPARED SURFACE, SEE NOTE 3 REINFORCEMENT CON11N000S THROUGH JOINT UNFORMED CONSTRUCTION JOINT (CJ) SCALE: NTS DIM CALLED OUT ON PLAN 4012 EW T &B lk • L. All _ .�• • •_ TYPICAL EQUIPMENT PAD SCALE: NTS . CTJ W /HARD .TOPPING CASE 2 4. REBAR CONTINUOUS THROUGH JOINT KEY REVIEWED FOR - CODE COMPLIANCE APPROVED AUb202010 City oI Tukwila BUILDING DIVISION LAP LE TH , 4 • 4. 'x \T. \� FORMED. CONSTRUCTION JOINT (CJ) SCALE: NTS - - 14 DWL W/ STD HK, 5' MIN EMB TYPICAL RAISED PAD SCALE: NTS SECOND FAST : POUR //" xZ'::DEEP ICED .NOTCH 1 /BACKER ROD AND salmi. - TFtUCTIfi11 J 3/4 "x2' DEEP FORMED :NOTCH W /BACKER :ROD AND SEALANT 4. y 4 POUR WALL CONTROL JOINT TYPE 4`(CTJW4) SCALE: NTS GENERAL NOTES 1. DOWELS SHALL BE SMOOTH GALVANIZED A36 STEEL, 1" DIA x 18" 0 - 12" SPACING LONG CENTERED IN JOINT. APPLY BOND BREAKER TO ONE SIDE. DOWELS SHALL BE CAREFULLY • PLACED PERPENDICULAR TO FACE OF JOINT. 2. KEY SHALL BE 1 1/2* DEEP - x 3 1/2" LONG CONTINUOUS. PLACE 2 KEYS IN CONCRETE THICKNESS 18' OR GREATER. 3. CONSTRUCTION JOINTS SHALL. BE CLEANED AND . ROUGHENED IN ACCORDANCE WITH THE SPECIFICATIONS. THIS INCLUDES REMOVING WEAK .CONCRETE AND LAITANCE BY BLASTING OR CHIPPING. • IF BLASTING IS USED, THIS SHALL OCCUR WITHIN 48 HOURS OF CONCRETE PLACEMENT. . By' Date. REVIEWED CWA Consultants, PS DESIGNED RML DRAWN SL VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 . 11111111111111111111111111111 1 " REV 7/31/09 DATE. IKS KRH ISSUED FOR CITY OF TUKWILA • PERMITS CHK'D APP'D REVISION DESCRIPTION King bounty Department of Natural Resources and Parks Sold- .Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154.1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT STANDARD STRUCTURAL DETAILS C00405C09 SHT. OF: 152 615 DRAWING NUMER3t. S014 AO urd IDC 1 unau FOUNDATION EDGE OF FOOTING C75W2, TYP NPA LOADING DOCK SOUTH, NEAR FACE OF WALL FOOTING "D ANGLE POINT is EDGE .:_OF.. FOOTING i CTJS1, TYP CTJW2, TYP NPA LOADING DOCK NORTH, NEAR FACE OF WALL -0" P -UNE WALL SEE S135 20-UNE SEE S135 18' -11" TOP OF : WALL C7JS1:• 0 36' MAX SPACING, ALIGN WITH :P ALL JOINTS CTJW2 0 12' VERTICAL ANGLE . POINT 7 11,-9" TO' ANGLE POINT GENERAL NOTES 1 ALt CONCRETE THIS DWG SHAD. BE • CLASS . 4000. FINAL GRADE, .7- BEHIND 27Q FINAL GRADE, NEAR- S - EL 275.20 N 20 -LINE P -LINE WALL 280 260 CTJS1 0 35) MAX SPACING. ALIGN WITH WALL JOINTS CTJW2 0 12' MAX, TYP 17 WALL SECTION A WALL CORNER e STAIR WALL -- ELEVATION NPA LOADING DOCK NORTH WALL SCALE: 3/16" = 1' -0" WALL SECTION B REVIEWED FOR CODE COMPLIANCE APPROVED AUti 2 0 2010 City of Tukwila BUILDING DIVISIfM TOP OF WALL FINAL GRADE, — _ — — /i!N D FINAL GRADE, NEAR SIDE 31'_0" 1' -1 0° TO