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Home My WebLink AboutPermit D04-386 - ARCO AM/PM - TENANT IMPROVEMENTARCO AM/PM 15250 TUKWILA INTERNATIONAL BL D04-386 ' • • • ' - 4+ City 0. Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Parcel No.: 0043000070 Permit Number: D04 -386 Address: 15250 TUKWILA INTERNATIONAL BL TUKW Issue Date: 05/05/2005 Suite No: Permit Expires On: 11/01/2005 Tenant: Name: ARCO AM /PM Address: 15250 TUKWILA INTERNATIONAL BL, TUKWILA WA Owner: Name: ATLANTIC RICHFIELD COMPANY Address: P &T TAX DEPT, PO BOX 512485 Contact Person: Name: JOEL HOWITT Address: 18215 72 AV S, KENT WA Contractor: Name: JOE HALL CONSTRUCTION INC Address: 1317 54 AV E, FIFE WA Contractor License No: JOEHAC *259RT Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: doc: IBC - Permit N N N DEVELOPMENT PERMIT Private: D04 -386 Phone: Phone: 425 251 -6222 Phone: 253 - 922 -6815 Expiration Date:03 /01/2006 Steven M. Mullet, Mayor Steve Lancaster, Director DESCRIPTION OF WORK: DEMOLISH EXISTING FUELING ISLAND CANOPY AND INSTALL NEW 64' X 58' CANOPY COVER OVER 6 NEW MULTI - PRODUCT DISPENSERS NEW UNDERGROUND PIPING AND NEW FUEL ISLAND SLAB. CLOSE ONE DRIVEWAY ALONG INTERNATIONAL BLVD WHICH IS WITHIN CITY OF SeaTac JURISDICTION.PROJECT ON VAL VUE SEWER DISTRICT. PUBLIC WORKS ACTIVITIES INCLUDE STORM DRAINAGE, INSTALLATION OF AN OIL /WATER SEPARATOR CONNECTIONG TO VAL VUE SANITARY SEWER, AND STREET USE FOR DRIVEWAY MODIFICATIONS ON S 154TH STREET. CLOSURE OF DRIVEWAY ON INTERNATIONAL BLVD AND PED CONNECTION SHALL BE COVERED BY SEATAC PERMIT. Value of Construction: $422,054.40 Fees Collected: $7,447.94 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: IIN Occupancy per IBC: 8 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Public: Printed: 05 -05 -2005 . r L �.' f i.='. iti!' ii�t �;% �1 45r; ; : +;�1,ti'<`^Mi�ti{id'';ui::ip�:� ';�a6;''�'v�'�'i< ; :*awry hiv . Street Use: Water Main Extension: Water Meter: doc: IBC - Permit City ok Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us N Profit: N Non - Profit: N N Private: Public: N * *continued on next page ** D04 -386 Steven M. Mullet, Mayor Steve Lancaster, Director Printed: 05 -05 -2005 of w 6 • UO co o co w w = J�.. N LL; W O. • a = d , I— Ili Z � t—O Z I- uj O N . WW tii • H =� 0 Z Permit Center Authorized Signature: Print Name: doc: IBC - Permit City o. Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 • Web site: ci.tukwila.wa.us eitAltf l \ e i`vt Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: DO4 -386 Issue Date: 05/05/2005 Permit Expires On: 11/01/2005 Date: dZY 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 cons ion , • r the perfoi na ce " ork. I am authorized to sign and obtain this development permit. Signature: / Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D04 -386 Printed: 05 -05 -2005 Z < w . tY 2 JU O 0 W a w i. J F— U) lL W O 2 co d = - W Z F Ir- 0 w ~ w U 0 co • _ CI W • uj t'--O UN 0 Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Parcel No.: 0043000070 Permit Number: D04 -386 Address: 15250 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 10/20/2004 Tenant: ARCO AM /PM Issue Date: 05/05/2005 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: 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. 9: 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. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 14: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 15: 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 doc: Conditions D04 -386 Printed: 05 -05 -2005 z ,z re u.► O 0 CO J u_ w 0 s a 1— w Z I— O Z I— uj O • N O I— w W Iii • = O ~ z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: Fire extinguishers for occupancies involving flammable or combustible liquids with depths of less than or equal to 0.25 -inch (6.35 mm) shall be selected and placed in accordance with Table 906.3(2) of the International Fire Code. Fire extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25 -inch (6.35 mm) or involving combustible metals shall be selected and placed in accordance with NFPA 10. (IFC 906.3) A minimum rating of 2- A:10 -B:C extinguisher shall be provided and located such that it is no more than 75 feet from pumps, dispensers or storage tank fill -pipe openings. 19: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 20: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 21: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 22: * ** FLAMMABLE /COMBUSTIBLE LIQUIDS * ** - IFC Chapter 34 23: An approved, clearly identified and readily accessible emergency disconnect switch shall be provided at an approved location, to stop the transfer of fuel to the fuel dispensers in the event of a fuel spill or other emergency. An emergency disconnect switch for exterior fuel dispensers shall be located within 100 feet of, but not less than 20 feet from, the fuel dispensers. For interior fuel- dispensing operations, the emergency disconnect switch shall be installed at an approved location. Such devices shall be distinctly labeled as: EMERGENCY FUEL SHUTOFF. Signs shall be provided in approved locations. (IFC 2203.2) 24: Installation shall be in accordance with the International Fire Code, 2003 Edition. 25: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 26: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 27: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. All inspection requests shall be done minimum 24 hours in advance. APPLICANT SHALL OBTAIN A SEPARATE PERMIT FROM CITY OF SEATAC FOR DRIVEWAY CLOSURE AND PED CONNECTION ON ONTERNATIONAL BLVD, WHICH IS WITHIN CITY OF SEATAC JURISDICTION. A separate sewer permit is required from ValVue Sewer District for connection to ValVue Sewer system. doc: Conditions D04 -386 Printed: 05 -05 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Applicant shall notify Tukwila Public Works immediately if contaminated dirt is encountered. 28: Any material spilled onto any street shall be cleaned up immediately. 29: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 30: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 31: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 32: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 33: Sidewalks and curb ramps ALONG S 154TH STREET WITHIN shall comply with City of TUKWILA standards. 34: ** *PLANNING DEPARTMENT CONDITIONS * ** 35: Replace missing slats in chain link fencing and restore fencing where needed. 36: Information Item: Use of the ARCO logo on the canopy is considered signage. This signage is subject to a separate permit and cannot be approved until overall site signage issues on the AM /PM Mini -Mart are resolved. doc: Conditions * *continued on next page ** D04 -386 Printed: 05 -05 -2005 z Z w r QQ � iO O 0 CO W J H U w w u. ¢ = a w z = 1-- O z 1- LL! ui U O — O H ww u , 0 . W Z' U = O ~ Z I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 regulating construction or the performance of work. Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 4L( ?.L E t cLz-c D04 -386 Date: of law and ordinances other work or local laws Printed: 05 -05 -2005 z 1 Z J U, U O N CO ILI J = I— wO u. I_ t— 0 z H. W U 0 — O F— W 7C 0 W •z W U = O F— z Site Address: 1525D P � , � L Ufa Tenant Name: ARCO AM /PM Property Owners Name: BP WEST COAST PRODUCTS LLC Mailing Address: 4 CENTERPOINTE DR. Name: JOEL HOWITT c/o BARGHAUSEN ENGINEERS Mailing Address: E -Mail Address; JHOWITT @BARGHAUSEN. COM ? ENERAI F ontractor information on back page Company Name: TO BE DETERMINED Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** e tvet stain ed Architectof Company Name: BARGHAUSEN CONSULTING ENGINEERS Mailing Address: Contact Person: DAN GOALWIN Day Telephone: 425 -251 -6222 E -Mail Address; DGOALWIN @BARGHAUSEN. COM CORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address; Contact Person: JAY GRUBB E -Mail Address; ,TGRUBB@BARGHAUSEN. COM \applications \permit application (7 -2004) CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 18215 72ND AVE SOUTH 18218 72ND AVE SOUTH B.C.E. 18215 72ND AVE SOUTH Page 1 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 004300 -0070 Suite Number: Floor: New Tenant: ❑ Yes ( .. No LA PALMA City CA State Day Telephone: 425 - 251 -6222 KENT WA City State Fax Number: 425- 251 -8782 city Day Telephone: Fax Number: KENT WA City State Fax Number: 425- 251 -8782 KENT City WA State Day Telephone: 425 - 251 -6222 Fax Number: 42 -251 -8782 State it t: Aevlt&!..t; 90623 Zip 98032 Zip Zip 98032 Zip 98032 Zip z a � rt w QQ � J U 0 co o • LU J H � w W O 2 QQ LL Q co 0 = a w Z = F- ►— O Z F- II! uj U O O N O F- w W r - U. - W Z U= O ~ z f Project (contractor's bid price): $ 239 Oa' Existing Building Valuation: $ Scope of Work (please provide detailed information): DEMOLISH EXISTING FUELING ISLAND CANOPY AND INSTALL NEW 64'x58' CANOPY COVER OVER 6 NEW MULTI — PRODUCT DISPENSERS, NEW UNDERGROUND PIPING AND NEW FUEL ISLAND SLAB. BUILDING INTERIOR RETROFIT AND NEW SIGNAGE TO BE APPLIED FOR UNDER SEPARATE COVER. Will there be new rack storage? ❑ .. Yes ® ...No If "yes ", see Handout No. for requirements. 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) N/A *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for 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: 14 Compact: Handicap: 1 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? ❑ ...Yes () ...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. aapplications\permit application (7 -2004) Paee 2 Existing Interior Remodel Addition to Existing Structure . . New Type of Construction per IBC Type of Occupancy per IBC: CANOPY 1,260 N/A N/A 3,712 II —N M 2n Floor 3rd.Floor Floors thru. Basement Accessory Structure* Attached Garage Detached Garage. • Attached Carport Detached Carport Covered Deck Uncovered Deck f Project (contractor's bid price): $ 239 Oa' Existing Building Valuation: $ Scope of Work (please provide detailed information): DEMOLISH EXISTING FUELING ISLAND CANOPY AND INSTALL NEW 64'x58' CANOPY COVER OVER 6 NEW MULTI — PRODUCT DISPENSERS, NEW UNDERGROUND PIPING AND NEW FUEL ISLAND SLAB. BUILDING INTERIOR RETROFIT AND NEW SIGNAGE TO BE APPLIED FOR UNDER SEPARATE COVER. Will there be new rack storage? ❑ .. Yes ® ...No If "yes ", see Handout No. for requirements. 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) N/A *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for 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: 14 Compact: Handicap: 1 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? ❑ ...Yes () ...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. aapplications\permit application (7 -2004) Paee 2 Scope of Work (please provide detailed information): INSTALL NEW GASOLINE FUELING ISLAND CANOPY OVER 6 MULTI—PRODUCT DISPENSERS AND INSTALL NEW FUEL ISLAND PAD, SLAB AND MEET /MATCH ASPHALT AS WELL AS CLOSE EXISTNG CURB CUT ALONG HWY. 99. Please refer to Public Works Bulletin #1 and estimate: sheet. Water District ❑ ...Tukwila 4 :.. Water District # 125 ❑ ...Water Availability Provided Submitted with Application (mark boxes which apply): (...Civil Plans (Maximum Paper Size -22" x 34 ") ❑...Technical Information Report (Storm Drainage) 0... Bond 0... Insurance ❑ ...Easement(s) Proposed Activities (mark boxes that apply): ID ...Right Use - Nonprofit for less than 72 hours ❑ ...Ri -of - -way Use - No Disturbance ® ... Construction/Excavation/Fill - Right-of-way CLOSE C . C . , Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ... Sanitar Side Sewer ❑ . 0... Cap or Remove Utilities ❑ . 129 ... Frontage Improvements El. ❑...Traffic Control ❑ . ❑ ...Backflow Prevention - Fire Protection Irrigation " Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporar Water Meter Size .. 0... Water Only Meter Size ❑ ...Sewer Main Extension Public 0... Water Main Extension Public \applications\permit application (7 -2004) If Call before you Dig: 1- 800 - 424 -5555 ..Abandon Septic Tank ..Curb Cut ..Pavement Cut ..Looped Fire Line If WO# WO# WO# Private Private 0... Highline 0... Geotechnical Report 0 ...Traffic Impact Analysis 0... Maintenance Agreement(s) ❑ ...Hold Harmless $ewer District ❑ ...Tukwila ❑ ... ValVue ❑... Renton ©...Seattle ❑ ... Sewer Use Certificate ❑ ... Sewer Availability Provided 0... Approved Septic Plans Provided ❑ ...Septic System For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. 0... Renton 0... Right-of-way Use - Profit for less than 72 hours ❑ ...Right -o f -way Use— Potential Disturbance MEET /'MATCH EXISTING 0... Work in Flood Zone 0... Storm Drainage Pace 3 ❑ ...Grease Interceptor ❑ ...Channelization ❑ ...Trench Excavation ❑ ...Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewa Treatment Monthly Service Billing to: Name: N/A Mailing Address: Day Telephone: City Water Meter Refund /Billing: Name: N/A Mailing Address: Day Telephone: City State State Zip Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP/500,000 BTU Floor Furnace Ventilation Fan Thermostat 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood Water Heater 50+ HP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator- Comm /Ind Other Mechanical Equipment MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: TO BE DETERMINED Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement El ir:+ iN .,d�«X.r:LY7J.�kKti'f�tKJ��'e:�e Fuel Type: Electric ® Gas ❑ Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review- Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWR'cR OR AUTHORIZED AGC Signature: 1 r-- ---- -� Print Name: Av 1'vt t D C -e( 0- el t . S Day Telephone: 1 1 (0 7 O - 5 O5 Mailing Address; -4 Cerr -e r ? o' Date Application Accepted: /D — t: �df \applications\perntit application (7.2004) Pace 4 L P4 4 1 City Date: `7 f v l ° C ,- Got State Zip Date Application Expires: Staff Initials: i Z 1 Z 6 W Ix U U U) 0 U) N LL W 2 J fl u = W Z l- O Z I- al la U 0 O — f7 I- WW F� O .Z W ▪ = O Z Receipt No.: R05 -00789 Initials: SKS User ID: 1165 Payee: BARGHAUSEN CONSULTING ENGINEERS, INC TRANSACTION LIST: Type Method Description Payment Check 54349 ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PLAN CHECK - NONRES RECEIPT Parcel No.: 0043000070 Permit Number: D04 -386 Address: 15250 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 10/20/2004 Applicant: ARCO AM /PM Issue Date: 05/05/2005 Account Code Current Pmts 000/345.830 58.00 Payment Amount: 58.00 Payment Date: 05/27/2005 02:27 PM Balance: $0.00 Amount 58.00 Total: 58.00 35933 05/27 9716 TOTAL 58..00 Printed: 05 -27 -2005 z Z re w J O 0 CO CI w � 2 � co = CI z F 1-O z I- w uj n o: O c1 -2 O I — w • w u- O - . lil t. • N I ' O z Parcel No.: Address: Suite No: Applicant: Receipt No.: R05 -00636 Payee: ARCO AM /PM Initials: BLH User ID: ADMIN TRANSACTION LIST: Type Method Payment Check 10442 ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0043000070 15250 TUKWILA INTERNATIONAL BL TUKW JOE HALL CONSTRUCTION INC BUILDING - NONRES PLAN CHECK - NONRES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Description RECEIPT 000/322.100 000/345.830 000/322.100 000/342.400 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 6,038.17 Payment Date: 05/05/2005 11:50 AM Balance: $0.00 Amount 6,038.17 Account Code Current Pmts 3,473.60 848.07 250.00 731.00 731.00 4.50 Total: 6,038.17 D04 -386 APPROVED 10/20/2004 2860 05/05 9716 'TOTAL. 7070.51 Printed: 05 -05 -2005 Parcel No.: Address: Suite No: Applicant: Receipt No.: R04 -01427 Initials: SKS User ID: 1165 Payee: ARCO AM /PM TRANSACTION LIST: Type Method Description Payment Check 52192 ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BARGHAUSEN CONSULTING ENGINEERS, INC. PLAN CHECK - NONRES RECEIPT 0043000070 15250 TUKWILA INTERNATIONAL BL TUKW Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,409.77 Current Pmts 1,409.77 Total: 1,409.77 D04 -386 PENDING 10/20/2004 1,409.77 166 .10f)1 :'710 TOTAL. 1409.77 10/20/2004 02:38 PM $2,173.38 Printed: 10 -20 -2004 Project: Type of Inspection: / i Address S Date Called: Special Instructions: Date Wanted:, �� -- Z 7e75 a.m. ':0' Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ) !Gt - 1 • , /3/. ,v"�'i ' C°�( 4vtQe 5/ coR12r:c►F -c 74 / „ ja / '7 / I : ,..-7 JJ - 9- - /90Y „■Th 4 4411: ; .444sli : s r aluii INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)43T -3670 Date: 7 7 ri $58.00 REINSPECTION P E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Pro' ct: / Type of Insp. tion: , A' l )2N f 1 1 .�j • Dat' Called: . i Special Instructions: Date Wanted: — / t 5- a.m., Requester: SL P e 4t .- 161 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DoL* 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Date: 7 _ L1 $58.00 REINSPEC I ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Proj cC AMM / Ty inspe i )> O A dress: 1 c.)2 g 71 I . g* DateyCalled -- Special Instructions: Date WantecL, a.m. Requester: �,� '�`•' P"c 4 77 =2/:.,ig I V at, INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 R Approved per applicable codes. Corrections required prior to approval. COMMENTS: f. Date: /-- 2, El $58.00 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Pro' ct: L. p,}tilt J Pm Type of Ins eet' n, , �� / V Ad re r Date Called: Sp Instructions: Date Wanted: ----- 7�95fo5 a. - m. Requester: /�� Phone c \ -. _7 ,7 --, f INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit P ' MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Corrections required prior to approval. COMMENTS: Date: $58.00 REINSPECTIOH FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 4: • :fi:. , wa COMMENTS: Type of Insp�cti A i) l )la / /lJ � Cc 1.//a'2-, /.�� /4- Special Instructions: 2„) 'V Date Wanted. .� 71/51 a.m. / 7::::),,,,_/ 3 cr t ..,-'- -- 1 cr y___ ��,,=> _,,,7 ,1 ( 6 1124%'' As .,,,.• c/_,_;1 ,. r 1 Pro' , h frivi p� Type of Insp�cti A e d e , l T �' Date Called: c. / �� / s ( / ( J C� Special Instructions: Date Wanted. .� 71/51 a.m. R e Requester: L Pho No: 17 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector: [4 Corrections required prior to approval. Dat v e 3 v El $58.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: _so COMMENTS: % 0 % Type of Inspection: 1.—.o il ca r� \ - . ,t aft 1 40✓ 1 I Zz-.,aC - (v Mtci tA/ (.wtcLovv 4'tp,- PlutnJev LQ. r ) l ov%a. -�/' ' 4I ant t),c.� In,l-4a.� o '4 047 •4{s' t � �t l . )(Awful 2.t- a„ j<=0/ we c c �-e_. . �"ou_Lat I iv (a, h (`-f2 - eti-e<. au 2oo < Special Instructions: Date Wanted: a.m. p.m. Requester: Project: M 1 P) Type of Inspection: 1.—.o il ca r� \ --1-,,,I Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 253 -- 3 — G.?1 4 1' 1 t' INSPECTION RECORD Retain a copy with permit Dori — 384 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 leawri Approved per appli ble code Corrections required prior to approval. moi� -t�L ��rt�r�t4vrl�, PERMIT NO. Inspector: Date: — 1123240T El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z i, Z • w U O coo J CO W W g u_ < I I— w Z � � Z I— LL! uj n U O- H : w I- U. w Z U= 0 ~ Z COMMENTS: Lai S G n,n o N��S'G(j it 0 . ii 11 it t;., la, tftuAt s v y ,a - raw GvL J 16....C, -4 ' hAtn -; ! '' — *At l44' 4( C (--ey fr -(t, -i_.. N.-+( 17.1 .(..0,..( ram^ iJt d of t. ( in em1 atoll, 3 / so % • 644.4, 'i / �9vt r� - t D pifitAc/il.t .Iri'1 I r DD ( ) lisp in-e--A-• first 1 x.16 ) .. I r r1 h 1 K In n lc, 4 o.-- ia1 1 Z 0-6 s÷,... , 6 14/a.1-- N.otG - e 1 PEA lfkattAtCh-. ti{ /sP} 4 2 AL0,,.. -A - c - pa-av /L4.' raael . Srt v gAI4 LT.0-I.d._.. .. in C5 342- 4- . Project: MoD Type of Inspection: .. L at�i s c.a - r - Ad 1 <9- n 2,.//)4,htih- l .k Date Called: - 1 - 19 - 0 5 Special Instructions: Date Wanted: - 2t -0 7 a.m. p.m. Requester: . 6 Phone No: - ..53 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (JL( -3Y6 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. 11><t Corrections required prior to approval. Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: Date: Pr ct: o IA f0v � il y4/P� Type of Inspection: • r-- 14.1 ir..,c& Address: 1�j j, 5 Date Called: '2-�f'0 - 0 -- , Special Instructions: /Phone ( Date Wanted: "7- t 1 - 0 5 a.m. p.m. Requester: tt� No: �� s7? - I INSPEC CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ', iproved per applicable codes. INSPECTION RECORD Retain a copy with permit L ! : 3e(-7 (206)431 -3670 Corrections required prior to approval. COMMENTS: In Date: 9-06' $ .00 REINSPECTION EE REQUIRED. Prifor to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Pro' ct: / Cop f T r of Inspectipn: } ` � `� ( ai - (A ) 0 -6 ' + A dress: j'� T I l 2 c) 1 1 ( I f,. Date Called: -�J V-- fOs- Special Instructions: G1 C ■.0 A-r-v. � Date Wanted: J /..-- 7/i Ili p.m. Requester: �� .2. �'... Phone N 233 2- 77- D I Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Do Li TN PER (206)431 -3670 Corrections required prior to approval. S COMMENTS: N Date: / he : ,/ / / I 8.00 REINSPECTION FEE QUIRED. Prior t9'inspection, fee must be plaid at 6300 Southcenter Blvd, Suite 100. Celt to sechedule reinspection. Receipt No.: Date: r COMMENTS: F 1a Typ of Inspection: _ � (4 U..) ; t ( ''c,,r k 0,7,,isu14 5 CD NJ c.`1 \C -Co., -.,_, et el io \ hi ‹...., c - 42 r.i 1 IN f--14 )fl 11/4.S Date ailed. ....) ) A Special Instructions: 5--41).*11 , V D I alL,,�/}/. bate Wanted: ---7 �� m p.m. Requester: rr `--� t.,.. I Pro' t: fi ertz � (pal Typ of Inspection: _ � (4 i.ft, 5 s Address -. Date ailed. ....) ) A Special Instructions: 5--41).