ANGLE POINT EL 277.84 LUMINAIRE FOUNDATION Slit STAIR 4, BEHIND ELEVATION NPA LOADING DOCK SOUTH WALL SCALE: 3/16" = 1' -O" bD.9 - -_ 16�- By: Date: REVIEWED CWA Consultants, PS 2 0 2 3/16"- 0" EL 275.88 EL "> 270.98 10 12 14 1111111111111111111 1111111111111111111111 IIIMMININ11111111111 Scale Feet 5 0 5 10 15 20 1/8" =1' -0" Scale Feet a DESIGNED RML DRAWN RLM VERIFY SCALE BAR IS ONE INCH ON ANSI °D" DRAWING 01111111111111111111111111111" 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 11111EEK if R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 981541004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT NPA LOADING DOCK RETAINING WALLS C00405C09 195 1_onn_AoA __CKCR LL AA 1-1111 IPS Pt 2 c C.: Z c c C 2 IX 0 LL 0 0 0 LL.. 615 W co DRAWING NUMBEIt S140 #708 STD liK 111111111107 rid& 280 270 SECTION SCALE: 1/2* = /5012 SECTION SCALE: 1/2* = ref/ffliffffifferZAA 280 SECTION SCALE: 1/2* = 1 '-0* NPA LOADING DOCK SOUTH WALL • #6012 VERT STAR WALL • #7012 DWL 42 [AP VARIES 1708 HK TOE—‘ • • REVIEWED FOR CODE COMPLIANCE APPROVED AU( 2 0 2010 eityoffulaila BUILDING DIVISION ••••••■•■■••••••••••••• #5012 #5012 HMA .PAVEMENT /1".—Arre • 17 ANCHOR BOLT (4) SEE NOTE THIS DWG REVEAL WALL REINF #4 TIES08 • • SECTION SCALE: 1/2* = 1 —0* r-o* 4 •1/4 • • 4 • EL VARIES 4 4 14 4 4 .111111•■•■•■■■ 4 4 4 4. • .4 4 • • • eel SECTION SCALE: 3/4* = #5000RNERS NOTE: ANCHOR BOLTS SHALL BE A307 GALVINIZED 1 1/4* DIA, 42* TOTAL LENGTH wrm 5 1/4* PROJECTION. ANCHOR BOLTS SHALL HAVE A HEX HEAD OR NUTS AT THE BO1TOM. INCORPORATE A RIGID TEMPLATE AT THE BASE AND AT THE TOP OF BOLTS TO ASSURE PROPER BOLT SPACING AND. LOCATION. boct, I b2-- REVIEWED CWA Consultants, PS BY Date. 1 0 1/2*=1'-0* Scale 1 3/4"=1'-01* Scale 1 2 3 4 5 •••••11111.• 111140•11111MN• limo•••••• •••••••••• 0 2 Feet 3 MUM IMMO 11111•11•11111•3•111 1111111EMININIII■••■ 9-4t DESIGNED RML ORAWN JRC VERIFY SCALE BAR IS ONE INCH ON ANSI *D. DRAWING OE 1" A 7/31/09 REV • DATE IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS CHIeD APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILMES CONTRACT NPA LOADING DOCK RETAINING WALLS Feet PROJECT NUMBER: C00405C09 SHT. Of 196 615 DRAWING HUMBER: S141 gggg 8 .st 0 .2 8 3 .0 _Oa • _ n 1 2 SECTION 35, TOWNSHIP 23N, RANGE 4E WALL END N 1,947,005.33 E 15,426,227.47 ISOLATION JOINT 280 270 260 _ ANGLE POINT, CURVE END N 1,947,103.35 E 15,426,256.71 TIRE WASH /RAIN WATER VAULT, SEE DWG M172 EL 276.21 E 264.10 19, -0' EL ,276.52 PLAN SCALE: 1/8» -- 1' -0' CTJW2 ® 36' -0» MAX SPACING, TYP CTJW3 0 12' —D" MAX SPACING, TYP • REVEAL TOP OF WALL FINAL GRADE, BEHIND REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 0 2010 City of Tukwila BUILDING DIVISION 31'-0" TOP OF WALL TAPER EL 275.92 — ELEVATION FOOTING VERT ANGLE POINT SCALE: 1/8" = 1' -0» EXIST GRADE REVEAL :...'y, •S. -o» GENERAL NOTES 1. NORTHMIGS AND EASTINGS MEASURED AT NEAR FACE OF WALL. 2. ALL CONCRETE THIS DWG SHALL BE CLASS 4000. 