*11 , V D I alL,,�/}/. bate Wanted: ---7 �� m p.m. Requester: rr `--� t.,.. I Phon No• . ,,, _ )9R INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit nspector: n $ .0 . REINSPECTION FEE RE RED. Prior aid • 6300 Southcenter Blvd., Suite 100. Rec • o.: Date: J (206)431 -3670 Corrections required prior to approval. Date: -._ /,/e) %") Rf inspection, fee must be l to sechedule reinspection. s Z W 6 W 0 y Co ILI J F W . W O 2 u_ = • d I W Z = Z W W U O P- O H W W W I— N O Z COMMENTS: _" 6 ) /7 6 ,-.5 s8d) // e /11 ' S ID , s / o rn , %7 / 5,e( 7ti )/ /. /f1,417,/ __L rrls , -i ,' / Special Instructions: Date Wanted: /5 Requester: f Q Phone No: o1- 99v -3o67i. . Proje v� / „ r' r ! P { I. Typo :47 V' 5 L ` �� l �0 Add � �` )/ Date ailed: (/ Special Instructions: Date Wanted: /5 Requester: f Q Phone No: o1- 99v -3o67i. . El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206j431 -3670 Corrections required prior to approval. f $ .00 REINSPECTION E REQUIRED. Puler to inspection, fee must be i d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 1 COMMENT S: (� mr /PI( Prif /t / / f Type of Ins section: ig-1.-- Are oZ a / t: ■i, ; -- % GGll-7 Special Instructions: I C.VMO'z1/ /h.-z C. . M ;�1 /li� ( -,9 I,..,- A-- , 5,--) 4 7 / ( /5 /9 /9(fr I / t t . / Pr ec mr /PI( Prif Type of Ins section: ig-1.-- Are oZ a ` 9 Date Called: / „ J J /0 Special Instructions: I Date Wanted•/ n / l / / I� 5 ! ( a m . p.m. Requester: p Pl 317 --g 19b . • f. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspect r: El Corrections required prior to approval. Date / n U $58.00 REINSPECTION d EE REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: Type of In *t- - (.00P - .d, Ad : � '').• - 7; �, 6, 4;0/2 - .4 4 )-- agY, Special Instructions: 9 ; �O Date Wanted: ( a . ` 4i> 69 �9, � S j � _°�? - fir° � � / — Z -/ G' 2--) e.e, ‘Zpie,c-, e„,,-/ 1 5 4 ,4___ . 49 . ".s 7 2 .. li /./ Pro' t:rc ^ k l. � G � Type of In qn: 4 J Ad : � '').• - 7; �, 6, Date Called: S1)-0 /05 Special Instructions: 9 ; �O Date Wanted: ( a . ` Requester: i 1 ( 1 P h)ehige) Phone No: G3 -- o e -- 7"7:5" INSPECTION RECORD Retain a copy with permit INSPECTION,NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. iizi Inspectgf: � v Date El $58.0 EINSPECT FEE REQUIRED. Prior to inspection, fee must be paid at 6300 South nter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: [Date: COMMENTS: Type of Inspection: r— . "r 7714/ o triX91 oK rr .I1 C fa ? S n !� ( GII —lc e "\ 01;7_71.. Requester: G ene. / r /c)c....-- 1, fit, c \ � \ I � f 1 , i' 7/1 7/G J 7 wm--‘ I v G � � c--,,,„i q ��,- -�•..„ ,l I Project AM /P'M Type of Inspection: r— . Address: Q Date Called: 7— / 9 _ 05 Special Instructions: Date Wanted: 7_161_05 01;7_71.. Requester: G ene. Phone No:253 377 -- 2J9e 5L D04-3f36 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. O Corrections required prior to approval. Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection^ '�• SD - n Address: ` 5 . 250 7. T j�. L Date Called: is -3D -D5 /74/0 (0t4I-Ith w Requester: (j ene Phone No: 253-377-2/ 98 L .A...fri fAr. -fi(o A our f' of 7 1 ``::: V I JJ 5..Pix.,$1 6.L. Proje ctArco AM A ^ Type of Inspection^ '�• SD - n Address: ` 5 . 250 7. T j�. L Date Called: is -3D -D5 Special Instructions: Date Wanted: 7 1_05 p.m. Requester: (j ene Phone No: 253-377-2/ 98 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 11 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit C04-33 e PERMIT NO. El Corrections required prior to approval. Inspector: Date: 7 /1 / i) El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: W IY 2 U O U 0 • UJ W I N W W O H gQ coo = a � W W O U � O P o I- W W . 0 H — O LU O ~ Z COMMENTS: Type of Inspection: s Address: /, () 76 4'bo/ `5 e. ` . t I4'4 ilk ell .1 "1";, 0, I 'r f , ....S tit J /7 I.- / / Special Instructions: ea r it 0 c`f et�iv4/✓l J � ? 1 ...� r q i y JJ+ t0 �c � / p+ vc i 1)/14tA,A.; 7 x.4.1.' .^ ..4.-1...., 4 iii (k. a 64..1 1 c( sweep d.l it o r A l r...,afri 4 / Afial T i-IA 5 t 11..14 I .iA_ � -( ,ia �1 ,0 4-1 '-. i I Project: f f 0 ,4fY) /t Type of Inspection: s Address: /, () 76 Date Called: 0 061/7/0 Special Instructions: ea r it 0 c`f et�iv4/✓l Date Wanted: l�6/ 01n. 3.tn Ct P•m Requester: t x-ii e arc) LA) Phone No: 2 f" ❑Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Do q -34 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. O Corrections required prior to approval. Inspector: L Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 5 COMMENTS: Type of Inspection: ; _ Address: Lam J ( I { /5Z 5/ 6 n /ICJ Date Called: //� / J 1 31'2 7 l' S r Special Instructions: 5%Z7/ s It5 Sc- / h _: L'.. ( /A}/, / j 4 /3 S /Vd tu St -. (L,- 21,,,t, e (44-- C.L.- t,...iti. f ( ,/ �i` 1"-t rt.A.a - -e Protect: R. I)G�'1/jV dh / Type of Inspection: ; _ Address: Lam J ( I { /5Z 5/ 6 n /ICJ Date Called: //� / J 1 31'2 7 l' S r Special Instructions: Date Wanted: i ` r r a.m. p.m. Requester: Phone No: a Approved per applicable codes. ln) 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -3670 Corrections required prior to approval. Inspector: Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: �.�tik�wulF.xaiV,rcu'r.� COMMENTS: .. . 5/2s,65 - 7 "At (w_ - Iv cr)qK_T Date Call d: d Sao /o S .�. - lj C) • S. T/ lle...„ (,4,ra , ]`uL., AA-Q.0 J. Requex.er: -PIO ip A' di h y e 'r- Ak T,16:CiC Ccvf,t o / id C ... it a2d, P 1 r(Z s ( oto llE1) T7��rr c- - 1 l ,C lx,6Kr e cf, A) „ Project* Arco 4ni1 p tn Type of Inspection: r -eoil Address: /5 Z o T► )3 Date Call d: d Sao /o S .�. Special Instructions: P1 9'00 4 -. ' Date Wanted: a.m o.- A3 /vS Requex.er: -PIO ip A' di h y e Phone No: 5s - 406 72 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dog X84 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. U Corrections required prior to approval. Inspector: (ki Date: 5 /� 5 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: oe- Ai 4 7 " - """ - ^ ,,, "7-4 ■"?-77771-4 4 14.-0 City of Tukwila Fire Department Thomas R Keefe, Fire Chief • TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM • / 14ni Project Name Address 2-- 7 Suite # Retain current_ inspection schedule Needs shift inspection , Approved without correction notice Approved with correction notice issued / • Sprinklers: X , / Fire Alarm: / / Hood & Duct: ,,,,,/ / Halon: / Monitor: / Pre-Fire: /1/ Permits: / • Authorized Signature FINALAPP.FRM Rev. 2/19/98 Permit No. a. Steven M. Mullet, Mayor ' • • Daue T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Geotechnical Engineers, Geologists & Environmental Scientists Construction Testing & 1030 / WA130 Inspection Services July 22, 2005 Revised July 28, 2005 Earth Consultants, Inc. Joe Hall Construction 1317 - 54t Avenue East Fife, Washington 98424 -1226 Attention: Mr. Phil Keehnel Subject: Dear Mr. Keehnel: Final Letter Special Inspection and Testing City of Tukwila Arco Tukwila, Washington Permit No: D04 =386 RECEIVED JUL 2 9 2005 D�L Established 1975 M- 3775 -4 In accordance with your request and authorization, Earth Consultants, Inc. (ECI) has performed special testing and inspection services for the above referenced project. The special inspection for this project was reinforced concrete, structural steel welding and bolting, and soil compaction testing. To the best of our knowledge, all work that ECI was scheduled on -site to verify has been found to be in general accordance with the approved plans and specifications, and Chapter 17 of the 2003 International Building Code (IBC). If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (425) 643 -3780. Respectfully submitted, EARTH CONSULTANTS, INC. 00/6e4 Donald Miller Construction Services Manager DM /SDD /ddw cc: City of Tukwila Attention: Quality Control Department 1805 136th Place N.E., Suite 201, Bellevue, WA 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 Scott D. Dinkelman, LEG Principal Other Locations Fife W re JU O 0 (0 ILI -I = • U w 0 • d = w i— _ z � � z I}- w 2 o 0 co O 0 H w w o w z O z a7/.22/2005 14:08 FAX Carol Lumb City of Tukwila Department of Community Development 6300 Southoenter Boulevard, Suite #100 Tukwila, WA 98188 Dear Carol: by cc: 2369c.069.doc July 22, 2005 HAND DELIVERY RE: Letter of Intent to Complete Landscape Improvements BP /ARCO Gasoline Facility Forecourt Remodel City of Tukwila Development Permit Application No. D04 -386 15252 Tukwila International Boulevard, Tukwila, Washington ARCO FAC No. 5515 / Our Job No. 2369.1 Michael Condon Area Maintenance Manager BP USCO Ij002 This letter serves to ensure that BP West Coast Products LLC, guarantees it will complete all approved landscape improvements at the above ARCO AM/PM facility within three months of Sound Transit completion of the driveway and. its landscaping at the park n -ride project to be constructed on the north side of the ARCO AM/PM site. Improvements are to include asphalt removal and installation of a new landscape planter between the north wall of the AM/PM building and the northern property line with the Sound Transit property, as indicated on sheet C -1 and L1-1 of the approved Building Permit plan set. We are currently processing the Developer's Project Warranty Request forms to serve -as financial guarantee for said improvements. We will forward these forms, to your attention by the. end of August for final City processing and approval as required. In the meantime, we appreciate your conditional. approval of the final landscaping inspection so we may proceed with reopening our facility. . If you have any questions pertaining to this matter please contact me at (425) 385 -3041, or Joel Howitt at (425) 251 -6222 at your earliest convenience. '. tilfw. il:, i. Y. Lli. uun! a. urt`, i. tfJww+ w' ai4iauh3iWSke2mi.:' iY3%l li. 2i'. J�Fziioita, uh7P. 4` 2. isr4u.(' a.". �. 5.! btY. i+'. iwi+.'v'S.ii:i.tsfjli:'4w��.fL. March 24, 1988 Dear Mr. Barghausen, FILE COPY Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, Washington 98032 Attention: Thomas A. Barghausen, President Earth Consultants, Inc. (ECI) is pleased to submit, herewith, our report entitled "Geotechnical Study, Future ARCO AM /PM Mini - Market Site, Northeast Corner of South 154th Street and Pacific Highway - -South, King County, Washington ". This report presents the results of our laboratory tests and engineering analysis. The purpose and scope of our study was to provide an evaluation of the .engineering -.p "'rip es rid tng the a.Long, with recommendations f • ,. s i. :Le .p.yr.eper ation, .drainer. e, and •:othex .:. i ctors acting .construc:.t :ion :.tj•f .:.he•.:.n- ro.po.s•ed'.- M %PM 't.1±n.i. -Market it:y -Our - study.: Indicates ..that..f..n .the •proposed ...building •.a :c•ea the. ground . ..i.. .. gene ..u:nd.erlain by loose to .merJ.lulu dense f.i3.1 .c1)ils is3t ±1g :o . 'demo.lition ..: d. br. is .in •a . mixture of gravel l , sand , and •s:i rtd • •mat._.s :ces ',proposed - building •711a be .supported on ,conventional continuous and spread footings as well as on•sJ.ab -on- . grade floors. The attached report contains detailed recommendations regarding foundation design criteria, earthwork considerations, and site drainage. We appreciate, the opportunity to provide consulting services for this project. Should you have any questions regarding this interim report, please do not hesitate to contact us. Respectfully submitted, EARTH CONSULTANTS, INC. Don W. Spencer, M. Sc. Project Manager /Hydrogeologist William Chang, P.E. Project Engineering Manager 1805. 136th Place N.E., Suite 101, Bellevue, Washington 98005 222 E. 26th Street, Suite 103, P.O. Box 111744, Tacoma, Washington 98411-9998 Earth Consultants Inc. Geotechnical Engineers, Geologists td Environmental Scientists REVIE IE.D FOR CODE COMPLIANCE E-37 APR 2 5 2005 Ci ty OW OF TU KWILA bEC 0 1 2004 PERMIT CENTER INCOMPLETE DOH/ Bellevue (206) 643-3780 Seattle (206) 464.1584 Tacoma (206) 272.6608 zz r Z w lr 2 U co D co N W 2 u. to z W _ z � ZO U 0— o w w ti O z w = O z GEOTECHNICAL STUDY Future ARCO AM /PM Mini - Market Site Northeast Corner of 154th Street South and Pacific Highway South King County, Washington Introduction This report presents the results of our geotechnical engineering study for the proposed AM /PM Mini - Market. The site is located as shown on the Vicinity Map, Plate 1. The general site plan is shown on the Boring Location Plan, Plate 2. It is our understanding that current plans call for construction of a single story retail store with anticipated floor space of roughly 2500 square feet. Additional construction features include installation of three underground fuel storage tanks in the southwestern corner of the ro ert cano p p Y. a double pump island and py, and asphalt paving. The location of various proposed features in relation to roadways and property boundaries is 'illustrated on the Boring Location 1 Plate 2. In the event that any changes in the nature, design, or location for structures are planned, we should be consulted to review the recommendations presented in this report. In any case, it is recommended that Earth Consultants, Inc. ECI review of the final design documents as they provi rel to ne the interpretation and implementation of geotechnical recommendations. The scope of our work included exploration of subsurface conditions by drilling three boreholes on the p ro ert were to develop foundation design criteria, subsurface draina recommendations, and earthwork placement criteria. g Earth Consultants, Inc. z = Z re QQ � JU 00 cn O Nll. WO g IJ.. Q I F- ' Z • 0 Z ~ w U O- CI H Ww I 0 . W z U 0 � z Barghausen Consulting Engineers, Inc. March 24, 1988 E -3775 Page 2 Z _ This report has been prepared for specific application to this ;� Z project in a manner consistent with that level of care and skill' re 2 normally exercised by members of the profession currently practicing 6 under similar conditions in the area. This report is for the v p exclusive use of Barghausen Consulting Engineers, Inc., along with co o the Atlantic Richfield Company, and their representatives. No other J ILI warranty, expressed or implied, is made. We recommend this report, UyLL in its entirety, be included in the project contract documents for W the information of the contractor. The details and results of our field exploration and laboratory D testing programs are presented in the appendix to this report. Our _ recommendations, based on site observations and engineering analysis, are presented in the following discussion of site conditions. z SITE CONDITIONS D 0 O N Surface o z w . The site was undeveloped and was being used by Haertl Constructors, F..- Ltd. Ltd. as a staging are for construction of a mini - storage facility on u. O Z the property to the east of the subject site. At the time of our ta study, the site was occupied by construction equipment, an office trailer, fuel tanks, wood piles, garbage bins, and a semi - trailer. z ~ The property has an approximate 190 foot frontage along Pacific Highway South, and an approximate 170 foot frontage along 154th Street South. The site is relatively flat and was covered by a thin veneer of granular surfacing at the time of our study. Subsurface The site was explored by drilling three test borings at the locations shown on Plate 2. Please refer to the boring logs in the appendix for a detailed description of the conditions encountered at each location explored. Boreholes along with a review of a previous geotechnical study entitled "Subsurface Investigation and Geotechnical Evaluation" (Rittenhouse - Zeman, 12/3/86) indicated that the subject site is underlain by loose to medium dense fill to depths ranging from twelve (12) to nineteen (19) feet. The fill consists of concrete blocks up to approximately ten feet across, metal, glass, wood, asphalt concrete, brick, and glass in a sand /gravel /silty sand matrix. Earth Consultants, Inc. Barghausen Consulting Engineers, Inc. March 24, 1988 Groundwater Groundwater was encountered at a depth of 37.5 feet in boring B -1B. Based solely on topography, shallow groundwater flow is inferred to be toward the east. General Foundations Discussion and Recommendations E -3775 Page 3 The major considerations in the construction of the proposed project are the existence of fills with variable densities and strength characteristics. In order to provide adequate foundation and pavement support to the proposed development, it is important to proofroll all surfaces, and place structural fills beneath the building areas as described in the sections entitled "Site Preparation and Earthwork" and "Foundations ". The proposed structures may be supported on conventional continuous and spread footings bearing on a minimum of two (2) feet of compacted structural fill. Overexcavation of soil below the footing may be required depending on final site grades. Fill placed under footings should extend outward from the edge of the footings at least a distance equal to the depth of fill. Exterior footings should be bottomed at a minimum depth of eighteen (18) inches below the lowest adjacent outside finish grade. Interior footings may be at a depth of twelve (12) inches below the top of the slab. Footings founded on compacted structural fill one and one -half feet below the ground surface may be designed for an allowable soil bearing capacity of two thousand (2000) pounds per square foot (psf). Continuous and individual spread footings should have minimum widths of twelve (12) and eighteen (18) inches, respectively. A one -third increase in the above bearing pressures may be used when considering short term wind and seismic loads.. For the above design criteria, it is anticipated that almost all settlements should occur during construction, and post construction settlements will be less than one inch. Lateral loads due to wind or seismic forces may be resisted by friction between the foundations and the supporting compacted fill subgrade or by passive earth pressure on the foundations. For the ,latter, the foundations must be poured "neat" against the existing soil or backfilled with a compact fill meeting the requirements of structural fill. A coefficient of friction of 0.35 may be used between the structural foundation concrete and the supporting subgrade. The passive resistance of undisturbed natural soils and Earth Consultants. Inr. Z '~ 0 N0 LU J t u 1 u. �a w Z E- ZO U ON OI- li! uj O .Z U = O ~ Z Darghausen Consulting Engineers, Inc. March 24, 1988 well compacted fill may be taken as.equal to the pressure of a fluid having a density of three hundred fifty (350) pounds per cubic foot (pcf) . We recommend that drains be placed around all perimeter footings. The drains should be constructed with a four inch diameter perforated pipe bedded and covered with free - draining gravel. The drains should have positive gradient towards suitable discharge facilities. The footing drainage system should not be tied into the roof drainage system until the drains are tightlined well away from the building. The footing excavation should be backfilled with granular soil except for the top foot which should be backfilled with a relatively impermeable soil such as silt, clay, or topsoil. Alternately, the surface can be sealed with asphalt or concrete pavements. Slab -on -Grade Floors E -3775 Page 4 Slab -on -grade floors may be supported on a minimum of two (2) feet of structural fill compacted to 95 %. The slab should be provided with a minimum of four inches of free - draining sand or gravel. In areas where moisture is undesirable, a vapor barrier such as a 6 mil plastic membrane should be placed beneath the slab. Two inches of sand may be placed over the membrane for protection during construction and to aid in curing of the concrete. Excavations and Slopes In no case should excavation slopes be greater than the limits specified in local, state, and national government safety regulations. Temporary cuts greater than four feet in height should have an inclination no steeper than 1:1 (Horizontal:Vertical). As an alternate to open cuts, temporary shoring can be used in conjunction with vertical cuts. Detailed criteria for shoring systems can be developed later, if needed. All permanent cut and fill slopes should be inclined no steeper than 2:1 (H:V). We recommend that all excavated slopes be examined by ECI to verify that conditions are as anticipated. Supplementary recommendations can then be developed, if needed, to improve stability, including flattening of slopes or installation of surface or subsurface drains. In any case, water should not be allowed to flow uncontrolled over the top of any slopes. Site Drainage Groundwater was observed at a depth of 37.5 feet in our borehole B- 1B. However, it has been our experience that groundwater levels change significantly due to changes in rainfall amounts, surface drainage or other. factors. If seepage is encountered in the excavation, the water should be drained away from the site by use of Earth r'.nncttl+eln+n Barghausen Consulting Engineers, Inc. March 24, 1988 E -3775 Page 5 drainage ditches, perforated pipe, or French drains, or by pumping from sumps interconnected by shallow connector trenches at the bottom of the excavation. We suggest that appropriate locations of subsurface drains, if needed, be established during grading operations by a representative of ECI, at which time the seepage areas, if present, may be more clearly defined. The excavation and site should be graded so that surface water is directed off the site and away from the tops of slopes. Water should not be allowed to stand in any area where buildings or pavements are to be constructed. During construction, loose surfaces should be sealed at night by compacting the surface soils to reduce infiltration of rain into soils. Final site grades should allow for drainage away from the building foundations. We suggest that the ground be sloped 3 percent for a distance of at least ten feet away from the buildings except in areas that are to be paved. Pavement Areas All parking and roadway areas may be supported on the recompacted subgrade or on a minimum of twelve (12) inches of structural fill placed in accordance with the Site Preparation section of this report. A greater thickness may be needed to stabilize soft, wet, or unstable areas. The upper: twelve inches of pavement subgrade should be compacted to at least 95 percent of the maximum density. Below this level, a compact effort of 90 percent would be adequate. The pavement section for lightly loaded traffic and parking areas should consist of three inches of asphalt concrete (AC) over six inches of crushed rock base (CRB) or three inches of asphalt treated base (ATB) . Site Preparation and General Earthwork The building and pavement areas should be stripped and cleared of all organic matter and any other deleterious material. The stripped materials should not be mixed wfth any materials to be used as structural fill. Structural fill is defined as any fill placed under buildings, roadways, slabs, pavements, or any other load bearing areas. Following the stripping operation, the ground surface where structural fill, foundations, or slabs are to be placed should be proofrolled. All proofrolling should be performed under the observation of a representative of ECI. Soil in any loose or soft areas should be removed and replaced with structural fill to a depth that will provide a stable base beneath the general structural fill. Fill may be placed on a slope; however, where the slope exceeds 4:1 (H:V) , the slope should be benched prior to placement of the fill. The benches should have an outward slope of less than 5 percent. Earth Consultants, Inc. Q = Z ft 2 UO 6 • 0 U) es Ul W • O g? Nd = - w _ ? �- ZO uj U � 0- OH ww r_ O z U= )7-* ~ z Darghausen Consulting Engineers, Inc. March 24, 1988 z _ t- z rt w 6 00 N LIJ J � ti W On site soils at the time of our exploration were near the optimum u_ moisture content and . may be used as structural fill provided grading cnd operations are conducted during dry weather. However, on -site soils w have a significant amount of fines. Thus, compaction and grading z will be difficult if the soil moisture increases above the optimum 1-0 moisture content. The moisture can be reduced by aeration in dry w weather or using lime or .cement stabilization. If the moisture 2D content can not be reduced, it may be necessary to use imported U w granular soil as structural fill. Ideally, the structural fill to be 0 - placed in wet weather should consist of granular material with a W maximum size of three inches and no more than 5 percent fines v passing the No. 200 sieve. u.0 .z Underground Tanks v co As stated elsewhere in this report, the proposed location for the z three new underground storage tanks is underlain by loose to medium dense silty sand and gravel fill soils. The tanks should be placed on a minimum of twelve inches of granular bedding consisting of sand or gravel. Structural fill under floor slabs and footings should be placed in horizontal lifts and compacted to a minimum 95 percent of the maximum dry density in accordance with ASTM Test Designation D -1557- 78 (Modified Proctor). The fill materials should be placed at or near the optimum moisture content. Fill under pavements and walks should also be placed in horizontal lifts and compacted to 90 percent of maximum density except for the top twelve (12) inches which should be compacted to 95 percent of maximum density. ■••t_..1:C0.4 .; ,r< s.;i.l:.; w: tsstl'vX `g 3:::�• ",t�;,1'd::i't.':: Additional Services Limitations Earth r..nnciilt lr,, E -3775 Page 6 Our recommendations and conclusions are based on the site materials observed, selective laboratory testing, and engineering analysis. The conclusions and recommendations are professional opinions derived in accordance with current standards of practice. No warranty is expressed or implied. Furthermore, soil and groundwater conditions between boreholes and in areas not explored by boreholes may vary from those encountered by the borings, especially on the northwest sector of the site. The nature and extent of variations between borings and in unexplored areas may not become evident until construction. If variations then appear, ECI should be allowed to reevaluate the recommendations of this report prior to proceeding with the construction. It is recommended that ECI provide a general review of the final design and specifications to verify that the earthwork and Barghausen Consulting Engineers, Inc. March 24, 1988 E -3775 Page 7 foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications. It is further recommended that ECI be retained to provide geotechnical services during construction. Because of the nature of this project, we do not accept responsibility for the performance of the foundation or earthwork unless we are retained to review the construction drawings and specifications, and to provide construction observation and testing services. This is to observe compliance with the design concepts, specifications or recommendations and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. The appendix and following plates are included and complete this report: Plate 1 Plate 2 Plate 3 Plates 4 Plate 8 through Respectfully submitted, EARTH CONSULTANTS, INC. 7 on W. Spence , M.Sc. Project Manager /Hydrogeologist -e-i-aa-c-<-t— William Chang, P.E. Project Engineering Manager DWS /WC /whr Earth Consultants. Inc Vicinity Map Borehole Location Map Legend Borehole Logs Grain Size Analysis • w 6 00 wF- N u- w 2 u_Q = d 1- w Z E- O Z F - . U O - O I- w • w u. Z O Z Barghausen Consulting Engineers, Inc, March 24, 1988 Appendix FIELD EXPLORATION AND LABORATORY TESTING Our field exploration was subsurface conditions were explored performed on February 26, 1988. The of 44 feet below the existing surface a drilling to a maximum depth shown on Plate 2, approximate locations The locations of the boreholes were approximately located by to from property corners indicated on the site y ping Barghausen Consulting Engineers Inc.. plan provided by approximately determined by hand level. The locations andeelevations were of the borings should be considered accurate only to the degree implied by the method used. gree The field exploration was continuously monitored by a geologist from our firm who classified the soils encountered, maintained a log of each borehole, obtained representative bulk soil samples o bserved pertinent site features. Soils were classified visually a h _ the field according to the Unified Soil Classification System whic is presented on Plate 3, Legend. The consistency of the soil h estimated based on the effort required to drive a split spoon sampler twelve inches utilizing a 140 pound hammer dropped 30 inches, and other factors. Logs of individual borings are rese on Plates 4 through 6, Boring Logs. P nted interpretation of the field logs and the results of the laboratory our examination and testing of field samples. lines on the logs represent the approximate The stratification lines In actuality, the transition m o be ate boundary between soil types. may gradual. Representative soil samples were returned to our laboratory placed in closed containers and Moisture determinations were p rformede on les. Res ul ul tino. moisture determinations, together ts of the boring logs included in this r por are shown on Earth Consultants. Inc E -3775 Page 8 t 'W414444,4 MAJOR DIVISIONS GRAPH SYMBOL LETTER 'SYMBOL TYPICAL DESCRIPTION Coarse Grained Soils More Than 50% Material Larger Than No. 200 Sieve Size Gravel And Gravelly Soils More Than 50% Coarse Fraction Retained On No. 4 Sieve Clean Gravels (Mlle or no fines) o ° • • a a de ° 6e •° d ,, °o a ° :o o, n. • _ - ° °' ° GW gVy Well- Graded Gravels. Gravel• Sand Mixtures. Little Or No Fines ' :I: : 0 :: • : : • • • • • ! ! GP gp Poorly - Graded Gravels. Gravel - Sand Mixtures, Little Or No Fines Gravels With Fines( appreciable amount of lines ) aI a I G M gm Silly Gravels. Gravel- Sand - Sill Mixtures ' ;7 1 GC gc Clayey Gravels, Gravel Sand Clay Mixtures Sand And Sandy Soils More Than 50% Coarse Fraction Passing No. 4 Sieve Clean Sand (little or no lines) • 0 ; o ° o ° ° o ° • ° • • a p • .„ SW SW Well- Graded Sands, Gravelly Sands, Lillie Or No Fines -, 4� - • ::: : •• • .',;.• • • • � • � • SP sp Poorly-Graded Sands, Gravelly Sands. Little Or No Fines Sands With Fines (appreciable amount of lines) f ; • I a'�:�:I .( :•.'.. fl SM SR Silly Sands, Sand Sill Mixtures y1, � ' ' !tt s�� III SC SC Clayey Sands, Sand - Clay Mixtures G Grained Soils More Than 50 "p Material Smaller Than No 200 Sieve Size Silts Liquid Limit And Less Than 50 Clays ML L m l I norganic Silts 6 Very Fine Sands, Rock Flour,Silly- Clayey Fine Sands; Clayey Silts WI Slight Plasticity �/ CL Cl Inorganic Clays 01 Low To Medium. PPlasticity. Gravelly Clays, Sandy Clays. Silly Clays. Lean I I I I III I I ' I ' I 1 1 1 I 1 1 L pl Organic Silts And Organic Silty Clays Of Low Plasticity Silts Liquid Limit And Clays Greater Than 50 MH m h Inorganic Sills• Micaceous Or Diatomaceous Fine Sand Or Silty Soils CH Ch Inorganic Clays 01 High Plasticity. Fat Clays 4//// / /f OH �� Oh (//////Y‘,-- rr /iii Organic Clays 01 Medium To High Plasticity. Organic Silts Highly Organic Soils t .. : pT pt Peat, Humus, Swamp Soils With High Organic Contents Topsoil Fill Humus And Dull Layer Highly Variable Constituents The Discussion In The Text 01 This Report Is Necessary For A Proper Understanding 01 The Nature 01 The Malerial Presented In The Attached Logs Notes : Dual symbols are used to indicate borderline soil classification. Upper case letter symbols designate sample classifications based upon lab- oratory testing; lower case letter sy rbots designate classifications not verified by laboratory testing. I 2 SPLIT SPOON SAMPLER T• 2.4" I.D. RING SAMPLER OR 1L SHELBY TUBE SAMPLER P SAMPLER PUSHED SAMPLE NOT RECOVERED SL WATER LEVEL (DATE) WATER OBSERVATION WELL Earth Consultants Inc. Geotechnical Engineering and Geology C TORVANE READING, tsf qu PENETROMETER READING. tsf W MOISTURE, percent of dry weight pcf DRY DENSITY, pounds per cubic ft. LL LIQUID LIMIT, percent PI PLASTIC INDEX Proj. No. 3775 LEGEND Date Mar' 88 Plate 3 Logged By SCS Date 2-26 -88 BORING NO 1A ELEV +,5'± Graph C S CS sm sm Fill: Gravel and sand, light brown, tan Gray an• •rown intermixe si ty SAND with _gravel AC debris, concrete, moist Fill: Dark brown silty SAND with gravel asphalt, concrete and wood fragments, moist, medium dense • Soil Description Earth Consultants Inc. G.otechnical Ensinesring and Geology i Depth (ft.) 5 Sample S (N) Blows Ft. 50/3" 19 Subeurtees Conditions depicted represent our observations at the tittle end location of this sapiorMory hole. modified by engineering tests, analysis, and judgement. They are not necessarily representative of other times and locations. We cannel accept r..ponsibiMy for the use or interpretation by others of intormalbn presented on this log. w (% ) Refusal on suspect concrete block at 9.5' Boring terminated at 9.5 feet below existing grade. No groundwater encountered during drilling. Boring backfilled with cuttings. BORING LOG PROPOSED AM /PM MINI MARKET KING COUNTY, WASHINGTON 1 z I, w CC 2 00 N O im UJ Nu_ W 0 g J' u..? (.12 a z F- ZO W v o - CI I-. w ill I . I I 0 z w v _i 0 • z BORING NO. 1E1 Logged By SCS 2 -26 -88 ELEV 5' Date Graph CS So il Description De Sample (N) Blows Ft. . • :+: • • • ♦* .♦ A: NNt ••••• �:�:�:•:• • �»�» :+�+• * * * *iii **i.i �i�i •�i�i�i .�i�i** «.» m i((CFI sm (see boring 1A for logs above 9 feel Fill: Green oxidized brown silty SAP with gravel and angular asphalt, trace organics, petroleum odor, moist, ' loc se • 9 --15 _ - I I 7 2 3 49 35 50/5" 50/4" 88/12" _ sm Gray oxidized light brown fine to coarse grained, clayey (plastic) silty SAND with trace gravel, moist; dense - seepage at 28.5 feet, wet —20 —25 _ _30 - - --35 - —40 - ** sm _ " sp sm Light brown clayey (plastic) silty SAND with occasional rounded gravel, moist, dense - seepage at 33 feet, wet, very dense Light gray fine to coarse grained silty SAND, occasional rounded gravel, moist, very dense, with interbedded clean coarse grained sand zones. Boring terminated at 44 feet below existing grade. Groundwater encountered at 37.5 feet duirng drilling. Well as Built: Screen size; .010 Casing size; 2" Screen location; 40 to 25' Bentonite seal; 22 to 5' Concrete; 4' to surface Backfill; #8 sand 40 to 22' and 5 to 4' Subsurface conditions d.Arcledepreeonl out obeervetions IS the tirm and location of this exploratory hole, modified by engineering tests, analysis. and lodgement They are not necessarily representative of Ohio limes and locations. We cannot accept responsibility for the use or interpretation by others of information presented on the by. ill �'. �_ i ' Consultants Inc. • Geotechniwl Engineering and Geology . BORING LOG PROPOSED AM /PM MINI MARKET KING COUNTY, WASHINGTON Proj. No. 3775 1 Date Mar' 88 [Plate 5 z iI- w cc 2 6 0 N (I)W J � N u W 2 ? . D. a = W _ Z Z O N 0 I- WW H0 � W = ~ O Z Logged By SCS Date 2 -26 -88 US. CS sm s m s Soil Description Fill: Gravel and sand Light brown tan gray brown intermixed silty SAND with gravel, concrete, asphalt debris, wood, brick - concrete fragments - cobble, rubble, wood at 10 feet BORING NO. �_ Gray fine to coarse, clayey silty SAND with gravel, moist, medium dense Gray oxidized brown staining fine to coarse silty SAND withtrace gravel, moist, medium dense Earth Consultants Inc. Geotechnical Engineering and Geology 4e Depth (ft.) — 5 — 10 15 — 20 Proj. No. 3775 Sample ELEV (N) Blows Ft. 19 11 25 11 43 Boring terminated at 24 feet below existing grade. No groundwater encountered during drilling. Boring backfilled with cuttings. Subsurface conditions civic represent ow obeervationa at the time sew/ location of this expbrasory hole. modified by engineering Iests, analysis. and judgement. They are not nec.ssarity representative of otter times and locations. We canna accept responsibility tot the use a interpretation by others of Information prssanwd on this log. w ( BORING LOG PROPOSED AM /PM MINI MARKET KING COUNTY, WASHINGTON Data Mar' 88 Ipiote Z w CL 2 6 00 w 0 co al J F N W O J u ?. w 1-- Z � ZO U� LIJ O 0 F- W W H U O .. Z U= H- Logged By SCS Date 2 -26 -88 US CS sin sm s m BORING NO. Soil Description Fill: Gravel and sand Light brown grayish fine to coarse grained silty SAND with occasional gravels, moist, medium dense Reddish brown fine to medium grained silty SAND, trace gravel, ash, trace wood loose moist (fill) Medium brown clayey SILT, medium stiff, interbedded, moist Light brown clayey silty fine to coarse SAND, interbedded with .5 inch sand lense, moist, medium dense - increasing gravel with depth Earth Consultants Inc. ie Proj. No. Depth (ft.) — 5 —10 _ 15 —20 3775 Sample I I I T Boring terminated at 24 feet below existing grade. No groundwater encountered during drilling. Boring backfilled with cuttings. Subsurtece conditions depicted represent our ob..rmlions at the time and location of this aeon hole. modified .xDlor y by engineering tests. snalysia, and judgement. They are not necessarily representative of other times and locations. Wo cannot accept responsibility for the use or interpretation by others of kt$otnwion presented on this log. BORING LOG PROPOSED AM /PM MINI MARKET KING COUNTY, WASHINGTON I Date ELEV -1.4'± (N) Blows Ft. 28 5 6 20 40 Mar'88 w (9b1 I Plate x 14 Ft 3 ;9 1 100 90 80 'fl m m 70 Z -1 'T1 60 Z m 50 CO 40 _m C) 30 20 10 0 0 0 0 0 Na CA N m 0 tf f7 N ter- c. COBBLES KEY O SIZE OF OPENING IN INCHES 0 0 0 0 0 000 'v M COARSE Boring or Test Pit No. B -3 B -2 B -1 0 N 1 FINE GRAVEL DEPTH (ft.) 2.5 2.5 2.5 �I ANALYSIS C CO 0 USCS SM SM GM I NUMBER OF MESH PER (NCH, U.S. STANDARD COARSE 03— ,- N M 'Q to 8 C { et M N r 00 (D V M N - O O O • GRAIN SIZE IN MILLIMETERS . . MEDIUM SAND 0 COO [ FINE HYDROMETER ANALYSIS go 0 0 0 i C7 O • GRAIN SIZE IN MM 8 8 8 O ro 0 v p 0 O 0 0 N O 8 g 0 0. O O 0 FINES DESCRIPTION silty SAND silty SAND with gravel silty GRAVEL with sand N 0 0 Moisture Content ( %) 9.9 11.0 6.1 10 20 30 40 50 60 70 80 90 100 O 0 LL • PL NOTICE: IF THE DOCUMENT IN THIS FRAME T CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY These drawings and all Information hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. is strictly prohibited. REVISED BY: A.R. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy REV. DATE: 3 -1 -05 Ss = 160 S1 = 55.6 SEISMIC CLASS = D SEISMIC DESIGN CATEGORY = E FILE COPY JOB NO: CALC BY: DATE: FILE: can -ar- 56x64- 20- 90 -2row4 -IBC STRUCTURAL CALCULATIONS DESIGN LOADS ROOF LIVE LOAD = 30 psf ROOF DEAD LOAD = 8 psf WIND SPEED = 90 mph EXPOSURE = C Page 1 of 21 EXPIRES = - MAR 0 1 2005 STRUCTURAL MATERIAL STRUCTURAL STEEL ASTM A -36 Fy = 36 ksi TUBULAR STEEL ASTM A -500 GRADE B Fy =-46 \NED F IR ROOF DECK ASTM A-448 Fy = 46 ksi DC t 0i'1pLi "MCE I CO BOLTS ASTM A -307 Ft = 20 ksi Fv = 10 ksi ANCHOR BOLTS A -307 Fu = 58 ksi C.it REFERENCES \ MANUAL OF STEEL CONSTRUCTION AISC (ASD)-1989 SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL MEMBERS - AISI IBC BUILDING CODE S4AR015 A.R. 11/29/2004 APR ? 5 2( 05 MAR 102005 REID MIDDLET0I' , INC. bog-• 3g z Z re 6 U0 co 0 J = r~ 2 u . w O 2 uQ co d =w IF z�. IE-O z r~- 11J Ili U ON oI— w w w = 0 1- z M These drawings and all information hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. is strictly prohibited. I. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 TABLE OF MEMBERS AND BASE PLATE: CANOPY DECK PURLIN P 1 BEAM B 1 MAIN COLUMN C 1 20 ga Use W16 x 50 with One Flange Brace(s) per Span Use W14 x 48 with Two Flange Brace(s) to Beam Below H.S.S. 12x12x5/16 * *USE 1 inX24X24 BASE PLATE WITHTWO GUSSETS BASE PLATE: EACH SIDE OF COLUMN ** ANCHOR BOLT ** USE (8) 1.50 in dia anchor bolts with 5 in hook mimimum ** FOUNDATION * *USE 5.0 ft X 5.0 ft X 6.5 ft DEEP FOOTING * *USE 32) #5 VERTICAL REBAR ** * *USE #4 TIES @ 3.75" O.0 VERTICALLY ** OR * *USE 5.0 ft Round X 7.5 ft DEEP FOOTING * *USE 24) #5 VERTICAL REBAR ** * *USE #4 TIES @ 3.75" O.0 VERTICALLY ** Page 2 of 21 Z re 1L1 J 0 0 co C LLJ u) CO W w u.a _ �w Z I 1— O ' Z F— uj 0 - C) W u. 0 w = . 0 1- z These drawings and all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS), Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 LOAD CONDITIONS DEFINTIONS D = Dead Load = 8 psf Lr = Roof Live Load = 30 psf L = Live Load = 0 psf S = Snow Load = 15 psf W = Wind Load = 15.73 psf E = Earthquake Load = 14.92 kips at columns LOAD CASES 1) D +L +(LrorS)= D +Lr= 8psf +30psf =38psf 2) D + L + (W or E/1.4) = D + E/1.4 3) D + L + W + S/2 = D + W < D + E/1.4 Load Case not Used 4) D +L +S +W /2= D +W /2 <D +E/1.4 Load Case not Used 5) D + E /1.4 is Redundant Load Case Not Used 6) 0.9D +/- E/1.4 = 0.9D + E/1.4 < D + E/1.4 Load Case not Used Only Load Cases 1 and 2 will be Considered. Page 3of21 1 z i O 00 CO CO UJ -J � w w 0 u a I w Z 1 1- O Z 1- uj U 0 ' o N O I-- ww .• z w co H � z These drawings and all Information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 4' -0 MAIN CANOPY DECK CALCULATION 9 ' -8 " W MAIN CANOPY DECK CALCULATION:: LL= 20 psf DL= 8 psf w= 37.2 # /ft( per 16" panel ) Mmax( +) = 2.45 in -kips Mmax( -)= 4.85 in -kips fb= 15.65 ksi < allowable = 30 ksi o.k ** use 20 ga roof deck ** see next to last sheet for panel properties. ** use deck clip. Attach deck to purlin, one per panel. see last sheet for panel properties. 