3. . CONTRACTOR OPTION TO PROVIDE FULL HEIGHT DOWELS: 4. ALIGN SLAB JOINTS WITH WALL JOINTS AS SHOWN IN PLAN. TOP OF WALL EL VARIES, 1SEE ELEVATION #7012 VERT 2 CLR #5012 HORZ 2" CLR #5012 VERT #5012 DWL, 32* OP SEE NOTE 4 -6" TEMP CONSTRUCTION EXCAVATION FINAL GRADE, NEAR FACE BOTTOM OF FOOTING tei . •'- o ' s 1 waeir t ♦ i w a p��♦ li- p• �r T+♦ • .. ii w 111 *ad" s s 1 ♦ • veawl• ?iA .� . BOTTOM OF FOOTING EL VARIES, ATION EL 273.81 EL 26723 SECTION SCALE: 1/2' = 1' -0" 15" CSBC #5012 HK TOE .#5012 e By Date REVIEWED CWA Consultants, PS 5 0 5 10 15 20 1/8"=1'-0* Scale Feet 1 0 1 2 3 4 5 1/2 " =1' -0' Scale Feet 9 -if-c4' DESIGNED LMG DRAWN ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Site 2500 Seattle, WA 98154-1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT RETAINING WALL G PRCUECY NUMBER: C00405C09 SHY. OF: 298 615 DRAWING NUMBER: S501 tr. Lr LC; 1 c cc 1 0 C LL w C1? 280 270 260 250 240 4T12* a M-LINE WALL FOOTING STEM 31V 'V 906 -STOP. M-UNE MOMENT FRAME FOOTING FOO ANGLE' -P0114T:1 . . EDGE 0F FOOTING 1Zr:01Pi • 0A0140;1YR: :00. • fj.kLIGN. AVALLJOINTS •1706 TOP CTJS1, TYP j7012 :TOP FAR FACE OF WALL 7' 0 -12TOP EDGE- OF FOOTING FOOTING ANGLE POINT NEAR FACE- OF WALL -- FUELING FACILITY SLAB M-UNE WALL MAINE _WALL-FOOTING t ■•••■■•••••■■■■••.■••■■•...., 1 . 2.76.70 EL 276.46 PLAN SCALE: 3/16" = 1`-0" REVEAL TOP OF WALL FINAL GRADE, BEHIND 4. REVEAL EL 264.82 S119 REVEAL EL 253.54 CTJW2 0 121-0" • MAX SPACING, TYP .UNO (D. 4. .4 6 • L 260.00 #9012• FF #9012 FF /\ EL Z47.10 #906 DWL, 70" LAP 259.00 8012 FF j8012 FF #806 DWL, 62* LAP EL • 246:75 17012 FF #7012 DWL, 54* LAP EL 247.25 #7012 FF EXISTING GRADE EL 253.26 ;EL TOP OF FOOTING AND FINAL GRADE, NEAR SIDE BOTTOM OF FOOTING . • . DESIGNED ELEVATION SCALE: 3/16" = GRAVEL BORROW GENERAL NOTES 1. Alt. CONCRETE, THIS DWG, SHALI. BE CLASS 400D. 2. EXPOSED CONCRETE SHALL BE SMOOTH FORM FINISH. REVEAL •SEE ELEVATION FOR REINFORCEMENT c SEE PLAN FOR — REINFORCEMENT • DWL, SEE ELEVATION 15012 T&B VARIES. SEE .PLAN Ns - #6012 REVIEWED FOR CODE COMPLIANCE APPROVED AUb 2 0 2010 City of Tukwila BUILDING DIVISION, o t PROFILE SCALE: 3/8" = 1P-0" By: Date: 2 0 2 4 6 8 10 12 14 3/16"=1'--0 Scale Feet 1 0 1 2 3 4 5 6 7 3/8"=1*-0* Scale Feet REVIEWED CWA Consultants, PS LMG DRAWN CEW VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 1" lwame A 7/31/09 tKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 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 RETAINING WALL H PRO NUMBER: C00405C09 SW. OF: 299 615 DRAWING KRIM S502 1 ..RAA A..AAAA ILA PERMITS - NOT FOR CONSTRUCTION SSUED FOR CITY OF TU WALL END N:161,447.25 E:1,285,195.12 280 EL 270.75 7 EDGE OF FOOTING N:161,447.98 (1,285,189.67 ANGLE POINT • N161,456.42 E:1,285,196.35 11100*100111.10101001.11111.11.ami FOOTING ANGLE POINT N:161,501.02 FOOTING ANGLE POINT E1,285,212.59 N:161,456.12 E1,285,197.82 FOOTING AMIE POINT N:161,500.38 E:1,285,198.23 ANGLE POINT Pi: 161,502.00 E:1,285,209.07 SECTION 35, TOWNSHIP 23N, RANGE 4E \/—CTJS2, TYP CTJS2 0 24' MAX SPACING ALIGN WITH WALL JOINTS EDGE OF FOOTING N:161)447.05 ,285,196.60 FAR FACE OF SIDA NEAR FACE OF STEM PLAN SCALE: 1/8N= 1*-0* WALL SECTION A WALL SECTION B 8 STEPS 0 6'-0" HORZ=48'-0" 6 STEPS 0 1'-6' VERT = STEPS 0 2'-3» T VERT = 260 250 6012 FF • —.—. 1 2 FF p�TrFF —Et. 265.00 j6012' FF TOP1-OF :WALL —174r-21r FINAL GRADE, BEHIND CTJW2012'' MAX. SPACING, 1 TYP #7012 FF —EL 262.00 STEPPED FouriNG, EL 254.00 iTYP\ EXISTING GRADE rm.* •■••■■■■■• EL 249.50 #706 DWL 54 LAP #706 DWL 54" LAP TOP OF FOOTING, •NEAR SIDE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 20 2010 City of Tukwila BUILDING DIVISION REvEAL ......*•■• ■•■.- REVEAL, EL 261.00 - • _« y - - • ^ ,• - ^ - • 0 1 GENERAL NOTES 1. ALL :CONCRETE, TH1S DWG, SHALL BE CLASS 4000. 2. EXPOSED CONCRETE SHALL BE SMOOTH FORM FINISH. —0" TOW EL VARIES /SEE ELEVATION BOTTOM OF FOOTING ELEVATION SCALE: 1/8" l'-0" a 4 .6 a 4 a 4 FINAL GRADE, NEAR SIDE OPTIONAL. SLOPED CONCRETE FOR MONOUTHIC CONCRETE POUR 4 4 1 1.5 N DETAIL STEPPED FOOTING SCALE 3/4"=1'-0* 5 1/8*=1'-0*- Scale 0 5 10 15 20 SIN MIN MD MO INN 61•11111111•1111•111111111111 Feet 2" CLR 1 1 1 1 0 1/2•=1*-0* Scale 1 2 3 4 5 NM= INIMIIII11111111111111 UMMINIMINno 1111=1•1•111111111111 Feet CONTINUOUS DRAIN MAT #6012 SEE ELEVATION FOR FF REINFORCEMENT #5012 EL 261.00 REVEAL 3/4 12 16012 DWL, 38' LAP SIM 4 • vt 4 15012 "V&Wifilif- VARIES '009 [(o2- = SECTION WALL SECTION A SCALE: 1/2»= 1' —0» 1 0 1 2 3 3/41'=1'-01* Gil!!!Siii!!!!!!!!!!!!!!‘il Scale Feet By: Date BOTTOM OF FOOTING EL VARIES SEE ELEVATION ED CWA C ants, PS DESIGNED RML DRAWN LMG VERIFY SCALE BAR IS ONE INCH ON IKS KRH ANSI "DR DRAWING 0 1 REV DATE CHICO APP'D A 7/31/09 ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESC RIP-110N King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT RETAINING WALL J PROJECT NUMBER: C00405C09 DRAWING NIAWIEft S503 1,-800424-5555 CALL 48 HOURS BEFORE YOU DIG At 8 S rx MATCH LINE SEE EDGE OF FOOTING SECTION 35, TOWNSHIP 23N, RANGE 4E CTJS2 0 24' -0' MAX