9 , -8 „ 9 , -4 „ 1' - PANEL SECTION 9 r -8 „ 9 , -8 „ 4' -0" Page 4 of 21 These drawings and all Information hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 * SUMMARY OF THE INPUT INFORMATION * ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports in Inch Hinged support at X= 48.000 Hinged support at X= 164.000 Hinged support at X= 280.000 * Total number of different materials : 1 From X= 0.000 to X= 672.000 E= 29000.000 ksi * Total number of different sections : 1 From X= 0.000 to X= 672.000 IX= 100.000 Inch * *4 * Total number of distributed loads : 1 Unit lb /ft At X= 0.000 W 1= - 50.500 At X= 672.000 W2= - 50.500 * * * * * * * * * * * * * * * * * * * * * * * * ** * SUMMARY OF THE RESULTS * * * * * * * * * * * * * * * * * * * * * * * * * ** * LENGTH UNIT Inch ; FORCE UNIT : Kip * MAXIMUM VALUES * Max. displacement is 0.00000 at X= 48.000 * Min. displacement is - 0.00105 at X= 0.000 * Max. shear force is 0.24588 at X= 508.000 * Min. shear force is - 0.24588 at X= 164.000 * Max. moment is 2.44777 at X= 222.000 * Min. moment is - 4.84800 at X= 48.000 * TOTAL APPLIED LOADS * Total applied concentrated load: 0.000 Kip * Total applied concentrated moment: 0.000 Kip Inch * Total applied distributed load: -2.828 Kip * SUPPORT REACTIONS * Reaction at X= * Reaction at X= * Reaction at X= * Reaction at X= * Reaction at X= * Reaction at X= 48.000: Force= 164.000: Force= 280.000: Force= 392.000: Force= 508.000: Force= 624.000: Force= 0.447 Moment= 0.489 Moment= 0.478 Moment= 0.478 Moment= 0.489 Moment= 0.447 Moment= Hinged support at X= 392.000 Hinged support at X= 508.000 Hinged support at X= 624.000 0.000 0.000 0.000 0.000 0.000 0.000 Page 5 of 21 These drawings and all Information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 T PURLIN CALCULATIONS: 8 psf 30 psf dead load = live load = beam carries 9.7 ft tributary width w= 369 # / ft end defl= 5.1 in/ 100 1 '4 span defl= 6.6 in/ 100 target end Ix= defl(180)(100)/(Lx12) = 677 in"4 target span Ix= defl(240)(100)/(Lx12) = 318 in^4 try W16 x 50 unbraced -L (in) = ( -)Mmax (k -in) = (- )Fb(ksi)= (- )fb(ksi)= target deflections :(in) end due to DL +LL = L/180= 0.75 span due to DL +LL = L/240= 2.08 end due to DL = L/540= 0.25 span due to DL = L1720= 0.69 actual deflections:(in) end due to DL +LL = end due to DL = PURLIN CALCULATION Use W16 x 50 with One Flange Brace(s) per Span Use (4) 5/8 in A307 Bolts to Header Beams R1 = 11.8 kips 11' -3 1/2" R1 Ix (in ^4)= 659 16 281 23.8 3.5 W LOAD CONDITION #1, #2 NOT CONSIDERED end L= 11.3 ft span L= 41.5 ft S (in ^3)= 81 unbraced -L (in) = 249 ( +)Mmax (k -in) = 775 ( +)Fb(ksi)= 13.2 ( +)fb(ksi)= 9.6 0.77 span due to DL +LL = 0.16 span due to DL = 41' -5" 1.00 0.21 11' -3 1/2" t R1 Page 6 of 21 These drawings and all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 Input and Output of Purlin ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * SUMMARY OF THE INPUT INFORMATION * ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports in Inch Hinged support at X= 135.500 Hinged support at X= 632.500 * Total number of different materials : 1 From X= 0.000 to X= 768.000 E= 29000.000 ksi * Total number of different sections . 1 From X= 0.000 to X= 768.000 IX= 100.000 Inch * *4 * Total number of distributed Toads : 3 Unit lb/ft At X= 0.000 W1= - 77.400 At X= 768.000 W2= - 77.400 At X= 0.000 W1= - 145.000 At X= 768.000 W2= - 145.000 At X= 0.000 W1= - 145.000 At X= 768.000 W2= - 145.000 * * * * * * * * * * * * * * * * * * * * * * * * ** * SUMMARY OF THE RESULTS * * * * * * * * * * * * * * * * * * * * * * * * * ** * LENGTH UNIT Inch ; FORCE UNIT : Kip * MAXIMUM VALUES * Max. displacement is 3.60911 at X= 768.000 * Min. displacement is - 5.39486 at X= 384.000 * Max. shear force is 7.60824 at X= 632.500 * Min. shear force is - 7.60824 at X= 135.500 * Max. moment is 664.25896 at X= 384.000 * Min. moment is - 281.06473 at X= 135.500 * TOTAL APPLIED LOADS * Total applied concentrated Toad: 0.000 Kip * Total applied concentrated moment: 0.000 Kip Inch * Total applied distributed Toad: - 23.514 Kip * SUPPORT REACTIONS * Reaction at X= 135.500: Force= 11.757 Moment= 0.000 * Reaction at X= 632.500: Force= 11.757 Moment= 0.000 Page 7 of 21 Z re ui -J C.) 0 0 J I N W W 0 QQ LLQ co = a w Z O Z I- W • W • p D- a ;- W W • U • ~ ll! Z U = 1.= ~. Z These drawings and all information hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 HEADER BEAM CALCULATION: P1 = 5.4 kips P1 r = 5.4(20/26) * .4 + 5.4(6/26) = P2 = 7.9 kips P2r = 7.9(20/26) * .4 + 7.9(6/26) = Live Load Reduction Pecentage = .08(1540 - 150) = 111.2 = Use 40% end L= 7 ft span L= end deft= 2.4 in/ 100 1 '4 span defl= target end lx= defl(180)(100) /(Lx12) = target span lx= defl(240)(100) /(Lx12) = try W14 x 48 unbraced -L (in) = ( -)Mmax (k -in) = (- )Fb(ksi)= (- )fb(ksi)= P2 target deflections:(in) end due to DL +LL = L/180= 0.47 end due to DL = L/540= 0.16 actual deflections:(in) end due to DL +LL = end due to DL = HEADER BEAM CALCULATION 0.10 lx (in ^4)= 485 116 907 23.8 12.9 Support Reactions R1 = 34.2 kips Use (4) 5/8 in A307 Bolts into Column Cap Plate 9'-8" 9'-8" 9' -4" 34 6.4 514 376 0.49 span due to DL +LL = 1.32 ft in/ 100 ^4 in ^4 in ^4 S (in ^3)= 70.3 unbraced +L (in) : 232 ( +)Mmax (k -in) = 1187 ( +)Fb(ksi)= 17.9 ( +)fb(ksi)= 16.9 span due to DL +LL = L/240= 1.70 span due to DL = L/720= 0.57 span due to DL = Use W14 x 48 with Two Flange Brace(s) to Beam Below 9' -8" 9' -8" R1 R1 7' -0" I 34' -0" I 7' -0" 2.91 kips 4.25 kips 0.28 P1 P3 P3 P2 Page 8 of 21 z Iz re 41 � O 0 u) 0 W= J H • u_ w 0 � = • d w Z = Zo L1.1 U 0 . O - O f- w W 9-- O i1j 0 =. 0 z These drawings and all Information hereon are of a confidential nature end remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by writter permission of Frey-Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 Input and Output for Header Beam - Load Condition #1 * SUMMARY OF THE INPUT INFORMATION * TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports In Inct Hinged support at X= 84.000 Hinged support at X= 492.000 " Total number of different materials : 1 From X= 0.000 to X= 576.000 E= 29000.000 ks * Total number of different sections : 1 From X= 0.000 to X= 576.000 IX= 100.000 Inch "' * Note: loading acting directly at support will be Ignored * Total number of concentrated loads : 6 Unit Kip Inc! At X= 0.000 load P= - 10.800 Moment= 0.00( At X= 116.000 load P= - 11.800 Moment= 0.00( At X= 232.000 load P= - 11.600 Moment= 0.00( At X= 344.000 load P= - 11.600 Moment= 0.00( At X= 460.000 load P= - 11.800 Moment= 0.00( At X= 576.000 load P= - 10.800 Moment= 0.00( **** * *"" ***/M ***** * * * * ** " SUMMARY OF THE RESULTS * ****** ****5***** ******"* • LENGTH UNIT Inch ; FORCE UNIT: Kip * MAXIMUM VALUES * Max. displacement is 2.42448 at X= 576.000 * Min. displacement is - 6.33495 at X= 288.000 * Max. shear force Is 23.40000 at X= 460.000 * Min. shear force is - 23.40000 at X= 84.000 * Max. moment is 1187.20005 at X= 232.000 " Min. moment is - 907.20002 at X= 84.000 *TOTAL APPLIED LOADS *Total applied concentrated load: - 68.400 Kir * Total applied concentrated moment: 0.000 Kip Inc! "Total applied distributed load: 0.000 Kir " SUPPORT REACTIONS * Reaction at X= 84.000: Force= 34.200 Moment= 0.001 • Reaction at X= 492.000: Force= 34.200 Moment= 0.001 Page 9 of 21 4 r41. These drawings end all Information hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawtngs for any purpose, except by written permission of Frey-Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 P2 BEAM CALCULATION: LOAD CONDITION #2 X Direction Point Loads Calculated by Taking Total Load and multipling by the ratio of DL / LL to get DL only P1x = 11.8 kips x 8 psf / 38 psf = 2.48 kips Y Direction Point Loads Calculated using Equation 16 -50 Fx= 1.2xSDS /Rxw SDS= 1.06 R = 2.5 w = 8 psf x 9.67 ft x 64 ft / 1000 = 4.95 kips Ply = 1.2 x 1.06 x 4.95 / 2.5 = 2.52 kips Deflections taken from M- Strudl Output end deflection x = 0.09 in end deflection y = 0.38 in. span deflection x = 0.23 in span deflection y = 0.98 in. 9' -8" R1 7' -0" end L= 7 ft span L= 34 ft 4 P1 HEADER BEAM CALCULATION 9' -8" 9'-4" P3 P3 9' -8" P1 9' -8" R1 34'-0" 7-0" P2 Page 10 of 21 41a Sh ill`. SUNU: i�%: �LG ..vi•iA.'.Ny:.i%iLi.,.iµra \\u JG•S.n•..i: . wv: kt .J.�i:�c4•aw".Y4:SwJ..4..1.2Z. w+E :E.,t:i4'o-. wx•v.iA'�h }u,l.i i.T These drawings and all information hereon are of a confidential nature and remain the property of Fre•Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Fre•Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 BEAM CALCULATION: LOAD CONDITION #2 try W14 x 48 unbraced -L (in) = Mx max (k -in) = Fbx (ksi)= fbx (ksi)= fbx / Fbx = Use W14 x 48 HEADER BEAM CALCULATION Ix (in ^4)= 485 ly (in ^4)= 51.4 fbx / Fbx + fby / Fby = 0.99 < 1.00 target deflections:(in) end due to DL +LL = L/180= 0.47 end due to DL = L/540= 0.16 Sx (in ^3)= 70.3 Sy (in ^3)= 12.8 116 unbraced +L (in) ; 116 249 My max (k -in) = 255 23.8 Fby (ksi)= 23.8 3.5 fby (ksi)= 19.9 0.15 fby / Fby = 0.84 OK span due to DL +LL = L/240= 1.70 span due to DL = L/720= 0.57 Support Reactions Rix = 7.2kips R1y = 7.27 kips Use (4) 5/8 in A307 Bolts into Column Cap Plate Max Rx = 7.2 kips Max Ry = 7.27 kips 4) 5/8" bolts good for 12.4 kips in Shear and 24.4 kips in Tension 7.2/24.4 +7.27/12.4 = 0.88 <1.33 OK Page 11 of 21 Z ' Z ~ QQ j JU 00 0 w � w0 r. cn I 1- F--0 Z f- U � O S O 1- w r z u. 0 w U= • ~ Z These drawings and all information hereor are of a confidential nature and remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 * *** * *•*** Input and Output for Header Beam - Load Condition #2 Dead Load x Directiol * SUMMARY OF THE INPUT INFORMATION' TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports in Inct Hinged support at X= 84.000 Hinged support at X= 492.000 * Total number of different materials : 1 From X= 0.000 to X= 576.000 E= 29000.000 ks * Total number of different sections . 1 From X= 0.000 to X= 576.000 IX= 586.000 Inch * *z * Note: loading acting directly at support will be ignored * Total number of concentrated loads : 6 Unit Kip Inc! At X= 0.000 load P= -2.270 Moment= 0.001 At X= 116.000 load P= -2.480 Moment= 0.00( At X= 232.000 load P= -2.440 Moment= 0.00( At X= 344.000 load P= -2.440 Moment= 0.00( At X= 460.000 load P= -2.480 Moment= 0.00( At X= 576.000 load P= -2.270 Moment= 0.00( " SUMMARY OF THE RESULTS * •***** * ***** ** *m•**** * ** * LENGTH UNIT Inch ; FORCE UNIT : Kip MAXIMUM VALUES • Max. displacement is 0.08713 at X= 0.000 * Min. displacement is - 0.22749 at X= 288.000 • Max. shear force is 4.92000 at X= 460.000 • Min. shear force is - 4.92000 at X= 84.000 * Max. moment is 249.80001 at X= 232.000 * Min. moment is - 190.68000 at X= 492.000 *TOTAL APPLIED LOADS • Total applied concentrated load: - 14.380 Kir • Total applied concentrated moment: 0.000 Kip Inc! Total applied distributed load: 0.000 Kir * SUPPORT REACTIONS * Reaction at X= 84.000: Force= 7.190 Moment= 0.001 Reaction at X= 492.000: Force= 7.190 Moment= 0.001 Page 12 of 21 These drawings and all Information hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 Input and Output for Header Beam - Load Condition #2 Seismic in y Directit "SUMMARY OF THE INPUT INFORMATION * TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION * Types and the locations of the supports in Inc Hinged support at X= 84.000 Hinged support at X= 492.000 * Total number of different materials : 1 From X= 0.000 to X= 576.000 E= 29000.000 k: "Total number of different sections : 1 From X= 0.000 to X= 576.000 IX= 100.000 Inch ** * Note: loading acting directly at support will be ignore " Total number of concentrated loads : 6 Unit Kip Inc At X= 0.000 load P= -2.280 Moment= 0.00 At X= 116.000 load P= -2.520 Moment= 0.00 At X= 232.000 load P= -2.470 Moment= 0.00 At X= 344.000 load P= -2.470 Moment= 0.00 At X= 460.000 load P= -2.520 Moment= 0.00 At X= 576.000 load P= -2.280 Moment= 0.00 *SUMMARY OF THE RESULTS * * LENGTH UNIT Inch ; FORCE UNIT : Kip * MAXIMUM VALUES * Max. displacement is 0.52863 at X= 576.00( * Min. displacement is - 1.36244 at X= 288.00( * Max. shear force is 4.99000 at X= 460.00( * Min. shear force is - 4.99000 at X= 84.00( * Max. moment is 254.68001 at X= 288.00( * Min. moment is - 191.52000 at X= 84.00( * TOTAL APPLIED LOADS * Total applied concentrated load: - 14.540 Ki *Total applied concentrated moment: 0.000 Kip Inc * Total applied distributed load: 0.000 Ki "SUPPORT REACTIONS * Reaction at X= 84.000 : Force= 7.270 Moment= 0.0C * Reaction at X= 492.000 : Force= 7.270 Moment= 0.0C Page 13 of 21 '~ W Q Q JU U O CO = 111 J � U- W O g tL 4 u) ▪ Co I- W Z = I O Z F- W U O N • H W H� O Z U= O ~ Z These drawings and all Information hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 WIND & SEISMIC ANALYSIS wind analysis: refer IBC Building Code height to top of structure = 20 ft wind speed = 90 mph Importance factor, I = 1.00 Wind Exposure Factor = C = 1.21 Per table 1609.6.2.1(1) Zone 1 = 7.2 psf Per table 1609.6.2.1(1) Zone 4 = -5.8 psf Total Wind Load = Zone 1 + 4 = 13.00 design wind force = Wind Load X 1.0 X 1.21 = 15.73 psf seismic analysis: refer IBC Building Code From Figure 1615(1) Ss = From Figure 1615(2) S1 = 1.597 g 0.556 g From Section 1615.1.1 The Site Class D has been selected From table 1615.1.2(1) Fa = 1 From table 1615.1.2(2) Fv = 1.5 Seismic Use Group from Table 1604.5 1 SMS= FaxSs= 1.60 SM1 =FvxS1= 0.83 SDS= 2 /3SMS= 1.06 SD1 = 2/3 SM1 = 0.556 Seismic Design Category E Response Modification Factor from Table 1617.6 - 6.A. 2.5 Page 14 of 21 These drawings and all information hereon are of a confidential nature and remain the property of Fre•Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Fre•Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 WIND & SEISMIC ANALYSIS seismic analysis continued: Per Section 1616.6.1 the Simplified Analysis has been selected Equation 16 -49 shows V = 1.2 x S / R x W Weight of Canopy is as follows: Weight of steel including 1/2 columns = 25.71 kips Weight of Deck = 2.2 lbs/ft x 56 ft x 64 ft = 7.88 kips Weight of Fascia, Outriggers and Soffit = 3.60 kips Total Weight = 37.20 kips Reaction from Seismic at top of Canopy = V = 19.009 kips moment from seismic load: moment from wind load: canopy width= B = 56 ft no of cols= . 4 canopy length =L = 64 ft Height of Center of Fascia = 16.5 ft Moment = V* Height /# Columns = 78.41 kft Fascia Height = Effective Fascia Length = Columns in Effective Area = Design Wind Force = Reaction = Wind *Length *Fascia *1.5 /Columns = Moment from Wind = Reaction x Column Height = 15.80 ft -kips Moment from LL If Single Row of Columns 1/2 Live Load Moment = (LL /2) *Area *Dist = Offset Moment = TL *Width *Area *Offset = 3 ft 23.5 ft 2 columns 15.73 # /ft^2 0.83 kips 0.00 ft -kips 0.00 ft-kips Total Moment = Wind or Seismic + Greatest Live Load Moment = 78.41 ft-kips Page 15 of 21 z _� W J U O 0 C o J H w 0 L Q c : i w z - � uj zf- U 0 O N O 1- w I - U - o w U= O z These drawings and all information hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc, is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 MAIN COLUMN CALCULATION: Cl Column Selection: Try H.S.S. 12x12x5/16 Sx = 50.7 in ^3 lx = 304 inA4 KH /r = 100.59 Column Calculation at Rigid Frame: Seismic Moment is Greater Load Combination : DL + LL + WL P = DL + LL = 34.20 kips fa =P /A = 2.55 ksi WL or EL COLUMN A = 13.4 inA2 K = 2.1 Fa = 14.27 ksi Fb = 27.6 ksi fa /Fa= 0.18 AISC EQ.H1 -1 APPLIED Maximum Moment= 78.41 ft-kips fb = Moment *12 /Sx = 18.56 Use Equation H1-1 = Cm (fb) / [ Fb (1- fa /Fe )] = 0.69 ksi fa /Fa + fb /Fb = 0.87 < 1.00 O.k. LATERAL DRIFT= R.h03. /3EIx = 1.85 in ** *USE H.S.S. 12x12x5116 FOR COLUMN * ** DL LL r = 4.76 in Height = 19 ft Fe= 14.76 ksi Page 16 of 21 z Z J U 00 N W = wO 2 g Q co i d ? � E- O z � jjj U0 O N OI- 11.1 u j 0 Ui z. O I- z 0 0 0 0 0 0 0 0 L 24" J, 3- I- I These drawings and all information hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 TYP. COLUMN BASE PLATE CALCULATION moment from wind /seismic, M1 = 78.41 ft-kips axial force, P1 = 34.2 ft -kips design moment, M = 78.41 kft design axial force, P = 34.20 kips L= length of base PL = B =width of base PL = dl =hole dist from edge = T= tension in the anchor bolts,M /d2 = Al =conc foundation area= A2 =base pl area = Fp= 0.35(fc)[sgrt(A1 /A2)] = fp1= pressure in conc= 2T /(d3.B) = P /A= fp2 =conc prat col = fpl .d / d3 = MpIl =(fpl +fp2) /2 *(d3 -d) + P/A *(d3 -d) = Mp12= T *(d3 -d -d1) = Mpl =des Mom for p1= plate thk,tp= sgrt[6Mpl /0.75Fy]= ** USE 1 in X 24 X 24 BASE PLATE WITH TWO GUSSETS EACH SIDE OF COLUMN ** 5/16 AXIAL FORCE (FROM DL & LL) OMENT (FROM WL) COLUMN T (TENSION) COMAREASION BASE PLATE fp1 24 24 3 0.29 0.06 0.19 6.33 7.84 7.841 1.32 in in in 62.73 25 4 1.75 ksi < ksi < ksi kft kft kin in kips sq ft sq ft ksi 1.75 ksi o.k 1.75 ksi o.k Page 17 of 21 n t�i�wFe,a,S:,:i: ;.;er:uJ2au .ir+:t ct,.c.:.. A4,1:A4A44i: These drawings and all information hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 Column Foundation Calculations Anchor Bolt Calculation uplift force by wind =p *Leff *Bc /n =Pup= 7.76 kips Tb, tension force per bolt = Pup /8 +T /4 = 14.04 kips required bolt dia, d= 2 *sgrt[Tb /(.33x58x3.14)]= 0.97 in Anchor Bolt Embedment = Minimum Edge Distance = 6 x Diameter = 24 in 9 in OK Pull out strength of Anchor per Equation 19 -18 - Np = 0.9 x fc x eh x do Np = 0.9 x 2500 psi x 5 in x 1.50 in = 16.88 kips > 14.04 kips OK ** USE (8) 1.50 in dia anchor bolts with 5 in hook mimimum ** Square Footing Calculation: Footing Constrained at Grade. Try 5 ft Square Footing Foundation resists 2000 psf x 5 ft x 5 ft = 50.00 kips > 34.20 kips OK Try Depth of 6.5 ft S3 = Allowable Lateral Soil- Bearing Pressure = 150 psf x (2 + footing depth) S3 = * *USE 5.0 ft X 5.0 ft X 6.5 ft DEEP FOOTING * *USE 32) #5 VERTICAL REBAR ** * *USE #4 TIES @ 3.75" O.0 VERTICALLY ** 1275 Foundation Depth per Equation 18 -2 = d ^2 = 4.25 ( P x h / (S3 x b)) psf d = (4.25 x (4752 lbs x 17.0 ft I (1275 psf x 7.07 ft))) ^.5 = 6.17 ft OK Page 18 of 21 1Z ' r J U O 0 w co w F. J =' � w w 0 g u Q I � w Z I- 0 Z I- w • w • 0 O N w W � w z 0 z 7 These drawings and all information hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. Is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 Column Foundation Calculations Round Footing Calculation: Footing Constrained at Grade. Try 5 ft Round Footing Foundation resists 2000 psf x 2.5 ft ^ 2 x pi = 39.27 kips > 34.20 kips OK Try Depth of 7.5 ft S3 = Allowable Lateral Soil- Bearing Pressure = 150 psf x (2 + footing depth) S3 = 1425 psf Foundation Depth per Equation 18 -2 = d ^2 = 4.25 ( P x h / (S3 x b)) d = (4.25 x (4752 lbs x 17.0 ft / (1425 psf x 5.00 ft))) ^.5 = 6.94 ft OK * *USE 5.0 ft Round X 7.5 ft DEEP FOOTING * *USE 24) #5 VERTICAL REBAR ** * *USE #4 TIES @ 3.75" O.0 VERTICALLY ** Page 19 of 21 z J U U U O uJ J H U) LL w0 u Q u = z �. � z �- • w U� O N O F- w � � O .• z U N. O z MEMBERS A Y AY •AY I A Y AY AY 2 I 1 .50 2.75 1.38 3.78 .01 .50 2.75 1.38 3.78 .01 2 .99 2.982 2.95 8.80 - -- .99 2.982 2.95 8.80 - -- 3 3.0 1.5 4.5 6.75 2.25 3.0 1.5 4.5 6.75 2.25 4 15.928 .018 .29 .01 - -- 1.812 .018 .03 - -- - -- 5 2.938 1.469 4.32 6.34 2.12 2.938 1.469 4.32 6.34 2.12 6 .803 2.920 2.34 6.84 - -- .803 2.920 2.34 6.84 - -- 7 .312 2.782 .86 2.41 - -- .312 2.782 .86 2.41 - -- TOTALS 24.471 16.64 34.93 4.38 10.355 16.64 34.93 4.38 These drawings and all information hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 1.062 .87 20 GA. ROOF DEC< 16 POSITIVE BENDING w/t = .99/.036 = 27.5 < 31.2 AISI 2.31 171 /IF 171/13 = 31.2 AISI 2.31 Y = 16.64/24.71 = .680 C= 3- .680 =2.320 I = 4.38 + 34.93 - 24.71(.680) I = 27.995 x t = 27.995 x .036 I = 1.008 in 4 S = 1.008/2.320 S = .43 in Fy = 50,000 PSI Fb = 30,000 PSI t = .036 in NEGATIVE BENDING w/t = 15.928/.036 = 442 b = 50.32 x .036 = 1.812 Y = 16.38/10.355 = 1.58 = C I = 4.38 + 34.93 - 10.355 (1.58) 2 I = 13.45 x t = 13.45 x.036 I = .48in S = .48/1.58 S = .31 in 3 Page 20 of 21 These drawings and all Information hereon are of a confidential nature and remain the property of Frey-Moss Structures, Inc. (FMS). Any use or reproduction of these drawings for any purpose, except by written permission of Frey-Moss Structures, Inc. is strictly prohibited. FREY -MOSS STRUCTURES BP West Coast Products 56' -0" x 64' -0" Canopy JOB NO: CALC BY: DATE: S4AR015 A.R. 11/29/2004 DEC< CLIP THREADED SLEEVE BEAM FLANGE 20 GA DECK D 20 GA DECK CONNECTION ELEVATION THICKNESS — 20 GA t = 0.0359" Fy = 50 ksi CLAMP DIAMETER — 7/16" = 0.4375" C = PI x D = PI (0.4375 ") = 1.374" Fv = 0.4(50 ksi) = 20 ksi 3/8" DIA A307 BOLT PUNCHING SHEAR = A x Fv A = tc = 0.0359 x 1.374 = 0.0493 PUNCHING SHEAR = 0.0493 x 20 = 986 lbs. BOLT 3/8" DIAMETER Ft = 20 ALLOWABLE LD = 0.11(20) = 2.2 kips ALLOWABLE CAPACITY = 986 lbs. 1/8" PLATE CLAMP PLAN VIEW Page 21 of 21 repared:.folr repared by: ADDN'L INFORMATION PROVIDED BY APPLICANT JI Transportation Engineering/Operations .