SPAaIVG ALIGN • WITH WALL JOINTS. EDGE OF. WALE:_ `K FOOTING. RETAINING WALL K SEE S506 FAR FACE OF WALL tJ 2 280 0 ____________________ ___ ---2-- 01 EL 272.72 0 270 CO 17 012 FF #7 ®12 FF Jiii • _ EL 262.00 260. _M._._- - - E-- 250 NEAR FACE OF WALL EDGE OF FOOTING 117' -3" PLAN SCALE: 1 /8 " =1' -0" ANGLE POINT NI 61,737.78 £:1,285,309.38 77•_0" REVIEWED FOR CODE COMPLIANCE APPROVED Nub 2 0 2010 City of Tukwila BUILDING DIVISION TOP OF WALL CTJW2P 12' MAX SPACING, 1706 :DWL 54' LAP 7FIZ: Tff± Tw REVEAL., EL : 26.1.00 - ---- - -------------- _ BOTTOM -OF FOOTING TOP OF FOOTING FINAL. GRADE, NEAR SIDE . . . ELEVATION SCALE: 1 /8" =1' -0" EXISTING GRADE _.__._- _____— _— .______ _____..._ -_ �+tf. co in t GENERAL NOTES 1. ALL CONCRETE THIS DWG SHALL. BE CLASS 4000. 2. EXPOSED CONCRETE SHALL BE SMOOTH FORM FINISH. 3. PROVIDE CONSTANT SLOPES BETWEEN ANGLE POINTS. 1 /8' =1'-0 5 0 5 10 CWA Consultants, PS Scale Date: 15 20 Feet DESIGNED RML DRAWN LMG VERIFY SCALE BAR IS ONE INCH ON ANSI " D" DRAWING 01111111111111111111111111111" A 7/31/09 REV, DATE IKS KRH ISSUED FOR CITY Of TUKWIiA PERMITS CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division RI R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE .FACILJTIES CONTRACT RETAINING WALL J A PROJECT NUMBER: C00405C09 SHT OF: 301 1- 800. 424- 5555 L9 0 w ce 0 .L w co 0 co J J 0 P- o cc 0 0 OC 0 LL 1- 0 z 1 0) 111 0 LL 0 0 0 u. 615 w DRAWING NUMBER: S504 Pion and Profile.dwq EDGE OF RETAINING WALL K FOOTING 7- EDGE OF FOOTING FACE- OF RETAINING -STEM,: WALL:K FAR FACE OF WALL 4 -0 MAX SPACING ALIGN WITH WALL JOINTS CTJS2 TYP 10'-8" ANGLE POINT N:161,825.77 E:1,285,335.66 EL 270.43 Xa langlakillharsOluti7notaamssielawastasrmarsiessamm.aw to • —0_ 262.00 CO --EDGE OF FOOTING NEAR FACE OF WALL PLAN SCALE 1/8"=1*-0" 114'7_ CTJW2, WP ■1•1■111■■•••■•■••■••■••••••••• DOWELS FOR SITE STAIR "A" SEE S260 - /7012 FF /- TOP OF WALL 17012 FF 1706 DWL 54" LAP TOP OF •FOOTING CTJYI2012' MAX SPACING, 1YP MILESTONE 1 CTJW2 FINAL GRADE, NEAR SIDE DUSTING \- BOTTOM OF GRADE FOOTING '014.,..reANP FINAL GRADE, BEHIND 63'-1" EL 271.79 EL 271 79 •REVEAL REVEAL, EL 261.00 41.111=•■•••■•■■• 4 EL 268.34 ELEVATION SC.ALE: 1/8'1= 1' -0" WALL END EL 244,80 •WALL END N:161,950.34 E:1,285,372.84 REVIEWED FOR CODE COMPLIANCE APPROVED AU 20 2010 City of Tukwila BUILDING DIVISION SIDEWALK GENERAL NOTES 1. ALL CONCRETE THIS DWG SHALL BE CLASS 4000. 2. EXPOSED CONCRETE SHNI BE SMOOTH FORM FINISH. 