• Impact Studies ♦ Design Services s Transportation Planning/Forecasting 625. Redmond Way,' M, PMB 323 + Redmond, WA 98052 ♦ Office /Mobile (206) 396- 8286 • Fax (425) 398-5779 ' Z ~ W c JU 0 U) • W J I- 2 L L W O < d W Z = I- O Z I— W U � O ( at 1- W I— tL O .. Z W U U — O ▪ ~ Z : r .... MIN Ilia 4 ■IIIII 'VIM :La I 1.... r_ _J ARCO Expansion - Tukwila Traffic impact Analysis - Table of Contents FINDINGS & CONCLUSIONS III INTRODUCTION 1 Analysis Approach 1 Primary Data and Information Sources 2 EXISTING CONDITIONS 5 Roadway Network 5 Peak -Hour Traffic Volumes 5 Existing Level of Service 7 Collision Data 8 Pedestrian and Transit Facilities 9 Planned Transportation Improvements 9 DETERMINATION OF FUTURE CONDITIONS 9 Trip Generation 9 Trip Distribution and Assignment 10 Future Traffic Volumes 13 Future Levels of Service 13 Access Analysis 16 Levels of Service and Queuing 16 MITIGATION 17 Level of Service 17 Impact Mitigation Fees 17 Appendix Appendix A — Existing Traffic Volumes Appendix B — Level of Service Calculations at Study Intersections Appendix C — Site Access Level of Service and Queue Calculations Transportation Engineering NorthWest Pagel November 1, 2004 r z wi J U 0 CO -I I- I- CO W • w wa CO I w Z =' I- O Z I— w w U � c i- w O w z = : 0 Z ARCO Expansion - Tukwila Traffic Impact Analysis List of Figures and Tables Figure 1 Project Vicinity 3 Figure 2 Proposed Site Plan 4 Figure 3 2004 PM Peak Hour Traffic Volumes 6 Figure 4 PM Peak Hour Project Trip Distribution and Assignment 11 Figure 5 PM Peak Hour Pass -By Trip Assignment 12 Figure 6 2005 Without Project PM Peak hour Traffic Volumes 14 Figure 7 2005 With Project PM Peak. Hour Traffic Volumes 15 Table 1 LOS Criteria for Signalized and Unsignalized Intersections 7 Table 2 2004 Existing Level of Service Summary — PM Peak I our 8 Table 3 Intersection Collision Analysis Summary (2001- 2003) 8 Table 4 Trip Generation Summary 10 Table 5 2005 Level of Service Summary — PM Peak Hour 13 Table 6 PM Peak Hour Site Access Level of Service 16 Transportation Engineering Northwest Page ii November 1, 2004 z w O 0 to 0 - H W 0 g co LL < =a w ~ r z � I- 0 Z 1- 11.1 • W U� O — • 1 W w u. O .. W U N H = 0~ ' Z -. ARCO Expansion - Tukwila Traffic Impact Analysis FINDINGS at CONCLUSIONS This report documents the transportation impact analysis for the proposed expansion of the ARCO gas station located on the northeast corner of SR 99 / S 154` Street in the City of Tukwila. The City of Tukwila requires a transportation impact analysis for all projects that are expected to generate five or more net new PM peak hour trips. The existing site includes 8 fueling positions and an AM /PM convenience market. Access to the site is currently provided onto SR 99 and S 154 Street. The proposed expansion would add four additional fueling positions for a total of 12 fueling positions (8 existing + 4 new). The expansion is expected to be completed in the year 2005. Trip Generation. The four additional fueling positions are estimated to generate 740 net new daily trips with 26 net new trips (13 entering, 13 exiting) occurring during the each of the AM and PM peak hours. Intersection Operational Analysis. Weekday PM peak hour operational analyses were conducted at three study intersections in the project vicinity. The results showed that under 2005 future conditions with or with the proposed project, the two signalized study intersections and the stop controlled movement at the un- signalized study intersection are expected to operate at level of service (LOS) C or better. Therefore, no off -site mitigation is proposed. Access Analysis. An assessment of the site driveways on SR 99 and S 154"' Street was completed including LOS and queuing. During the PM peak hour with the proposed project, the controlled movements at the driveways are expected to operate at LOS B or better with a 95 percentile vehicle queue of one vehicle. Mitigation. The ARCO expansion is not anticipated to add five or more peak hour project trips to any of the projects included in the City's Transportation Impact Fee Schedule. Therefore, the project would not be required to pay traffic mitigation fees. Transportation Engineering North Nest Page ill November I, 2004 ARCO Expansion - Tukwila . Traffic Impact Analysis INTRODUCTION This traffic impact analysis has been prepared for the proposed expansion of the existing ARCO gas station located on the northeast corner of SR 99/S 154 Street in the City of Tukwila (see figure 1). The City of Tukwila requires a ; t- w transportation impact analysis for all projects that are expected to generate five or = 6 more net new PM peak hour trips. The site currently includes 8 fueling positions v o and an AM /PM convenience market. Access to the site is provided onto SR 99 w o and S 154 Street. The proposed expansion would add four additional fueling J i positions to the site for a total of 1.2 fueling positions (8 existing + 4 new). The co u. expansion is expected to be completed in the year 2005. A preliminary site plan w 0 of the expansion is shown in figure 2. J LL Q Analysis Approach w a i— w = To analyze potential traffic impacts from the ARCO expansion, the following z tasks were undertaken based on discussions with City of Tukwila staff: w o Lu 2 • Assessed existing conditions through field reconnaissance and reviewed v o . N existing planning documents. 0 • - w uj • Documented pedestrian and transit facilities within the project vicinity. • v ~ O • Estimated weekday daily, AM and PM peak hour trips generated by the tii z proposed expansion. o �' • Assigned PM peak hour project - generated trips to the street network, based on the existing travel patterns in the area. • Analyzed the PM peak hour operations at the following study intersections: > SR 99 / S 152 Street > SR 99 / Military Road > SR 99 / S 154 Street • Evaluated the operations at the existing site driveways on SR 99 and S 154 Street including LOS and queuing. • Assessed potential traffic mitigation to the City of Tukwila. Transportation Engineering NorthWest November 1, 2004 Page 1 4 14+J44Ln .L4• z ARCO Expansion - Tukwila Traffic impact Analysis Primary Data and Information Sources • Traffic Scoping Memorandum to Cyndy Knighton — September 29. 2004. • Institute of Transportation Engineers (ITE), Trip Generation Manual, 7 Edition, 2003. • Institute of Transportation Engineers (ITE), Trip Generation Handbook, 2 Edition, June 2004. • Highway Capacity Manual, Special Report 209, Transportation Research Board, Updated 2000. • City of Tukwila Collision Data (2001 — 2003). King County /Metro webpage as of October 2004. • City of Tukwila's Six Year (2005 -2010) Transportation Improvement Program (TIP). Transportation Engineering Northwest November 1, 2004 Page 2 ARCO Expansion - Tukwila SEATTLE TACOMA INTERNATIONAL AIRPORT Transportation Engineering Northwest Figure 1 Vicinity Map ARCO Expansion Tukwila, WA October 28, 2004 Transportation Engineering NorthWest Traffic Impact Analysis November 1, 2004 Page 3 • W J O 0 U) 0 W = I- 0) W W O LLQ I • d W ' Z O Z I-- W • W U� 0— W W H tL O Z w co H �. O Z ARCO Expansion - Tukwila (/) co co .> 7 - U C P Transportation Engineering Northwest 1 I l i I Pf/ .111 i • . t$ • Transportation Engineering NorthWest 2 - -JI ‘ ,%) /; Site plan provided by Barghausen Consulting Engineers September 27, 2004. • I t it,„, -:, ...;‘............ - .. ......_ __-- \ ‘ --- , .........),,.....;...- it --- \ \ , b ep v eev. Figure 2 Preliminary Site Plan C) a a kA V" Traffic Impact Analysis ARCO Expansion Tukwila, WA Ottabor 28 2004 November 1, 2004 Page 4 ARCO Expansion - Tukwila Traffic Impact Analysis EXISTING CONDITIONS Roadway Network The following describes existing arterial roadways that would be used as routes to the site. Roadway characteristics are described in terms of facility type, number of lanes, and posted speed limits. SR 99 is a five lane north -south principal arterial in the project vicinity. Along the project frontage, the posted speed limit is 40 mph. S 154 Street is a two lane east -west street (west of SR 99) which provides a link between SR 99 and 1 -5. In the project vicinity, the posted speed limit is 35 mph. Peak -Hour Traffic Volumes Weekday PM peak hour traffic volume data was collected at the study intersections on Wednesday October 6, 2004 (traffic counts conducted by All Traffic Data). Based on City guidelines, study intersections were determined based on intersections impacted by five or more trips generated by the project during the weekday PM Peak hour period. The following are the study intersections that were analyzed in this report SR 99 / S 152 Street SR 99 / Military Road SR 99 / S 154 Street Figure 3 shows the 2004 PM peak hour traffic volumes at the study intersections as well as the PM peak hour volumes at the site driveways. The PM peak hour turning movement count sheets are included in Appendix A. Transportation Engineering NorthWest November 1, 2004 Page 5 Ill 0 a a 33 v n ei Q-- 61 ) 4 CO —61 5 152nd Street 37 —f R 1 t r / 75 —). . m m en I— 20'•••••x ARCO Expansion - Tukwila SR 99 /S 152nd Street SR 99/North ARCO Driveway (Right -In, Right -Out Only) Transportation Engineering Northwest 1,090 4 4-11 f r■ 829 40 SR 99 /South ARCO Driveway (Right -In. Right -Out Only) 1,090 4 59 810 7 • • Transportation Engineering NorthWest `S • • • • • SR 99 /Military Road S 152nd Street S 154th Street Legend Q = Study Intersection 4 = PM Peak Hour Traffic Volume Figure 3 2004 PM Peak Hour Traffic Volumes S154th Street/ARCO Driveway (Full Access) 42 16 4i l ►► 36- t- 39 321 — o- f 401 SR 99 /S 154th St eet Traffic Impact Analysis NOT TO SCAL[ ARCO Expansion Tukwila, WA October 20. 2004 November I, 2004 Page 6 iu � Va�.:�i�.;/.: �!.•.ui:f.1 4 lA Z = Z P re tu 00 y 0 J = N LL W 2 g Q W Z = F. I— O W I✓ 0 O U N � . O I— LL. O . .. Z` W ▪ = O z ARCO Expansion - Tukwila Existing Level of Service Traffic Impact Analysis An existing 2004 weekday PM peak hour level of service (LOS) analysis was conducted at the study intersections. Level of service refers to the degree of congestion on a roadway or intersection. It is a measure of vehicle operating speed, travel time, travel delays, and driving comfort. Level of service is generally described by a letter scale from A to F. LOS A represents free -flow conditions- motorists experience little or no delays, and LOS F represents forced -flow conditions where the number of vehicles arriving exceed the capacity of the intersection. The LOS at stop - controlled intersections is based on average control delay (sec /veh) and is reported for each movement. Therefore, the reported LOS at unsignalized intersections does not represent a measure of the overall operations of the intersection. The LOS reported for signalized intersections represents the average control delay per vehicle entering the intersection. Table 1 outlines the LOS criteria for signalized and unsignalized intersections. Table 1 LOS Criteria for Signalized and Unsignalized Intersections Signalized Intersection Unsignalized Intersection Delay Range (sec) Delay Range (sec) Level of Service A <10 <10 B >10 to20 >10 to 15 C >20 to 35 >15 to 25 D >35 to 55 >25 to 35 E >55 to 80 >35 to 50 F >80 >50 Source: "I lighway Capacity Manual ", Special Report 209, Transportation Research Board, 2000 Intersection LOS were calculated using the methodology and procedures outlined in the 2000 Highway Capacity Manual, Special Report 209, Transportation Research Board (TRB), using the Synchro 6 and Highway Capacity Sofin'crre (HCS2000) software programs. The PM peak hour LOS analysis results for the study intersections are summarized in Table 2. Transportation Engineering NorthWest November I, 2004 Page 7 Table 2 2004 Existing Level of Service Summary — PM Peak Hour Delay Intersections LOS (sec /veh) V/C Signalized Intersections 0.61 0.67 1. SR 99 / 152 Street C 20.7 3. SR 99 / 154 Street C 25.0 Un- Signalized Intersections 0.27 2. SR 99 / Military Road Eastbound Right B 10.6 1 The level of service at stop - controlled intersections is reported for each movement. LOS does not represent a measure of the overall operations of the intersection Therefore, the reported ARCO Expansion - Tukwila Collision Data Traffic Impact Analysis At intersections, collision rates are developed based on examination of the number of accidents occurring per million entering vehicles (MEV) throughout the year. As part of this traffic study, collision data that was provided by the City for the three - year period 2001 through 2003. This collision data was reviewed and evaluated. Table 3 provides a summary of collisions at each study intersection between 2001 and 2003. Table 3 Intersection Collision Analysis Summary (2001 -2003) # of Collisions per Year 3 -Year Annual Rate Study Intersection 2001 2002 2003 Total Avg. (Col /MEV) I. SR 99 / S 152 Street 7 6 7 20 6.7 0.94 2. SR 99 / Military Road 0 0 0 0 0.0 0.00 3. SR 99 / S 154 Street 8 3 4 15 5.0 0.45 !. Col /,LICV = average number of collisions per million entering vehicles. Based on the assumption that the PH peak hour volume at each intersection represents approximately IO percent of the daily volmne. A collision rate of 1.0 at a signalized intersection is typically considered average. As shown in Table 3, all study intersections have an annual collision rate of less than 1.0 which would not indicate a high accident location. Transportation Engineering Northwest November 1, 2004 Page 8 ARCO Expansion - Tukwila Traffic Impact Analysis Pedestrian and Transit Facilities Pedestrian facilities in the project vicinity include sidewalks on both sides of SR 99 and on the north side of S 154` Street. Crosswalk are also provided at all legs z of the signalized study intersections along SR 99. Z re 2 Transit service to and from the project vicinity is provided by King County /Metro .6 Transit. The closest Metro bus stop is located at the intersection of SR 99/S 152 " v 0 Street two blocks away, which serves route 174. Route 174 provides service to co 0 tu and from the project vicinity and downtown Seattle. i CJ) o Planned Transportation Improvements w of this section is to document the known planned transportation C The purpose p P cn improvements in the study area. There are no planned transportation = w improvement projects identified in the City of Tukwila's six -year 2004 -2009 z Transportation Improvement Program (TIP) in the study area. z 0 al • w U D DETERMINATION OF FUTURE CONDITIONS o N O H w W ..z U= The estimated weekday daily,' AM peak hour, and PM peak hour trip generation 0 associated with the proposed expansion (four additional fueling positions) is z shown in the Table 4 below. The trip generation calculations were based on the trip rates included in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 7` edition for Land Use Code (LUC) 853, Convenience Market with Gasoline Pumps. Pass -by trip reductions associated with the expansion were estimated based on rates included in the ITE Trip Generation Handbook, Second Edition, June 2004. Trip Generation Transportation Engineering NorthWest November 1, 2004 Page 9 ..;.;W;i» ....w w.r.:i;et.t,.twiq.2Wi3.,.%+., . my +•�+:•:fiSCab:�.++�. ..at`:a:,: +c uF4�.rN'W.++Jaw.: e•M °.1..'m4Lw ....w4w... Table 4 Trip Generation Summary Net New Fueling Trip Trips Generated Land Use Positions Rate In Out Total Daily 4 370.3 740 740 1,480 Less pass -by trips (50 %) 370 370 740 Net New Daily Trips = 370 370 740 AM Peak Hour 4 17.17 34 35 69 Less pass -by trips (63%) 21 22 43 Net New AM Peak Hour Trips = 13 13 26 PM Peak Hour 4 19.22 38 39 77 Less pass -by trips (66%) 25 26 51 Net New PM Peak Hour Trips = 13 13 26 Notes: I Average trip rates for LUC 853 — Convenience Market with Gasoline Pumps were used for AM and PM peak hour trip estimates. Lower range of 1TE trip rates used for daily trip generation estimate to be consistent with estimated AM and PM peak hour trips. 2 Daily pass -by is estimated; no daily pass -by data in rTE Trip Generation Handbook. ARCO Expansion - Tukwila Trip Distribution and Assignment %-9 Transportation Engineering NorthWest Traffic impact Analysis As shown in Table 3, the proposed ARCO expansion is estimated to generate 740 net new daily trips with 26 net new trips (13 entering, 13 exiting) occurring during each of the AM and PM peak hours. The distribution of the net new project - generated PM peak hour traffic was estimated based on existing travel patterns in the study area. The following summarizes the general distribution of the project - generated PM peak hour traffic. • 35% to /from the north on SR 99 • 35% to /from the south on SR 99 • 10% to /from the east on S 154 Street • 20% to /from the west on S 154 Street Based on these distribution patterns, the PM peak hour project generated traffic was assigned to the local street system. Figure 4 illustrates the PM peak hour trip distribution and assignment. The distribution of pass -by trips was based on existing thru volumes on SR 99 and S 154 Street at the ARCO driveways. The assignment of pass -by trips is shown in Figure 5. November 1, 2004 Page 10 ti:. �A} I1(. Li�P. Y` �1' 1n�5: 4 +:.i v 4:AA M a % y m m cc N 5 152nd Stray r 1 1 t ARCO Expansion - Tukwila Transportation Engineering NorthWest Traffic Impact Analysis SR 99/S 152nd Street SR 99 /ARCO Driveway (Right -In, Right -Out Only) SR 99 /Military Road S 152nd Street S 154th Street Legend • 0 <— XX = Study Intersection = Net New PM Peak Hour Project Trip = Distribution Percent S154th Street/ARCO Driveway (Full Access) SR 99/S 154th Street NOT TO SCALE Transportation Engineering Northwest Figure 4 PM Peak Hour Net New Project Trip Distribution and Assignment ARCO Expansion Tukwila, WA October 28. 2004 November 1, 2004 Page 1 1 m m cc N LO t S 154th SWIM 1 --1. Tr ARCO Expansion - Tukwila Transportation Engineering NorthWest Traffic Impact Analysis SR 99/S 152nd Street SR 99 /ARCO Driveway (Right -In, Right -Out Only) SR 99 /Military Road S 152nd Street S 154th Street Legend • 0 <— XX = Study Intersection = Net New PM Peak Hour Project Trip = Distribution Percent S154th Street/ARCO Driveway (Full Access) SR 99/S 154th Street NOT TO SCALE Transportation Engineering Northwest Figure 4 PM Peak Hour Net New Project Trip Distribution and Assignment ARCO Expansion Tukwila, WA October 28. 2004 November 1, 2004 Page 1 1 0 or m rc Cl] • f l j r y S 154th Street r ARCO Expansion - Tukwila Transportation Engineering NorthWest Traffic impact Analysis SR 99 /ARCO Driveway (Right -In, Right -Out Only) SR 99/S 154th St eet S 152nd Street S 154th Street Legend 0 = Study Intersection t — XX = PM Peak Hour Pass -by Project Trip S154th Street/ARCO Driveway (Full Access) f t) NOT TO SCALE Transportation Engineering Northwest Figure 5 PM Peak Hour Pass -By Trip Assignment ARCO Expansion Tukwila, WA October 28. 2004 November 1, 2004 Page 12 Table 5 2005 Level of Service Summary — PM Peak Hour 2005 Baseline . 2005 With Project Delay Intersections LOS (sec /veh) Delay V/C LOS (sec /veh) V/C Signalized Intersections' 0.61 C 23.0 0.61 0.75 C 33.7 0.81 1. SR•99 / 152 " Street C 22.9 3. SR 99 / 154` Street C 32.0 Un- Signalized Intersections'` 0.39 B 12.0 0.40 2. SR 99 / Military Road Eastbound Right B 11.8 I Signal cycle lengths and green time splits were optimized 2 The level of service at stop- controlled intersections is reported for each movement. Therefore, the reported LOS does not represent a measure of the overall operations of the intersection ARCO Expansion - Tukwila Traffic Impact Analysis Future Traffic Volumes Future traffic volumes with and without the proposed ARCO expansion were estimated for PM peak hour conditions in the year 2005. Future weekday PM peak hour traffic volumes used for the LOS analysis at the study intersections were developed based on existing traffic counts increased to account for potential background growth. Based on historical traffic count data (peak hour counts and WSDOT daily counts on SR 99) in the study area, no noticeable growth in traffic has occurred between 2002 and 2004. However, as a conservative measure, an annual growth rate of 2 percent was used to estimate future 2005 without project traffic volumes to account for potential growth. The weekday PM peak hour traffic volumes in the year 2005 without the project are shown on Figure 6. Future year 2005 PM peak hour traffic volumes with the ARCO expansion were estimated by adding the net new PM peak hour project trips (Figure 4) and the pass -by trips (Figure 5) to the 2005 baseline traffic volumes (Figure 6). Figure 7 shows the year 2005 PM peak hour traffic volumes with the ARCO expansion. Future Levels of Service Future 2005 level of service was analyzed at the study intersections with and without the proposed ARCO expansion. The PM peak hour LOS analysis results for the study intersections are summarized in Table 5. Detailed level of service summary worksheets are provided in Appendix B. Transportation Engineering Northwest November 1, 2004 Page 13 SL.a..»,... ......+ x.._. w+. w.`. i. Ak issl::. i. ro.:« ��.< u' n4% rr.::✓. 5': 4.:.. i j4. 2' c'. �=.!: 6= i. 1y: iA�.. Y,+ 4` kni � .:�'.'.Si%4'�.:xYVll�t.+✓.i�wh� WM';. .�'i.+'�..%:� •KM..'+Yii��+dJr+q'j 4,, ..- o lt) � ~ $ ��)I)CC V m 34 E— 62 I� 62 S 152nd Street 38 77 —) 20 — x R Si r Sii 8i N rp v i ro m v q .— L ir — IL— 112 t— 235 140 S 154th Street 302 — 201 — . 290 Thk t I ti r r ARCO Expansion - Tukwila SR 99/North ARCO Driveway (Right -In, Right -Out Only) SR 99/S 152nd Street 1,0 11 t l♦` 844 40 SR 99 /South ARCO Driveway (Right -In, Right -Out Only) 1,090 1 4 - 59 825 7 SR 99 /Military Road S 152nd Street S 154th Street Legend = Study Intersection s—XX = PM Peak Hour Traffic Volume S154th Street/ARCO Driveway (Full Access) / 42 16 36- 4_ 39 327 -0 ' f 409 SR 99/S 154th Street NOT TO SCALE Transportation Engineering Northwest Figure 6 2005 Without Project PM Peak Hour Traffic Volumes ARCO Expansion Tukwila, WA October 28 2004 Transportation Engineering Northwest Traffic Impact Analysis November 1, 2004 Page 14 Z • Z W e4 2 JU O 0 N CI tO J H. W 0 g Q to 3 ; W Z = W O Ili U� O — O W W H - 9-- '6 U � O z fl u, co N R R-- 112 C a0 E E— 238 if ki i ir 155 S 154th Street 304 - v v ) t I 202 -0- n n n 290 - y 34 v P. o^ a 4-.. 62 i y �in i(" 62 S 152nd Street R J 38 — 1 t t 77 -0. 5 5 rri --. U) 20 - ^x ARCO Expansion - Tukwila SR 99/S 152nd Street SR 99 /ARCO Driveway (Right -In, Right -Out Only). ( 83 776 62 Transportation Engineering Northwest Transportation Engineering Northwest SR 99 /Military Road S 152nd Street S 154th Street Legend = Study Intersection 4 — XX = PM Peak Hour Traffic Volume Figure 7 2005 With Project PM Peak Hour Traffic Volumes S154th Street/ARCO Driveway (Full Access) / 64 20 544 4 44 325 -10 - 405 SR 99 /S 154th Street Traffic Impact Analysis ARCO Expansion Tukwila, WA NOT TO SCALE October 28, 2004 November 1, 2004 Page 15 • ARCO Expansion - Tukwila Traffic Impact Analysis Access Analysis As shown in Table 5 all signalized study intersections and stopped controlled movements at un- signalized study intersections are expected to continue operating at level of service (LOS) C or better with or without the proposed ARCO expansion. Access to the ARCO Tukwila site is currently provided by two right -in, right -out only driveways on SR 99 and a full access driveway on S 154 Street. As part of the proposed expansion project, the southern right -in, right -out only driveway on SR 99 would be removed. Level of service and queuing were assessed at the anticipated two site driveways during the PM peak hour. Traffic volumes used in the analysis were based on counts conducted at the site driveways on Tuesday September 14, 2004 with the addition of pass -by and net new project trips generated by the four additional fueling positions. Levels of Service and Queuing The PM peak hour operations at the site driveways on SR 99 and S 154 Street were analyzed using the methodology outlined in the 2000 Highway Capacity Manual, Special Report 209. The following Table 6 summarizes the calculated PM peak hour LOS and 95 percentile queues at the controlled movements at the site driveways. Level of service calculation worksheets are included in Appendix C. Intersection Table 6 PM Peak Hour Site Access Level of Service 2005 With Project Delay 95 Percentile LOS (sec /veh) Queue (veh) SR 99 I ARCO Driveway Westbound Right A 9.6 1 S 154"' Street / ARCO Driveway Southbound Shard Left —Right B 12.4 1 Eastbound shared Left -Thru A 8.6 1 Note: Analysis based on methodology outlined in the 2000 Highway Capacity Manual. As shown in 'fable 6, all controlled movements at the site driveways are expected to operated at LOS B or better with a 95 percentile queue of one vehicle with the proposed project expansion. Transportation Engineering NorthWest November I, 2004 Page 16 z i1- ii - w re 6 J U U NO Ili � LI w 0 LI to = �. Z = I— 0 Z l— w U� O — O I— w w L I Z tin • CO O ~ z ARCO Expansion - Tukwila Traffic Impact Analysis MITIGATION Level of Service z _1- if-z The installation of site - specific improvements under SEPA is primarily Ce 2 determined by the results of the LOS analyses conducted at study area J v intersections. Based on the results shown in Table 5, with or without the c) 0 proposed ARCO expansion, all signalized study intersections and stopped w = controlled movements at un- signalized study intersections are expected to operate -J at LOS C or better. Therefore, no off -site mitigation is proposed. w o Impact Mitigation Fees g u_ Q � to D = d Impact mitigation fees are assessed in the City of Tukwila if a proposed I- _ development adds five or more peak hour traffic trips to any project or projects Z H identified in the City's Transportation Impact Fee Schedule. The City's current w 1- uj O Transportation Impact Fee Schedule includes the following projects: ? o U N • Southcenter Parkway / 168 Signal o E- w • West Valley / Strander NB dual left turn lanes x v �g • Interurban Bridge widen for dual lefts z • Minkler (Andover Parkway W to Southcenter Parkway) construct 3 -lane v in street O I • S 178 Street (Southcenter Parkway to West City Limits) realign (cap /safety /transit) • Andover Park W (Tukwila Parkway to Strander) widen to 5 lanes • Andover Park E at Minkler: Widen to 5 lanes at intersections. • Southcenter Parkway (S 180 Street to South City Limits): Construct S- and 5- lane street. The ARCO expansion is not anticipated to add five or more peak hour project trips to any of the above project. Therefore, the project would not be required to pay City traffic mitigation fees. Tr Engineering NorthWest November 1, 2004 Page 17 z ARCO Expansion - Tukwila Traffic Impact Analysis Transportation Engineering NorthWest Appendix A: Existing Traffic Volumes November 1, 2004 • Start Time Left Thru Right Total Left Thru Right Total Left Thru Right Total Left Thru I Right Total — ea - Hour From 04:00 PM to 05:45 PM - Peak 1 0 Intersection 04:30 PM Volume 112 Percent 10.3 04:45 Volume 33 Peak Factor High Int. 05:00 PM Volume 23 Peak Factor 817 76.0 191 215 46 M (o iA 161 14.8 33 O1 N F o� N 1090 257 284 0.960 137 28.7 46 04:45 PM All Traffic Data Services Inc. 2225 NE 27th St Renton, WA 98056 Ph. 206 - 251 -0300 230 48.2 65 110 477 23.1 24 135 46 65 24 135 0.883 12381 04:30 PM 52 121 99 /IN I ERNATONAL BLVD Out In Total 1 10901 1 1611 8171 1121 R lght Thru Left 1 8881 T North 175 24.0 32 19781 10/6/2004 4 :30:00 PM 10/6/2004 5:15:00 PM Unshifted 4 T r Left Thru Right 1751 4821 1 721 1 7291 Out In Total 99 /INTFRNATONAI AI Vl 1 19671 482 66.1 142 72 729 9.9 17 191 19 192 0.949 296 38.1 71 04:45 PM 0 w 0 File Name : 99 &154th Site Code : 00000000 Start Date : 10/6/2004 Page No : 2 197 25.4 55 71 55 80 206 0.943 284 38.6 80 777 206 Int. Total 3073 789 0.974 AU Traffic Data Services Inc. 2225 NE 27th St Renton, WA 98056 Ph. 206 - 251 -0300 Groups Printed- Unshifted File Name : 99 &154th Site Code : 00000000 Start Date : 10/6/2004 Page No : 1 05:00 PM 05:15 PM 06:30 PM 05:46 PM Total Grand Total Apprch % Total % 23 29 28 31 111 222 10.4 3.8 215 211 214 182 822 163 5 76.3 27.6 46 12 40 10 31 6 32 4 149 32 284 280 273 245 1082 288 56 2143 13.3 4.8 38.2 38 64 29 67 28 22 29 63 124 186 29 34 35 13 111 2 5 2 2 11 241 405 204 28 28.4 47.6 24.0 4.1 6.8 3.4 121 120 85 95 421 850 14.4 47 113 18 4 44 106 18 3 39 111 17 3 58 98 9 2 188 428 62 12 178 168 167 163 876 360 937 121 37 1418 25.4 66.1 8.5 6.1 15.8 2.0 24.0 63 52 65 5 180 80 46 77 3 203 77 42 72 4 191 79 53 90 6 222 299 193 304 18 • 798 581 385 558 43 1504 38.6 24.3 37.1 9.8 6.2 9.4 25.4 23 21 15 14 73 763 771 716 725 2975 786 792 731 739 3048 164 5915 8079 2.7 97.3 ea k our From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 04:30 PM Volume 104 704 Percent 12.2 82.6 04:30 Volume 16 174 Peak Factor High Int. 05:16 PM Volume 24 186 Peak Factor 44 6.2 6 852 196 10 220 0.968 61 39.4 20 All Traffic Data Services Inc. 2225 NE 27th St Renton, WA 98056 Ph. 206 - 251 -0300 61 39.4 19 04:30 PM 20 19 7 33 165 21.3 7 46 46 0.842 188 578 23.0 70.8 59 160 04:30 PM 59 150 50 816 6.1 7 216 7 216 0.944 37 28.0 10 File Name : 99 &152nd Site Code : 00000000 Start Date : 10/6/2004 Page No : 2 76 66.8 20 05:00 PM 10 23 5 rn Z N 0 U, 0 99 /PACIFIC HWY S Out In Total 6481 8521 1 1 44I 7041 1041 RIgM Thru Le ft 10/6/2004 4:30:00 PM 10/6/2004 5:15:00 PM Unshifted 4 , r Left Thru Right 1 1881 5781 501 I I 7851 1 8161 Out In Total 99 /PAQIFIC HWY S I North 1 15001 1 16011 4_ 2 w w 0) a CD CD 01 O 20 132 15.2 5 35 38 0.868 Int. Total 1955 493 0.991 • 99 /PACIFIC HWY S Southbound S 152ND ST Westbound 99 /PACIFIC HWY S Northbound S 152ND ST Eastbound Start Time Left Thru Right I A p p . Total Left Thru Right A pp' Total Left Thru Right A PP' Total Left Thru I Right APP' Total ea k our From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 04:30 PM Volume 104 704 Percent 12.2 82.6 04:30 Volume 16 174 Peak Factor High Int. 05:16 PM Volume 24 186 Peak Factor 44 6.2 6 852 196 10 220 0.968 61 39.4 20 All Traffic Data Services Inc. 2225 NE 27th St Renton, WA 98056 Ph. 206 - 251 -0300 61 39.4 19 04:30 PM 20 19 7 33 165 21.3 7 46 46 0.842 188 578 23.0 70.8 59 160 04:30 PM 59 150 50 816 6.1 7 216 7 216 0.944 37 28.0 10 File Name : 99 &152nd Site Code : 00000000 Start Date : 10/6/2004 Page No : 2 76 66.8 20 05:00 PM 10 23 5 rn Z N 0 U, 0 99 /PACIFIC HWY S Out In Total 6481 8521 1 1 44I 7041 1041 RIgM Thru Le ft 10/6/2004 4:30:00 PM 10/6/2004 5:15:00 PM Unshifted 4 , r Left Thru Right 1 1881 5781 501 I I 7851 1 8161 Out In Total 99 /PAQIFIC HWY S I North 1 15001 1 16011 4_ 2 w w 0) a CD CD 01 O 20 132 15.2 5 35 38 0.868 Int. Total 1955 493 0.991 • 05:00 PM 05:15 PM 05:30 PM 06:45 PM Total Grand Total Apprch % Total % 18 24 14 9 65 167 10.0 4.2 186 188 167 153 692 134 5 85.7 36.2 13 10 10 8 41 6 3 6 4 18 217 220 191 170 798 68 28 1570 4.3 1.8 42.3 15 14 14 17 60 All Traffic Data Services Inc. 2225 NE 27th St Renton, WA 98056 Ph. 206 - 251 -0300 17 10 0 8 8 0 13 8 0 13 8 0 51 32 0 127 108 56 3 291 43.6 37.1 19.2 3.4 2.9 1.6 Grouas Printed- Unshifted 42 30 33 38 143 7.8 43 128 40 149 62 155 33 146 168 578 363 22.6 9.8 14 3 16 0 8 2 12 1 50 6 115 92 38 71.7 6.7 31.0 2.6 185 205 216 191 796 1605 43.2 10 11 11 15 47 23 18 17 15 73 5 6 1 4 16 File Name Site Code Start Date Page No 0 0 0 0 0 38 35 29 34 136 83 134 31 4 248 33.6 54.0 12.6 2.2 3.6 0.8 6.7 9 3 7 6 24 99 &152nd 00000000 10/6/2004 1 482 490 488 433 1873 1.9 98.1 491 493 475 438 1897 73 3714 3787 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of I Intersection 05:00 PM Volume 18 0 42 Percent 27.8 0.0 72.4 05:30 Volume 6 0 12 17 Peak Factor High Int. 05:30 PM Volume 6 0 12 Peak Factor S C n 0 M 58 17 0.863 0 0.0 0 05:30 PM All Traffic Data Services Inc. 1800 NE 40th Ave J -1 Renton, WA 98056 Ph. 206 - 251 -0300 401 91.1 108 39 8.8 13 0 108 13 121 0.909 UHIVt. 1 Out In Total 1 1 58 1 1 1 1 421 01 161 RIgM T Le f 1 751 I 0 1 Out 440 121 North In DRIVE 1 0 0.0 0 1 1331 3/14/2004 5:00:00 PM 3/14/2004 5:45:00 PM Unshifted 4l T r' Left Thru Right 1 01 01 01 1 1 I 1 0 1 01 Total 0 0.0 0 3:45:00 PM 0 0 0 0.0 0 0 0 0 0 2 I File Name : Drivel &154th Site Code : 00000000 Start Date : 9/14/2004 Page No : 2 38 10.1 9 05:30 PM 9 86 0 co 0 O 321 89.9 86 w V O s. 0 0.0 0 357 95 95 0.939 Int. Total 855 233 0.917 A'i�.wk" ' DRIVE 1 Southbound S 154TH Westbound DRIVE 1 Northbound S 154 TH Eastbound Start Time Left Thru Righ t HV AP P' Total Left Thru Righ t HV API) Total Left Thru Righ t HV' Total Left Thru Righ t HV App. Total Exclu. Total Inclu. Total Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 04:00 PM 8 0 8 0 18 0 83 9 0 92 0 0 0 0 0 15 63 0 0 78 0 188 188 04:16 PM 4 0 14 0 18 0 117 6 0 123 0 0 0 0 0 7 69 0 0 76 0 217 217 04:30 PM 2 0 13 0 15 0 74 4 0 78 0 0 0 0 0 13 67 0 0 80 0 173 173 04:46 PM 4 0 8 0 12 0 87 4 2 91 0 0 0 0 0 14 78 0 2 90 4 193 197 Total 18 0 43 0 61 0 381 23 2 384 0 . 0 0 0 0 49 275 0 2 324 4 769 773 06:00 PM 06:16 PM 06:30 PM 06:46 PM Total Grand Total Apprch % Total % 4 4 6 3 16 34 28.6 2.1 0 0 0 0 0 0 0.0 0.0 9 8 12 13 42 O 13 O 12 1 17 O 18 1 68 85 1 119 71.4 5.2 7.3 0 0 0 0 0 0 0.0 0.0 94 108 108 91 401 762 92.5 46.9 5 12 13 9 39 All Traffic Data Services Inc. 1800 NE 40th Ave J -1 Renton, WA 98056 Ph. 206 - 251 -0300 2 1 2 2 7 62 9 7.6 3.8 Groups Printed- Unshifted 99 120 .121 100 440 0 0 0 0 0 824 0 0.0 0. 50.7 0.0 0. 0. 0. 0 0 0 0 0 0 0 0 0 0 0 0 0.0 10 8 9 9 36 85 12.6 6.2 78 85 86 74 321 596 87.5 0. 36.7 0. File Name : Drivel &154th Z Z W 6 0 0 0 CO U.1 CD 0 J CD u. W O q LL Q H = • Z �: I.0 Z F- n O 0 O - O I- W W U u W I= _ O 1 Z • Peak Hour rom 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 05:00 PM Volume 0 0 0 Percent 0.0 0.0 0.0 05:30 Volume 0 0 0 Peak Factor High Int. 3:45:00 PM Volume 0 0 0 Peak Factor 0 0 0 0 0 m—S 0 0 0 0 0.0 0 05:16 PM All Traffic Data Services Inc. 1800 NE 40th Ave J -1 Renton, WA 98056 Ph. 206 - 251 -0300 0 11 0.0 100.0 0 1 0 0 7 7 0.393 SH 99 Out In 1 1 01 I � 01 01 01 RIgM T Left 8401 3/14/2004 5:00:00 PM 3/14/2004 5:45:00 PM Unshifted 4 , T r Left Thru Right 1 01 8291 401 1 1 869 In Total SR 99 011 Out North 0 0.0 0 Total 8401 869 829 96.4 219 40 4.8 16 05:30 PM 0 219 16 869 235 235 0.924 3:45:00 PM 2 m File Name : 99 &NorthDrive Site Code : 00000000 Start Date : 9/14/2004 Page No : 2 0 0 0 0.0 0.0 0.0 0 0 0 0 0 0 v, 0 0 Int. Total 880 238 0.032 SR 99 Southbound NORTH DRIVEWAY Westbound SR 99 Northbound NORTH DRIVEWAY Eastbound Start Time Left Thru Right a� Left Thru Right Total Left Thru Right Total Left Thru Right Total • Peak Hour rom 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 05:00 PM Volume 0 0 0 Percent 0.0 0.0 0.0 05:30 Volume 0 0 0 Peak Factor High Int. 3:45:00 PM Volume 0 0 0 Peak Factor 0 0 0 0 0 m—S 0 0 0 0 0.0 0 05:16 PM All Traffic Data Services Inc. 1800 NE 40th Ave J -1 Renton, WA 98056 Ph. 206 - 251 -0300 0 11 0.0 100.0 0 1 0 0 7 7 0.393 SH 99 Out In 1 1 01 I � 01 01 01 RIgM T Left 8401 3/14/2004 5:00:00 PM 3/14/2004 5:45:00 PM Unshifted 4 , T r Left Thru Right 1 01 8291 401 1 1 869 In Total SR 99 011 Out North 0 0.0 0 Total 8401 869 829 96.4 219 40 4.8 16 05:30 PM 0 219 16 869 235 235 0.924 3:45:00 PM 2 m File Name : 99 &NorthDrive Site Code : 00000000 Start Date : 9/14/2004 Page No : 2 0 0 0 0.0 0.0 0.0 0 0 0 0 0 0 v, 0 0 Int. Total 880 238 0.032 05:00 PM 06:16 PM 05:30 PM 05:45 PM Total Grand Total Apprch % Total % 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0.0 0.0 2 7 1 1 11 22 100. 0 1.3 All Traffic Data Services Inc. 1800 NE 40th Ave J -1 Renton, WA 98056 Ph. 206 -251 -0300 Grouas Printed- Unshifted O 2 O 7 O 1 O 1 O 11 O 22 1.3 0 0.0 0.0 O 198 O 198 O 219 O 214 O 829 1605 94.6 93.3 11 5 16 8 40 6 3 6 6 19 94 60 6.5 6.5 209 203 235 222 869 1699 98.7 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 File Name : 99 &NorthDrive Site Code : 00000000 Start Date : 9/14/2004 Page No : 1 0 0 0 0 0 0 0.0 5 3 6 5 19 211 210 236 223 880 50 1721 1771 2.8 97.2 216 213 242 228 899 Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 04:45 PM Volume 0 Percent 0.0 04:46 Volume 0 Peak Factor High Int. 3:45:00 PM Volume 0 Peak Factor 0 0.0 0 0 0 C 5 n0 0 O 0 0 0.0 0 0 O 0 0 0 0 0 0.0 0 05:30 PM All Traffic Data Services Inc. 1800 NE 40th Ave J -1 Renton, WA 98056 Ph. 206 - 251 -0300 O 64 0.0 100.0 O 19 0 0 20 20 0.800 SH 99 1 In 0 1 1 1 01 01 1 01 Right Thru Let L I 64 1 I o Out 64 19 North 0 0.0 0 04:45 PM 0 Total I 841 3/14/2004 4:45:00 PM 3/14/2004 5:30:00 PM Unshifted 4, T r Left Thru Right 1 01 01 1 91 1 91 In SR 99 1 91 Total 0 0.0 0 0 9 100.0 3 3 9 3 3 0.760 3:45:00 PM File Name : 99 &SouthDrive Site Code : 00000000 Start Date : 9/14/2004 Page No : 2 0 0.0 0 0 0 CD 0 0.0 0 0 0.0 0 0 0 73 22 0.830 W i0 O 0 c o J • LL W Wq O LL 5 LL Q _ I.. W Z = H I- 0 Z I— W 2 p O I— W UJ. I- U' LL � • = O ~ Z SR 99 Southbound SOUTH DRIVEWAY Westbound SR 99 Northbound SOUTH DRIVEWAY Eastbound Start Time Left Thru Right Tot Left Thru Right Total Left Thru Right Tdal Left Thru Right Total Int. Total Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 04:45 PM Volume 0 Percent 0.0 04:46 Volume 0 Peak Factor High Int. 3:45:00 PM Volume 0 Peak Factor 0 0.0 0 0 0 C 5 n0 0 O 0 0 0.0 0 0 O 0 0 0 0 0 0.0 0 05:30 PM All Traffic Data Services Inc. 1800 NE 40th Ave J -1 Renton, WA 98056 Ph. 206 - 251 -0300 O 64 0.0 100.0 O 19 0 0 20 20 0.800 SH 99 1 In 0 1 1 1 01 01 1 01 Right Thru Let L I 64 1 I o Out 64 19 North 0 0.0 0 04:45 PM 0 Total I 841 3/14/2004 4:45:00 PM 3/14/2004 5:30:00 PM Unshifted 4, T r Left Thru Right 1 01 01 1 91 1 91 In SR 99 1 91 Total 0 0.0 0 0 9 100.0 3 3 9 3 3 0.760 3:45:00 PM File Name : 99 &SouthDrive Site Code : 00000000 Start Date : 9/14/2004 Page No : 2 0 0.0 0 0 0 CD 0 0.0 0 0 0.0 0 0 0 73 22 0.830 W i0 O 0 c o J • LL W Wq O LL 5 LL Q _ I.. W Z = H I- 0 Z I— W 2 p O I— W UJ. I- U' LL � • = O ~ Z 05:00 PM 06:16 PM 06:30 PM 06:46 PM Total Grand Total Apprch 14 Total % 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 o.0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 All Traffic Data Services Inc. 1800 NE 40th Ave J -1 Renton, WA 98056 Ph. 206 - 251 -0300 13 12 20 14 • 118 100. 0 90.8 Groups Printed- Unshifted 13 12 20 14 69 118 90.8 0 0 0 0 0 0 0.0 0.0 0.0 0.0 12 100. 0 9.2 3 0 2 0 1 0 1 0 7 0 3 2 1 1 7 1 12 9.2 0 0 0 0 0 0 0.0 0.0 0.0 0.0 File Name : 99 &SouthDrive Site Code : 00000000 Start Date : 9/14/2004 Page No : 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0 0 0 0 0 18 14 21 16 88 16 14 21 15 88 1 130 131 0.8 99.2 Z 1 z re w -J U. O 0 CO W = W • 0 LL LL Q , W . Z F- 1- 0 Z F- W n 0 0 0 O I- W H 0 LL w Z H = o � Z ARCO Expansion • Tukwila Traffic Impact Analysis Appendix B: Level Of Service Calculations at Study Intersections Transportation Engineering NorthWest November I, 2004 Z W fY J U 0 co w J in IL W L S I- W Z = F- O Z f- W • W U � O N o ,- WW I o Z W • = O~ z ARCO Expansion - Tukwila Traffic Impact Analysis Transportation Engineering NorthWest 2004 Existing November 1, 2004 z ~ W QQ � - J 00 CO D U) J = H 0 LL w Q d z = H i 0 zf— w w ON 01-- w L - 6 O ..z w 0 0 1- O z Movement Lane Configurations Ideal Flow (vphpl) 1900 Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot) Fit Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles ( %) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, dl Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary , '� HCM Signalized Intersection Capacity Analysis 1: S 152nd St & SR 99 EBL 40 1.00 40 0 0 2% Split 4 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group EBT EBR WBL 4) 1900 1900 1900 4.0 1.00 0.98 0.99 1801 0.99 1801 80 20 80 1.00 1.00 1.00 80 20 80 8 0 0 132 0 0 2% 2% 0% Split 4 8 8.5 8.5 0.12 4.0 3.0 221 c0.07 0.60 28.7 1.00 4.3 33.0 C 33.0 C 20.7 0.61 69.2 58.7% 15 WBT WBR NBL NBT NBR SBL SBT SBR 4t' ++ r +I 1900 1900 1900 1900 1900 1900 1900 1900 4.0 4.0 4.0 4.0 4.0 4.0 0.95 1.00 0.95 1.00 1.00 0.95 0.98 1.00 1.00 0.85 1.00 0.99 0.98 0.95 1.00 1.00 0.95 1.00 3453 1770 3539 1583 1770 3495 0.98 0.95 1.00 1.00 0.95 1.00 3453 1770 3539 1583 1770 3495 76 28 236 600 28 24 696 64 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 76 28 236 600 28 24 696 64 21 0 0 0 13 0 7 0 163 0 236 600 15 24 753 0 0% 0% 2% 2% 2% 2% 2% 2% Prot Perm Prot 8 5 2 1 6 2 6.9 14.1 36.0 36.0 1.8 23.7 6.9 14.1 36.0 36.0 1.8 23.7 0.10 0.20 0.52 0.52 0.03 0.34 4.0 4.0 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 3.0 3.0 344 361 1841 824 46 1197 c0.05 c0.13 0.17 0.01 c0.22 0.01 0.47 0.65 0.33 0.02 0.52. 0.63 29.4 25.3 9.6 8.0 33.3 19.1 1.00 1.00 1.00 1.00 1.00 1.00 1.0 4.2 0.5 0.0 10.3 2.5 30.5 29.5 10.1 8.1 43.5 21.6 C C B A DC 30.5 15.3 22.2 C B C ARCO Expansion - Tukwila 11/1/2004 2004 Existing (PM Peak) Transportation Engineering Northwest HCM Level of Service Sum of lost time (s) ICU Level of Service C 16.0 B 11/1/2004 4, Synchro 6 Report Page 1 .....r.....A:i.�zi".•�..�drt .�.:.a:::t1k)..w..:fi� ..:c5�a1..'L' Diu:. k; A: ,.;�....,..r,.yu "ier`f:ti�irlLak 41,:f '.^. eu,bfh:ar:: HCM Signalized Intersection Capacity Analysis 3: S 154th St & SR 99 sfr Movement EBL Lane Configurations Ideal Flow (vphpl) 1900 Total Lost time (s) 4.0 Lane Util. Factor 0.95 Frt 1.00 Flt Protected 0.95 Satd. Flow (prot) 1665 Fit Permitted 0.95 Satd. Flow (perm) 1665 Volume (vph) 284 Peak -hour factor, PHF 1.00 Adj. Flow (vph) 284 RTOR Reduction (vph) 0 -Lane Group Flow (vph) 246 Heavy Vehicles ( %) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) 13.1 Effective Green, g (s) 13.1 Actuated g/C Ratio 0.21 Clearance Time (s) 4.0 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 348 v/s Ratio Prot 0.15 v/s Ratio Perm v/c Ratio 0.71 Uniform Delay, dl 23.0 Progression Factor 1.00 Incremental Delay, d2 6.4 Delay (s) 29.4 Level of Service C Approach Delay (s) Approach LOS Intersection Summary HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 3% Split 4 4 EBT EBR WBL 4 1900 4.0 0.95 1.00 0.99 1740 0.99 1740 220 1.00 220 0 258 3% 13.1 13.1 0.21 4.0 3.0 364 c0.15 0.71 23.0 1.00 6.2 29.2 C 18.0 B r 1900 4.0 1.00 0.85 1.00 1568 1.00 1568 320 1.00 320 0 320 3% Free 11.8 11.8 0.19 4.0 3.0 1568 301 c0.11 Free 62.6 62.6 1.00 c0.20 0.20 0.0 1.00 0.3 0.3 A 25.0 0.67 62.6 65.6% 15 1900 4.0 0.91 1.00 0.95 1595 0.95 1595 184 1.00 184 0 172 3% 3% Split 8 8 0.57 23.1 1.00 2.6 25.7 C ARCO Expansion - Tukwila 11/1/2004 2004 Existing (PM Peak) Transportation Engineering Northwest 4 - 4 \ t P \' l d WBT WBR NBL 4- 1900 1900 1900 4.0 4.0 0.91 1.00 0.96 1.00 1.00 0.95 3221 1752 1.00 0.95 3221 1752 260 96 128 1.00 1.00 1.00 260 96 128 49 0 0 319 0 128 3% 11.8 11.8 0.19 4.0 3.0 607 0.10 0.53 22.9 1.00 0.8 23.7 C 24.3 C 3% Prot 5 6.1 6.1 0.10 4.0 3.0 171 0.07 0.75 27.5 1.00 16.3 43.8 D HCM Level of Service Sum of lost time (s) ICU Level of Service NBT NBR SBL SBT SBR 1900 1900 1900 1900 1900 4.0 4.0 4.0 4.0 4.0 0.95 1.00 1.00 0.95 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.95 1.00 1.00 3505 1568 1805 3610 1615 1.00 1.00 0.95 1.00 1.00 3505 1568 1805 3610 1615 568 68 132 764 132 1.00 1.00 1.00 1.00 1.00 568 68 132 764 132 0 53 0 0 82 568 15 132 764 50 0% 0% 0% Prot Perm 2 1 6 2 6 14.0 14.0 7.7 15.6 15.6 14.0 14.0 7.7 15.6 15.6 0.22 0.22 0.12 0.25 0.25 4.0 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 3.0 784 351 222 900 402 0.16 c0.07 c0.21 3% 0.72 22.5 1.00 3.3 25.9 C 28.3 C 3% Perm 0.01 0.04 19.1 1.00 0.1 19.1 B C 12.0 C 0.59 26.0 1.00 4.2 30.2 C 11/1/2004 0.85 22.4 1.00 7.5 29.9 C 28.5 C 0.03 0.12 18.2 1.00 0.1 18.4 B Synchro 6 Report Page 2 t . ' • .SC+M .0 • ax • ✓u f .. ■ .41 '1 14, +i= • TWO -WAY STOP CONTROL SUMMARY General Information Site Information Analyst TENW Agency /Co. Date Performed 10/27/04 Analysis Time Period PM Peak Intersection Military Rd & SR 99 Jurisdiction Analysis Year 2004 Existing Project Description ARCO Epansion - Tukwila East/West Street: Military Road North /South Street: SR 99 Intersection Orientation: North -South Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 864 0 0 796 0 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 0 864 0 0 796 0 Percent Heavy Vehicles 2 -- -- 0 -- — Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration T T ,Upstream Signal 1 1 Minor Street Westbound Eastbound Movement 7 8 9 10 . 