3. PROVIDE CONSTANT SLOPES BETWEEN ANGLE POINTS. TOW a VARIES SEE ELEVATION /5012 15012 SEE ELEVATION FOR REINFORCEMENT 3 - GRAVEL BORROW- CONTINUOUS DRAIN MAT 12 CLR 16012 REVEAL SIM 2" CIR #6012 DWL, 38" LAP S-8". I-7 6 — 16012 T&B SECTION WALL SECTION B SCALE: 3/8"=1`-0" #6012 ccei 13P-0" [TRAILER YARD SLAB OR ASPHALT 801TOM OF FOOTING EL VARIES SEE ELEVATION REVIEWED CWA Consultants, PS By: Date: 5 1/Er=1,-0* Scale 0 5 10 15 20 Mt IMO NIB 11111111111111111111111111111111•11 MI 11111111111111 1 0 3/8'1=1.-0" Scale Feet 1 2 3 4 5 .6 7 Feet 'I -of DESIGNED RML DRAWN ABC • 4 VERIFY SCALE 8AR IS ONE INCH ON A 7/31/09 IKS KRH ANSI "D" DRAWING 0 1" REV DATE ,CHK'D APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division r 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 RETAINING WALL J PROJECI NUMBER: C00405C09 302 DRAWNC NUMBER: S505 1• CALL 48 HOURS BEFORE YOU DIG R= 121' -0" CENTER AT N :161,852:38 E:1285,19542 SECTION 35, TOWNSHIP 23N, RANGE 4E t LUMINAIRE CORBEL 1 74' —r CTJS2 0 36'-O" MAX SPACING ALIGNED WITH WALL JOINTS, TYP WALL END N :161,786.45 E:1,285,296.88 row- EDGE OF FOOTING FAR FACE OF WALL i ANGLE POINT CURVE END N:161)318.00 E:1,285,311.43 EDGE OF FOOTING EL` 270.40 WALL . J EDGE OF FOOTING NEAR FACE OF WALL ANGLE POINT CURVE. END N:161,941.90 E1285,348.17 CTJW2 0 36' -0" MAX SPACING CTJW3 0 12' -O" MAX SPACING CTJW2, TYP -. • CTJW3. 1YP PLAN SCALE: 1/8" = 1' -O" aL 264.64 / FOOTING ANGLE POINT EL 264.78 3O' -9" TOP OF WALL EL VARIES, SEE ELEVATIONS X12 HORZ (5012 VERT 17012 VERT 2" CLR 4 BOT OF FOOTING EL VARIES, SEE ELEVATIONS SECTION 2' CLR 4► -6* 15012 4 4 X5012 HK TOE SCALE: 1/2* = 1' -0" 4 4 - s -15012 • T 4 a * I- LUMINAIRE CORBEL BEHIND r 56' -5' +/- MILESTONE 1 7-TOP OF WALL REVEAL FINAL GRADE, NEAR SIDE J BOTTOM OF FOOTING ELEVATION SCALE: 1/8" = 1' -0" CONCRETE SLAB, SEE S401 TFii _MADEEBEHIR — 4 dA d 4 4 4 4 4 I -O' FOOTING ANGLE POINT EL 262.02 ROLLED CURB AND GUTTER SEE TYPICAL ROAD SECTIONS �JJ /ii�l1JIAIfIL?0. M- 4 d 4 4 4 SECTION SCALE: 1/2* = 1' -0" d 4 d GRAVEL BORROW TEMPORARY. CONSTRUCTION EXCAVATION 21' -9" 2' -8. EL 271.76 EL 262.55 1' -3" I HK ANCHOR BOLTS, SEE NOTE 3 GENERAL NOTES 1. NORTHING AND EASTING .COORDINATES MEASURED AT NEAR FACE ` OF STEM WALL. 2. ALL CONCRETE THIS DWG SHALL BE CLASS 4000. 3. ANCHOR BOLTS SHALL BE . A307 GALVINIZED 1 1/4s DIA, 42* TOTAL LENGTH WffH 5 - :1/4" PROJECTION. ANCHOR BOLTS SHALL HAVE A HEX HEAD OR NUTS AT THE BOTTOM. INCORPORATE A :RIGID TEMPLATE AT THE BASE AND AT THE TOP 0F.801TS TO ASSURE PROPER BOLT SPACING AND LOCATION. REVIEWED FOR COMPLIANCE �ppV AUK 2 0 2010 City OfTukwila BUILDING nnnn�n.. BUILDING Dlvi.Sinm SECTION SCALE: 3/4* = 1' -0" 1 ' -8. 