11 12 L T R L T R Volume 0 0 0 0 0 232 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 0 0 0 0 0 232 Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade ( %) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 1 Configuration R Delay, Queue Length, and Level of Service Approach NB SB • Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration R v (vph) 232 C (m) (vph) 869 N. 0.27 95% queue length 1.08 Control Delay 10.6 LOS B Approach Delay -- -- 10.6 Approach LOS — — B ( Version 4.Id Version 4. Id z • . • z re 6 00 cn w J H UJ 0 gQ co i s z = H 1— O z r— • w O • N • f- w ui U= O z ARCO Expansion - Tukwila Traffic impact Analysis Transportation Engineering NorthWest 2005 Without Project November 1, 2004 z • W 6 J U U O UO U W J H w O W < = w z I - I-- 0 z I— w U O N O I— W w 0 O ..z = O z pa t •: A,o HCM Signalized Intersection Capacity Analysis 3: S 154th St & SR 99 Movement EBL Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles ( %) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) 13.6 Effective Green, g (s) 13.6 Actuated g/C Ratio 0.21 Clearance Time (s) 4.0 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 352 v/s Ratio Prot 0.16 v/s Ratio Perm v/c Ratio 0.74 Uniform Delay, dl 23.8 Progression Factor 1.00 Incremental Delay, d2 8.2 Delay (s) 31.9 Level of Service C Approach Delay (s) Approach LOS Intersection Summary HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 4 1900 1900 4.0 4.0 0.95 0.95 1.00 1.00 0.95 0.99 1665 1733 0.95 0.99 1665 1733 302 201 0.94 0.94 321 214 0 0 261 274 3% 3% Split 4 4 EBT EBR WBL 13.6 13.6 0.21 4.0 3.0 366 c0.16 0.75 23.8 1.00 8.1 31.9 C 20.3 C r 1900 4.0 1.00 0.85 1.00 1568 1.00 1568 290 0.94 309 0 309 3% Free Free 64.4 64.4 1.00 c0.20 0.20 0.0 1.00 0.3 0.3 A 32.0 0.75 64.4 69.4% 15 1900 4.0 0.91 1.00 0.95 1595 0.95 1595 140 0.88 159 0 159 3% Split 8 11.6 11.6 0.18 4.0 3.0 1568 287 c0.10 0.55 24.0 1.00 2.3 26.4 C 4 - 41 tit 1900 1900 1900 1900 4.0 4.0 4.0 0.91 1.00 0.95 0.95 1.00 1.00 1.00 0.95 1.00 3195 1752 3505 1.00 0.95 1.00 3195 1752 3505 235 112 179 492 0.88 0.88 0.95 0.95 267 127 188 518 78 0 0 0 316 0 188 518 3% 3% 3% 3% 8 11.6 11.6 0.18 4.0 3.0 575 0.10 0.55 24.0 1.00 1.1 25.1 C 25.5 C HCM Level of Service Sum of lost time (s) ICU Level of Service ARCO Expansion - Tukwila 11/1/2004 2005 Without Project (PM Peak) Transportation Engineering Northwest I t 4 WBT WBR NBL NBT NBR SBL SBT SBR Prot 5 2 7.0 7.0 0.11 4.0 3.0 190 c0.11 0.99 28.7 1.00 61.6 90.2 F 17.5 17.5 0.27 4.0 3.0 952 0.15 0.54 20.0 1.00 0.6 20.7 C 37.1 D r 1900 4.0 1.00 0.85 1.00 1568 1.00 1568 73 0.95 77 56 21 3% Perm 2 17.5 17.5 0.27 4.0 3.0 426 0.01 0.05 17.3 1.00 0.0 17.4 B C 12.0 C 1900 1900 1900 4.0 4.0 4.0 1.00 0.95 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1805 3610 1615 0.95 1.00 1.00 1805 3610 1615 114 833 164 0.96 0.96 0.96 119 868 171 0 0 94 119 868 77 0% 0% 0% Prot Perm 1 6 5.7 5.7 0.09 4.0 3.0 160 0.07 0.74 28.6 1.00 17.0 45.6 D 16.2 16.2 0.25 4.0 3.0 908 c0.24 11/1/2004 0.96 23.7 1.00 19.8 43.5 D 40.2 D 6 16.2 16.2 0.25 4.0 3.0 406 0.05 0.19 18.9 1.00 0.2 19.2 B Synchro 6 Report Page 2 ' ' i .n'�4u�ai'+' TWO -WAY STOP CONTROL SUMMARY General Information Site Information Analyst TENW Agency /Co. Date Performed 10/27/04 Analysis Time Period PM Peak Intersection Military Rd & SR 99 Jurisdiction Analysis Year 2005 Without Project Project Description ARCO Expansion - Tukwila East/West Street: Military Road North /South Street: SR 99 Intersection Orientation: North -South Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 832 0 0 801 0 Peak -Hour Factor, PHF 1.00 0.94 1.00 1.00 0.96 1.00 Hourly Flow Rate, HFR 0 885 0 0 834 0 Percent Heavy Vehicles 2 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration T T Upstream Signal 1 1 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 0 0 311 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 0.90 Hourly Flow Rate, HFR 0 0 0 0 0 345 Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade ( %) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 1 Configuration R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration R v (vph) 345 C (m) (vph) 876 v/c 0.39 95% queue length 1.90 Control Delay 11.8 LOS B Approach Delay -- -- 11.8 Approach LOS -- — B Rights Reserved HCS?t70o i Version 4. Id Copyright C'© 2003 University of Florida, All Rights Reserved Version 4.Id ARCO Expansion - Tukwila Traffic Impact Analysis Transportation Engineering NorthWest 2005 With Project November 1, 2004 Z ~ W � 1 J O 0 to 0 • Lu J O LL W 2 5 u Q d W Z = 1- W O - • (12 O 1— W W L - 1 - - O Z 1- i- O Z ARCO Expansion - Tukwila Traffic Impact Analysis Appendix C: Site Access Level of Service and Queue Calculations Transportation Engineering NorthWest November 1, 2004 z ~ W 6 J U 0 to 0 U.1 I— W 2 LLQ 1 a I... W Z = H O Z I— ILI • W U O - O I- w w '� O ..z w U= O ~ z row Milli rum. �� TWO -WAY STOP CONTROL SUMMARY General Information Site Information Analyst TENW Agency /Co. Date Performed 10/27/04 Analysis Time Period PM Peak Intersection Military Rd & SR 99 Jurisdiction Analysis Year 2005 With Project Project Description ARCO Expansion - Tukwila East/West Street: Military Road North /South Street: SR 99 Intersection Orientation: North -South Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 836 0 0 804 0 Peak -Hour Factor, PHF 0.94 0.94 1.00 1.00 0.96 0.96 Hourly Flow Rate, HFR 0 889 0 0 837 0 Percent Heavy Vehicles 0 — -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration T T Upstream Signal 1 1 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 0 0 313 Peak -Hour Factor, PHF 1.00 1.00 1.00 0.90 1.00 0.90 Hourly Flow Rate, HFR 0 0 0 0 0 347 Percent Heavy Vehicles 0 0 0 2 0 2 Percent Grade ( %) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 1 Configuration R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration R v (vph) 347 C (m) (vph) 858 v/c 0.40 95% queue length 1.98 Control Delay 12.0 LOS B Approach Delay -- -- 12.0 Approach LOS — — B !ICS2000M Copyright ,C, 2003 University of Florida. All Rights Reserved Version 4.1 I HCM Signalized Intersection Capacity Analysis 1: S 152nd St & SR 99 Movement Lane Configurations Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frt Fit Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Volume (vph) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Heavy Vehicles ( %) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, di Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group EBL EBT 4 1900 1900 4.0 1.00 0.98 0.99 1800 0.99 1800 38 77 0.87 0.87 44 89 0 9 0 147 2% 2% Split 4 4 9.1 9.1 0.13 4.0 3.0 241 c0.08 0.61 27.8 1.00 4.5 32.3 C 32.3 C 23.0 0.61 68.0 56.1% 15 , 4 s., 4 \ ARCO Expansion - Tukwila 11/1/2004 2005 With Project (PM Peak) Transportation Engineering Northwest EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 4T) 14 1900 1900 1900 1900 1900 1900 4.0 4.0 4.0 0.95 1.00 0.95 0.97 1.00 1.00 0.98 0.95 1.00 3427 1770 3539 0.98 0.95 1.00 3427 1770 3539 20 62 62 34 193 593 0.87 0.84 0.84 0.84 0.94 0.94 23 74 74 40 205 631 0 0 34 0 0 0 0 0 154 0 205 631 2% 0% 0% 0% 2% 2% Split Prot 8 8 5 2 6.9 6.9 0.10 4.0 3.0 348 c0.04 0.44 28.7 1.00 0.9 29.6 C 29.6 C 12.1 12.1 0.18 4.0 3.0 315 c0.12 0.65 26.0 1.00 4.8 30.7 C HCM Level of Service Sum of lost time (s) ICU Level of Service 11/1/2004 t. 1 . / 30.9 30.9 0.45 4.0 3.0 1608 0.18 0.39 12.3 1.00 0.7 13.0 B 17.0 B 1900 4.0 1.00 0.85 1.00 1583 1.00 1583 51 0.94 54 29 25 2% Perm 2 30.9 30.9 0.45 4.0 3.0 719 0.02 0.03 10.3 1.00 0.1 10.4 B C 16.0 B 1900 4.0 1.00 1.00 0.95 1770 0.95 1770 106 0.97 109 0 109 2% Prot 1 5.1 5.1 0.08 4.0 3.0 133 0.06 0.82 31.0 1.00 31.0 62.0 E tio 1900 1900 4.0 0.95 0.99 1.00 3508 1.00 3508 721 45 0.97 0.97 743 46 5 0 784 0 2% 2% 6 23.9 23.9 0.35 4.0 3.0 1233 c0.22 0.64 18.4 1.00 2.5 20.9 C 25.9 C Synchro 6 Report Page 1 z �z � w QQ 2 JU 0 (/) J H Q w w 0 g Q co = d 1w Z = F- O Z f- O � O N O ff W w u- w z = O z HCM Signalized Intersection Capacity Analysis 3: 154th St &SR99 Movement EBL Lane Configurations Ideal Flow (vphpl) 1900 Total Lost time (s) 4.0 Lane Util. Factor 0.95 Frt 1.00 Flt Protected 0.95 Satd. Flow (prot) 1665 Fit Permitted 0.95 Satd. Flow (perm) 1665 Volume (vph) 304 Peak -hour factor, PHF 0.94 Adj. Flow (vph) 323 RTOR Reduction (vph) 0 Lane Group Flow (vph) 262 Heavy Vehicles ( %) Turn Type Protected Phases Permitted Phases Actuated Green, G (s) 13.7 Effective Green, g (s) 13.7 Actuated g/C Ratio 0.21 Clearance Time (s) 4.0 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 356 vls Ratio Prot 0.16 v/s Ratio Perm v/c Ratio 0.74 Uniform Delay, d1 23.5 Progression Factor 1.00 Incremental Delay, d2 7.7 Delay (s) 31.2 Level of Service C Approach Delay (s) Approach LOS Intersection Summary HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 3% 3% Split 4 4 EBT EBR WBL WBT WBR NBL NBT NBR SBL SST SBR 4 1900 4.0 0.95 1.00 0.99 1733 0.99 1733 202 0.94 215 0 276 13.7 13.7 0.21 4.0 3.0 371 c0.16 0.74 23.5 1.00 7.9 31.4 C 20.0 B r 1900 4.0 1.00 0.85 1.00 1568 1.00 1568 290 0.94 309 0 309 3% Free 12.0 12.0 0.19 4.0 3.0 1568 299 c0.11 Free 64.0 64.0 1.00 c0.20 0.20 0.0 1.00 0.3 0.3 A 33.7 0.81 64.0 69.5% 15 1900 4.0 0.91 1.00 0.95 1595 0.95 1595 155 0.88 176 0 176 0.59 23.7 1.00 3.0 26.7 C 4T 1900 4.0 0.91 0.95 1.00 3196 1.00 3196 238 0.88 270 76 321 3% 3% Split 8 8 12.0 12.0 0.19 4.0 3.0 599 0.10 0.54 23.5 1.00 0.9 24.4 C 25.1 C it+ 1900 1900 1900 4.0 4.0 1.00 0.95 1.00 1.00 0.95 1.00 1752 3505 0.95 1.00 1752 3505 112 179 496 0.88 0.95 0.95 127 188 522 0 0 0 0 188 522 3% 3% Prot 5 2 3% 6.1 6.1 0.10 4.0 3.0 167 c0.11 1.13 29.0 1.00 107.4 136.4 F HCM Level of Service Sum of lost time (s) ICU Level of Service ARCO Expansion - Tukwila 11/1/2004 2005 With Project (PM Peak) Transportation Engineering Northwest t 1 4 13.7 13.7 0.21 4.0 3.0 750 0.15 0.70 23.2 1.00 2.8 26.0 C 51.8 D 1900 4.0 1.00 0.85 1.00 1568 1.00 1568 73 0.95 77 61 16 3% Perm 2 13.7 13.7 0.21 4.0 3.0 336 0.01 0.05 20.0 1.00 0.1 20.0 C C 16.0 C at+ r 1900 1900 1900 4.0 4.0 4.0 1.00 0.95 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1805 3610 1615 0.95 1.00 1.00 1805 3610 1615 129 823 164 0.96 0.96 0.96 134 857 171 0 0 94 134 857 77 0% 0% 0% Prot Perm 1 6 8.6 16.2 8.6 16.2 0.13 0.25 4.0 4.0 3.0 3.0 243 914 0.07 c0.24 0.55 25.9 1.00 2.7 28.6 C 11/1/2004 0.94 23.4 1.00 16.5 39.9 D 35.6 D 6 16.2 16.2 0.25 4.0 3.0 409 0.05 0.19 18.7 1.00 0.2 19.0 B Synchro 6 Report Page 2 1 w QQ � J U O 0 N o Ill N LL W O g Q = • d 1- W Z ZO LU ul U O - o 1- W W u_ ui z = P. Z TWO -WAY STOP CONTROL SUMMARY General Information Site Information Analyst TENW Agency /Co. Date Performed 10/27/04 Analysis Time Period PM Peak Intersection SR 99 & ARCO Driveway Jurisdiction Analysis Year 2005 With Project Project Description ARCO Expansion - Tukwila East/West Street: ARCO Driveway North /South Street: SR 99 Intersection Orientation: North -South Study Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L • T R L T R Volume 0 829 62 0 0 0 Peak -Hour Factor, PHF 1.00 0.92 0.95 0.96 0.96 1.00 Hourly Flow Rate, HFR 0 901 65 0 0 0 Percent Heavy Vehicles 0 -- -- 0 — -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration T TR T Upstream Signal 1 1 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 83 0 0 0 Peak -Hour Factor, PHF 0.90 1.00 0.90 1.00 1.00 1.00 Hourly Flow Rate, HFR 0 0 92 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade ( %) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 1 0 0 0 Configuration R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration R v (vph) 92 C (m) (vph) 877 vlc 0.10 95% queue length 0.35 Control Delay 9.6 LOS A Approach Delay -- -- 9.6 Approach LOS -- -- A Rights Reserved IICS2000 rni Version 4. Id Copyright C 2003 University of Florida, All Rights Reserved Version 4. Id Major Street Eastbound Westbound Movement 1 2 3 4 5 6 8 L T R L T R Volume (veh /h) 54 325 0 0 405 44 Peak -hour factor, PHF 0.94 0.94 1.00 1.00 0.91 0.91 I Hourly Flow Rate (veh /h) 57 345 0 0 445 48 Proportion of heavy vehicles, P 2 -- 0 -- __ Median type Undivided RT Channelized? 0.17 0 Queue length (95 %) 0.17 0 Lanes 0 1 0 0 2 0 Configuration LT T TR ' Upstream Signal LOS 1 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 — L T R L T R Volume (veh /h) 0 0 0 20 0 64 I Peak -hour factor, PHF 1.00 1.00 1.00 0.85 1.00 0.85 ' Hourly Flow Rate (veh /h) 0 0 0 23 0 75 Proportion of heavy vehicles, PHV 0 0 0 2 0 2 Percent grade ( %) 0 0 Flared approach N N Storage 0 0 RT Channelized? 0 • • 0 Lanes 0 0 0 0 0 0 Configuration LR Control Delay, Queue Length, Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR Volume, v (vph) 57 98 Capacity, c (vph) 1067 581 v/c ratio 0.05 0.17 Queue length (95 %) 0.17 0.60 Control Delay (s /veh) 8.6 12.4 LOS A B Approach delay (s /veh) -- -- 12.4 Approach LOS — — 8 TWO -WAY STOP C General Information Analyst TENW Agency /Co. Date Performed 10/27/04 Analysis Time Period PM Peak Project Description ARCO Expansion - Tukwila East/West Street: S 154th Street Intersection Orientation: East -West Study Period (hrs): 0.25 y Vehicle Volumes and Adjustments ) NTROL SUMMARY Site Information Intersection Jurisdiction Analysis Year North /South Street: ARCO Drivewa S 154th St & ARCO Driveway 2005 With Project :r4 a LL Ms. Stefania Spencer, Permit Technician City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Request for Approval of Revised Dumpster Enclosure Location BP ARCO Gasoline Facility Forecourt Remodel 15250 International Boulevard, Tukwila, Washington City of Tukwila Development Application No. D04 -386 ARCO FAC No. 5515 / Our Job No. 2369.1 Dear Ms. Spencer: As discussed with Ms. Carol Lumb, we have revised the civil and landscape plans for the above- , -referenced project. This Revision Number 1 involves the removal of the existing dumpster enclosure and construction of a "tandem" enclosure on the east property line. This will involve an increase in the amount of landscaping along this property line and a commensurate reduction in the amount of paving. Enclosed for your review and approval are the following: • One (1) City of Tukwila Revision Submittal Form • Four (4) prints of the Site Improvement Plan Sheet Cl, revised dated May 18, 2005 • Two (2) prints of the Underground Tank and Piping Installation Plan Sheet TK1 -1, revised dated May 18, 2005 • Two (2) prints of the Landscape Planting Plan Sheet L1, revised dated May 18, 2005 Please route these plans to Carol Lumb for approval; and, let me know if any other department representatives will require review and approval of this change. Also, please call me when this change has been approved so that we may notify our contractor. RECEIVED CITY OF TUKWILA MAY 2 4 2005 Thank you for your attention to this request. l'•:2 N 1 May 24, 2005 HAND DELIVERY Sincerely, Bruce K. Creager, AICP Director of Planning Services BKC/ pj [2369c.064.doc] enc: As Noted cc: Mr. Jay S. Grubb, Barghausen Consulting Engineers, Inc. Mr. F. Al Kendall, Barghausen Consulting Engineers, Inc. Mr. J. David Carroll, Barghausen Consulting Engineers, Inc. Mr. Joel A. Howitt, Barghausen Consulting Engineers, Inc. CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES PERMIT CENTER 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES • OLYMPIA, WA • TEMECULA, CA • WALNUT CREEK, CA www.barghausen.com ba4-3g(d. Z Z 6 00 CO Lu J = H w 0 g YYYY.. z Cy • w Z � H- O Z n o O • N O -- w w M rp iz O z Memorandum iMirail 1 Tranaportatlon Planning 6 E nglnaaring To: Cyndy Knighton, Senior Transportation Engineer, City of Tukwila From: Tom Noguchi, Mirai Transportation Planning and Engineering Subject: ARCP Expansion Traffic Impact Analysis Date: April 28, 2005 Mirai Transportation Planning and Engineering reviewed the Traffic Impact Study report for the ARCO Expansion project, dated November 1, 2004 and the memorandum that responded to the City comments, dated April 14, 2005. The report and memorandum were prepared by Transportation Engineering Northwest. I found that the traffic impact analysis report had adequately analyzed the traffic impacts of the proposed ARCO expansion and the responses to the City comments are acceptable. I also found that any action to mitigate the traffic impacts related to the proposed development would not. be necessary. Ryan Heights, Traffic /Safety Analysis RECEIVED CITY OF TUKWILA APR 2 9 2005 PERMIT CENTER b04-- Page 1 .3:.n. ,... ::iaw \'i:l'Ji+Wh�t }.v,•i:n l xii «.al�it.jl �iN.a. � Dear Ms. Spencer: Planning Division Comments: Ms. Stefania Spencer, Permit Technician City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Response to Comment Correction Letter No. 2 BP ARCO Gasoline Facility Forecourt Remodel 15250 Tukwila International Boulevard, Tukwila, Washington City of Tukwila Development Application No. D04 -386 ARCO FAC No. 5515 / Our Job No. 2369.1 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES April 14, 2005 HAND DELIVERY RECEIVED CITY OR TUKWILA APR 1 4 2005 PERMIT CENTER We have revised the plans and associated information for the project referenced above in accordance with you comment letter dated April 14, 2005. Enclosed for your distribution are four (4) sets of the revised construction sheets and four (4) copies of the traffic impact analysis addendum letter prepared by Transportation Engineers Northwest dated April 14, 2005. The following outline provides each of the City's comments in italics exactly as written along with a narrative response describing how each comment was addressed: 1. Revise the landscaping plan as noted on the attached red -lined plant to: reduce the amount of groundcover and add shrubs at the southwest corner of the site (where the pedestrian connection was originally proposed); revise the plantings on the east side of the site to the south of the new dumpster enclosure; add plantings to the north of the existing dumpster enclosure; align tree plantings on Southcenter Blvd. To rnatcl: the alignment on the Sound Transit site; and revise the type of tree used to Green Ash (Fraxinus Pennsylvanica "Marshall Seedless'). Response: The landscape plan has been revised to address and satisfy all of the above items. Please refer to Sheet L1 -1 for details. 2. Relocate the pedestrian connection to the area where the driveway is being closed. Response: The pedestrian connection has been relocated to the area where the driveway is being closed along International Boulevard. 3. Replace missing slats in chain link fencing and restore fencing where needed. Response: As required, the existing chain link fencing along the eastern property line of the site will be beautified and restored during construction. CORREC ION LTR # 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES • OLYMPIA, WA • TEMECULA, CA • WALNUT CREEK, CA www.barghausen.com z w it 2 O 0 cn w J 1 U) u- w 0 g Q u..2d ��. w Z F . 1- w ~ O (;) O — ca wW H O ' W Z v _ i 0 z Ms. Stefania Spencer, Permit Technician City of Tukwila Public Works Department Comments: -2- April 14, 2005 A) The November 1, 2004, Traffic Impact Study prepared by Transportation Engineering Northwest shall be revised and resubmitted to Public Works for review and approval. Here are the comments: 1. Page 9, Planned Transportation Improvements: This report states that "there are no planned transportation improvement projects ....in the study area. " The City and Sound Transit have been working to improve s 154th Street and its intersection with International Boulevard. This report must acknowledge the improvements proposed in the vicinity of this expansion project. Response: Comment Noted. Please refer to the attached traffic impact analysis amendment letter prepared by Transportation Engineering Northwest dated April 14, 2005. 2. The e-mail from Brian Shelton, P.E., Public Works Sound Transit Project Manager, dated February 16, 2005, (see attached) indicates that s 154th Street will be widened to support the Sound Transit light station. The southerly access at this ARCO station site on International Boulevard within SeaTac City limits will be closed. The applicant needs to review the most current improvement plan prepared by the City and Sound Transit and to access how the closure of the driveway would impact on the traffic access patterns for the ARCO station site. Please note that the remaining driveway on International Boulevard will serve in the future as a joint driveway for ARCO and future Sound Transit parking lot. Response: Comment Noted. Please refer to the attached traffic impact analysis amendment letter prepared by Transportation Engineering Northwest dated April 14, 2005. 