14 TIES SECTION SCALE: 3/4' - -0» 1/8" =1' -0" 5 0 5 10 15 20 Scale Feet 1 0 1 2 3 4 5 1/2"=1'-O" Scale Feet 1 3/4 "_ 1' -0" 0 1 2 3 MIME •1111111111111111111111•11011111•M MOO eon Scale Feet DESIGNED REAL DRAWN ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 111=11111111111111111111 A 7/31/09 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154 -1004 (206) 695 -4700 BOW LAKE RECYCLING AND TRANSFER STATION PROJECT NUMBER: SITE FACILMES CONTRACT R EV I EW E') CWA Consultants` PS SHi. OF: By: RETAINING WALL K Date: C00405C09 1. 800 -42d -5555 CALL 48 HOURS BEFORE YOU DIG 0 0) 0 ce 0 0 i ct sas w LL.. 615 DRAWING NUMBER: S506 and Profile.dwq 0 8 a R a MIMMEMMIM _ — CT;1S2G36' —O MAX SPACING EDGE OF FOOTING FAR FACE OF WALL LUMINAIRE CORBEL LUMINAIRE CORBEL ANGLE POIdT. 14:161,935.90 E:1,285.184.13 ANGLE POINT CURVE END N:161,788.41 E: 1,285,167.62 ANGLE POINT CURVE END N:161,812.26 E :1;285,167.28 EDGE OF FOOTING N:161,968.85 £ 1,285,204.12 EAR ; FACE OF EDGC OF FOOTING R= 92' -0" CENTER AT: 14:161;801.62 E:1,285,258.66 WALL END N:161,785.35 E 1,285,188.30 36' -0" #5012 FF GENERAL NOTES 1. ALL CONCRETE THIS DWG SHALL BE CLASS 4000. 2. ALL EXPOSED CONCRETE SHALL : BE . SMOOTH FORM FINISH. FACE . OF SPA; WEST WALE, _SEE: S142 L PLAN SCALE 1/8"=1' —0* 16®12 FF WALL END 14:161,967.15 E:1,285,209.84 54' -1" 17012 FF 980 270.42 rt 56' -9" 26 &.67 ANGLE POINT VERT ANGLE POINT 7 TOP OF WALL FINAL GRADE, BEHIND _y_c r z iAA)LSPAC� GRAVEL BORROW SIDEWALK SEE ELEVATION FOR VERT REINF i 1 TOP OF WALL EL VARIES, SEE ELEVATION 2" CLR /5)12 HORZ 2w CLR 5012 VERT --- CONTINUOUS . -- ._ - GEOTEXTILE — — GRAIN MAT 1 . — 4 -6 " SPA SLAB, SEE S401 do, -dii.10.! .;iiikiVii.Ikitiiil,',Irooiptkiiejlk 41-6-443 So j6 @12 BASE OF FOOTING _ EL. VARIES,. SEE :ELEVATION. — _ L 1512 HK :TOE: __.. lEcrioN SCALE: 1/2 " =1' -0" r•■•■• ELEVATION SCALE: 1/8 " =11 -0" CTJW2, TYP CTJW3O 12' -0" MAX SPACING, TYP �,.. CI1W3, TYP REVEAL - WMINAIRE- CORBEL ANGLE POINT 1:' MILESTONE 1 WALL CONST 1 EXISTING GRADE 1 "x 18" SMOOTH DWL ®12" SECTION SCALE: 1/2 " =1' -0" BOTTOM OF FOOTING FINAL GRADE, NEAR FACE CO REVIEWED FOR COMPLIANCE APPROVED AUG 2 0 2010 City of Tukwila BUILDING DIVIRInn' EL 263.21 EL 275.00 SPA WEST WALL, SEE S142 baqft-tb)-- 5 1/8 " =1' -0w 1/2 " =1' -0" 0 5 10 15 20 NS ! r - - Scale Feet 1 0 1 2 3 4 5 Scale Feet 0 9—f DESIGNED RML DRAWN ABG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1' A REV 7/31/09 DATE IKS KRH CHK'D APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks. Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 6954700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACILi11ES CONTRACT REVIEWED CWA Consuitanb PROJECT NCR: By: RETAINING WALL LDate: C00405C09 615 DRAWING NUMBER: 5507 el, 0 LL ca C!� Cx t cc mot; J J I z 0 0 1- t13 0 C4 0 LL t CO Ce 0 w.� 1--- L 0 0 0 LL 1