3. The report should redistribute the access traffic with the S 154th Street driveway closure and recalculate the levels of service. The safety of vehicles accessing to and from Tukwila International Boulevard and S 154th Street driveways should be evaluated. Response: Comment Noted. Please refer to the attached traffic impact analysis amendment letter prepared by Transportation Engineering Northwest dated April 14, 2005. B) Submit copy of driveway closure permit along International Blvd. for City of SeaTac. Response: We are currently procuring the Right -of -Way Use Permit from the City of SeaTac. We will forward a copy of the approved permit to your attention prior to Building Permit issuance. z tr y 00 J CO I w 0 gQ co = d I--w Z = f- O Z H- LLI U O F- E W LL-O: w U = O ~ z 1 Ms. Stefania Spencer, Permit Technician City of Tukwila -3- April 14, 2005 C) Submit copy of King County Industrial Waste approval letter for connection to Val Vue Sewer District via an oil water separator. Response: The King County Industrial Waste and Val Vue Sewer District approval letters are attached for your use as required. We believe that the above responses together with the enclosed revised construction drawings address all of the City's comments and the Building Permit should be ready for issuance. Please distribute the enclosed information to the respective reviewers as soon as possible. If you have any questions or need any additional information, please contact me at this office immediately. Sincerely, el A. Howitt Project Planner JAH/ pj 2369c.063.doc enc: As Noted cc: Ms. Carol Lumb, City of Tukwila Ms. Joanna Spencer, City of Tukwila Mr. Jay S. Grubb, Barghausen Consulting Engineers, Inc. Mr. Bruce K. Creager, Barghausen Consulting Engineers, Inc. Mr. Daniel B. Goalwin, Barghausen Consulting Engineers, Inc. Mr. J. David Carroll, Barghausen Consulting Engineers, Inc. Z re w O 0 W p . J w O g a. = • d _ : ' Z ' H-O Z D o ON ;o F- w w H U ; II- O .. Z co 0 z a 9 Transportation Engineering NorthWest, LLC DATE: April 14, 2005 TO: Joanna Spencer City of Tukwila Public Works FROM: Curtis Chin, PE Transportation Engineering Northwest RE: Response to Comments ARCO Expansion — Tukwila, Washington 1'rNW Project No. 2399/BCE No. 2369.1/ARCO FAC No. 5515 Memorandum This memorandum documents our response to the City of Tukwila's comments dated April 4, 2005 regarding TENW's traffic impact study (dated November 1, 2004). The City of Tukwila's comment and TENW's response is outlined below: City of Tukwila Comment Al Page 9, Planned Transportation Improvements: This report states that "there are no planned transportation improvement projects... in the study area." The City and Sound Transit have been working to improve S 154` Street and its intersection with International Boulevard. This report must acknowledge the improvements proposed in the vicinity of this • expansion project. TENW Response As we understand, the proposed City of Tukwila and Sound Transit improvements to the S 154 Street /International Boulevard intersection would include: • Exclusive dual eastbound left turn lanes. • Exclusive dual westbound left turn lanes. C OF �N lLA These improvements would widen S 154 Street along the project frontage to include four westbound lanes and two eastbound lanes. The analysis included in APR 1 4 2005 the November 1, 2004 traffic study did not include these improvements since the improvements would not be completed prior to our horizon year of 2005 (the year the project is anticipated to be completed). However, with the proposed improvements the operations of the S 154` Street /International Boulevard would improve; therefore, the analysis at S 154 Street /International Boulevard included in the traffic study could be considered conservative. CORRECTION RECEIVED L T R # APR 14 He PuF188 WAKS Transportation Engineering /Operations • Impact Studies • Design Services • Transportation Planning /Forecasting 16625 Redmond Way, Suite M, P148 323 • Redmond, WA 98052 • Office (425) 485-4663 • Fax (425) 398.5779 Z i- W � QQ 2 JU 00 w = H N O W � u.Q co = d �.W ' Z I— 0 Z ~ • w U ❑ O — ❑ I— w W Lt. 0 . U W 0 Z 4.1 Transportation Engineering NorthWest, LLC Page 2 of 2 City of Tukwila Comment A2 The e -mail from Brian Shelton, P.E., Public Works Sound Transit Project Manager, dated February 16, 2005, indicates that S 154` Street will be widened to support the Sound Transit light station. The southerly access at this ARCO station site on International Boulevard within SeaTac City limits will be closed. The applicant needs to review the most current improvement plan prepared by the city and Sound Transit and to assess how the closure of the driveway would impact on the traffic access patterns for the ARCO station site. Please note that the remaining driveway on International Boulevard will serve in the future as a joint driveway for ARCO and future Sound Transit parking lot. TENW Response We have reviewed the improvement plans prepared by the City and Sound Transit at the S 154` Street /International Boulevard. The improvement plans show S 154 Street along the project frontage widened to include four westbound lanes and two eastbound lanes. Due to this widening, the existing ARCO site access on S 154 Street may need to be restricted to right -in, right -out movements. The analysis included in the November 1, 2004 traffic study did not analyze the S 154 Street driveway as right -in, right -out, since the S 154 Street /International Boulevard improvements would not be completed prior to our horizon year of 2005 (the year the project is anticipated to be completed). City of Tukwila Comment A3 The report should redistribute the access traffic with the S 154 Street driveway closure and recalculate the levels of service. The safety of vehicles accessing to and from Tukwila International Boulevard and S 154 Street driveway should be evaluated. TENW Response The existing S 154 Street driveway is not proposed to be closed with the proposed expansion. With the proposed City of Tukwila and Sound Transit improvements to the S 154 Street /International Boulevard the existing ARCO site access on S 154 Street may need to be restricted to right -in, right -out movements only. We would not expect safety of vehicles accessing the site to be an issue given all the site driveways would be restricted to right -in, right -out movements only. As a result, with all driveways providing access to the site restricted to right -in, right -out movements only, we would not expect there to be significant adverse LOS or safety issues at the driveways. Please let me know if you have any questions regarding the information included in this memorandum. cc: Joel, Howitt, Barghausen Consulting Engineers, Inc. Jeff Schramm, Principal — TENW Transportation Engineering /Operations • Impact Studies ♦ Design Services • Transportation Planning /Forecasting 16625 Redmond Way, Suite M, PMB 323 ♦ Redmond, WA 98052 • Office (425) 485.4663 • Fax (425) 398 -5779 'y' • Exclusive dual eastbound left turn lanes. Transportation Engineering NorthWest, LLC Memorandum DATE: April 14, 2005 TO: Joanna Spencer City of Tukwila Public Works FROM: Curtis Chin, PE Transportation Engineering Northwest RE: Response to Comments ARCO Expansion — Tukwila, Washington TENW Project No. 2399/BCE No. 2369.1/ARCO FAC No. 5515 • Exclusive dual westbound left turn lanes. CORRECTION LTR #._6!„ RECEIVED CITY OF TUKWILA APR 1 Li 2005 PERMIT CENTER This memorandum documents our response to the City of Tukwila's comments dated April 4, 2005 regarding TENW's traffic impact study (dated November 1, 2004). The City of Tukwila's comment and TENW's response is outlined below: City of Tukwila Comment Al Page 9, Planned Transportation Improvements: This report states that "there are no planned transportation improvement projects... in the study area." The City and Sound Transit have been working to improve S 154 Street and its intersection with International Boulevard. This report must acknowledge the improvements proposed in the vicinity of this expansion project. TENW Response As we understand, the proposed City of Tukwila and Sound Transit improvements to the S 154t Street /International Boulevard intersection would include: These improvements would widen S 154t Street along the project frontage to include four westbound lanes and two eastbound lanes. The analysis included in the November 1, 2004 traffic study did not include these improvements since the improvements would not be completed prior to our horizon year of 2005 (the year the project is anticipated to be completed). However, with the proposed improvements the operations of the S 154t Street /International Boulevard would improve; therefore, the analysis at S 154t Street /International Boulevard included in the traffic study could be considered conservative. Transportation Engineering /Operations • Impact Studies • Design Services • Transportation Planning/Forecasting t;O43a 16625 Redmond Way, Suite M, MB 323 • Redmond, WA 98052 • Offke (425) 485.4663 • Fax (425) 398.5779 • a 9 Transportation Engineering NorthWest, LLC City of Tukwila Comment A2 The e -mail from Brian Shelton, P.E., Public Works Sound Transit Project Manager, dated February 16, 2005, indicates that S 154` Street will be widened to support the Sound Transit light station. The southerly access at this ARCO station site on International Boulevard within SeaTac City limits will be closed. The applicant needs to review the most current improvement plan prepared by the city and Sound Transit and to assess how the closure of the driveway would impact on the traffic access patterns for the ARCO station site. Please note that the remaining driveway on International Boulevard will serve in the future as a joint driveway for ARCO and future Sound Transit parking lot. TENW Response We have reviewed the improvement plans prepared by the City and Sound Transit at the S 154` Street /International Boulevard. The improvement plans show S 154 Street along the project frontage widened to include four westbound lanes and two eastbound lanes. Due to this widening, the existing ARCO site access on S 154' Street may need to be restricted to right -in, right -out movements. The analysis included in the November 1, 2004 traffic study did not analyze the S 154` Street driveway as right -in, right -out, since the S 154 Street /International Boulevard improvements would not be completed prior to our horizon year of 2005 (the year the project is anticipated to be completed). City of Tukwila Comment A3 The report should redistribute the access traffic with the S 154` Street driveway closure and recalculate the levels of service. The safety of vehicles accessing to and • from Tukwila International Boulevard and S 154 Street driveway should be evaluated. TENW Response The existing S 154' Street driveway is not proposed to be closed with the proposed expansion. With the proposed City of Tukwila and Sound Transit improvements to the S 154' Street /International Boulevard the existing ARCO site access on S 154 Street may need to be restricted to right -in, right -out movements only: We would not expect safety of vehicles accessing the site to be an issue given all the site driveways wouldbe restricted to right -in, right -out movements only. As a result, with all driveways providing access to the site restricted to right -in, right -out movements only, we would not expect there to be significant adverse LOS or safety issues at the driveways. Please let me know if you have any questions regarding the information included in this memorandum. cc: Joel, Howitt, Barghausen Consulting Engineers, Inc. Jeff Schramm, Principal — TENW Page 2 of 2 Transportation Engineering /Operations • Impact Studies • Design Servkes • Transportation Planning /Forecasting 16625 Redmond Way, Suite M, PMB 323 ♦ Redmond, WA 98052 • Offke (425) 485-4663 • Fax (425) 398 -5779 April 13, 2005 Mr. Joel Howitt c/o Barghausen Engineers 18215 72 " Avenue South Kent, WA 98032 RE: CORRECTION LETTER #2 Development Permit Application Number D04 -386 ARCO AM/PM —15250 Tukwila International Boulevard Dear Joel: 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 and Planning Departments. At this time, the Building and Fire Departments have no comments. Planning Department: Carol Lumb, at (206) 431 -3661, if you have questions regarding the attached memo. Public Works Department: Joanna Spencer, at (206) 431 -2440, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that 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 throueh the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, �.caci Stefania Spencer Permit Technician encl xc: File No. D04 -386 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 .0 • c .v.:� <,.v »w», + • _ u,.t.v r..wa:. w DATE: April 4, 2005 PROJECT: ARCO AM/PM Minimart Expansion z PERMIT NO: D04-386 1 Z ce PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any 6 D questions regarding the following comments. v p to 0 Co A) The November 1, 2004, Traffic Impact Study prepared by Transportation Engineering tu i Northwest shall be revised and resubmitted to Public Works for review and approval. Here co are the comments: W o 1. Page 9, Planned Transportation Improvements: co This report states that "there are no planned transportation improvement projects....in the z d study area." The City and Sound Transit have been working to improve S 154 Street Z 1 and its intersection with International Boulevard. This report must acknowledge the . z O improvements proposed in the vicinity of this expansion project. w w D 2. The e -mail from Brian Shelton, P.E., Public Works Sound Transit Project Manager, dated p N February 16, 2005, (see attached) indicates that S 154 Street will be widened to support a H ILI the Sound Transit light station. The southerly access at this ARCO station site on H v International Boulevard within SeaTac City limits will be closed. The applicant needs to u. 0 review the most current improvement plan prepared by the City and Sound Transit and to iii Z access how the closure of the driveway would impact on the traffic access patterns for the U ARCO station site. Please note that the remaining driveway on International Boulevard z t— will serve in the future as a joint driveway for ARCO and future Sound Transit parking lot. 4 PUBLIC WORKS DEPARTMENT COMMENTS 3. The report should redistribute the access traffic with the S 154 Street driveway closure and recalculate the levels of service. The safety of vehicles accessing to and from Tukwila International Boulevard and S 154 Street driveways should be evaluated. 13) Submit copy of driveway closure permit along International Blvd. for City of SeaTac. C) Submit copy of King County Industrial Waste approval letter for connection to Val Vue Sewer District via an oil water separator. (P:Laurie Admin /Joanna /Comments D04 -386 040405) Vf'd1u:41;rLa'44�t.v . Di na Spencer - ARCO AM /PM Minim:" 'fit From: To: Date: Subject: Brian Shelton Joanna Spencer 2/16/05 11:12AM ARCO AM /PM Minimart I will provide you with a copy of the proposed Southcenter Blvd plan. CC: Bob Giberson The project proposal includes closure of the southerly access on International Blvd. This closure will force trips to the other driveways which includes one on Southcenter Blvd. The turning movements at that driveway may be impacted by the future street improvements on Southcenter Blvd that call for 6 lanes at that driveway location; 2 lanes eastbound and 4 lanes westbound. The concern is whether eastbound turns to /from that driveway will be allowed after the street improvements. I suggest making the applicant aware of the possible impacts and request that Engineering review for safety considerations. Page 1 City of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: March 31, 2005 CONTACT: Joel Howitt, Barghausen Engineering RE: D04 -386, ARCO Fuel Island Canopy Replacement ADDRESS: 15250 International Blvd. This building permit received Administrative Design Review approval on March 31, 2005 for the fuel island canopy and landscaping plan. The building permit is approved with the conditions noted below, which were the conditions of approval for the Administrative Design Review, file # L05 -007. Carol Lumb is the planner assigned to the file and can be reached at 206 -431 -3661 if you have any questions. 1. Revise the landscaping plan as noted on the attached red -lined plan to: reduce the amount of groundcover and add shrubs at the southwest corner of the site (where the pedestrian connection was originally proposed); revise the plantings on the east side of the site to the south of the new dumpster enclosure; add plantings to the north of the existing dumpster enclosure; align tree plantings on Southcenter Blvd. to match the alignment on the Sound Transit site; and revise the type of tree used to be Green Ash (Fraxinus Pennsylvanica `Marshall Seedless'). 2. Relocate the pedestrian connection to the area where the driveway is being closed. 3. Replace missing slats in chain link fencing and restore fencing where needed. Steven M. Mullet, Mayor Information Item: Use of the ARCO logo on the canopy is considered signage. This signage is subject to a separate permit and cannot be approved until overall site signage issues on the AM /PM Mini -Mart are resolved. q: \General \2005 Memos \D05- 007.doe 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Reid iddleton March 25, 2005 File No. 262005.005/00502 Mr. Bob Benedicto, Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Arco AM/PM (D04 -386) Dear Mr. Burnell: RECEIVED CITY OF TUKV4 ILA f ai 2 8 2005 PERMIT CENTER We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. Special inspection by the Geotechnical Engineer of Record should be provided for at least the aspects of construction noted below, as recommended in the geotechnical report by Earth Consultants, Inc., dated March 24, 1988. See IBC Sections 1704.7 and 1802. 1. Site excavation and grading. 2. Verification of soil- bearing capacity. 3. Placement of structural fill and soil compaction. Structural special inspection by qualified special inspectors should be provided, per IBC Sections 1704 and 1707. The following is a summary of the structural special inspections: 1. Concrete construction: Continuous, see also Section 1704.4. 2. Reinforcement at concrete construction: Periodic, see also Section 1704.4. 3. Pier foundations, see also Section 1704.9. 4. Anchor bolts /rods at pier foundations: Continuous, see also Section 1704.4. 5. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. 6. Structural welding of structural steel for single -pass fillet welds < 5/16 -inch and floor /roof deck welds: Periodic, see also Section 1704.3. 7. Structural welding of structural steel, other than single -pass fillet welds < 5/16 -inch and floor /roof deck welds: Continuous, see also Section 1704.3. bog fai Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 ?t z iz re o U O 0 w= � - L w u_ 5. _. =z � ° z UJ w 0 O N 0 U I— F u. 0 . w z F O z • fl Mr. Bob Benedicto, Building Official City of Tukwila March 25, 2005 File No. 262005.005/00502 Page 2 We made the following "red- lined" revisions to the drawings per the direction of the structural engineer: 1. Sheet F1: modify Square Footing Detail, as shown. Enclosed are one complete set of the revised structural drawings (bound with the originally submitted architectural drawings) and an additional set of the revised structural sheets. Also enclosed are the structural calculations, geotechnical report, and correspondence from the structural engineer for your records. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. 1 Phili razil, P.E., S.E. Senior Engineer Enclosures cc: Joel Howitt, Barghausen Engineers mmt\ doc\ 26\ planrevw \tukwila \05 \t005r2.doc \prb Reid iddleton Mr. Philip Brazil, P.E., S.E. Senior Engineer Reid Middleton, Inc. 728 — 134th Street S.W., Suite 200 Everett, WA 98204 RE: Response to Comments — Building Permit Plan Review — First Submittal BP /ARCO Gasoline Facility Forecourt Remodel 15252 Tukwila International Boulevard, Tukwila, Washington City of Tukwila Development Permit Application No. D04 -386 ARCO FAC No. 5515 / Our Job 2369.1 Dear Mr. Brazil: CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES March 9, 2005 HAND DELIVERY We have revised the structural drawings and calculations for the above - referenced project in accordance with your comment letter dated February 10, 2005. Enclosed are the following documents for your review and approval. 1. Two sets of revised structural drawings 2. One set of revised structural calculations The following outline provides each of your comments in italics exactly as written, along with a narrative response describing how each comment was addressed: General 1. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the engineer respond and resubmit two sets of the revised drawings and one copy of the supplemental structural calculations. All information should be submitted directly to Reid Middleton, Inc. c7 - LF '_ C C � J Response: Comment noted. The above information is enclosed as required. Geotechnical r 2. Special inspection by the Geotechnical Engineer of Record should be provided for at least the aspects of construction noted below, as recommended in the geotechnical report by Earth Consultants, Inc., dated March 24, 1988. See IBC Sections 1704.7 and 182. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES • OLYMPIA, WA • TEMECULA, CA • WALNUT CREEK, CA �r www.barghausen.com Philip Brazil, P.E., S.E. Senior Engineer Reid Middleton, Inc. -2- March 9, 2005 a. Site excavation and grading. b. Verification of soil- bearing capacity. c. Placement of structural fill and soil compaction. Response: Comment noted. Architectural 1. No comments. Structural 1. Structural special inspection by qualified special inspectors should be provided, per IBC Sections 1704 and 1707. The following is a summary of the structural special inspections: a. Concrete construction: Continuous, see also Section 1704.4. b. Reinforcement at concrete construction: Periodic, see also Section 1704.4. c. Pier foundations, see also Section 1704.9. d. Anchor bolts /rods at pier foundations: Continuous, see also Section 1704.4. e. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. f Structural welding of structural steel for single pass fillet welds <_ 5/16 -inch and floor /roof deck welds: Periodic, see also Section 1704.3. g. Structural welding of structural steel, other than single pass fillet welds <_ 5/16 -inch and floor /roof deck welds: Continuous, see also Section 1704.3. Response: Frey -Moss Structures is not responsible for any special inspections as there are no field welds or high- strength bolts. The foundation work, including the concrete anchor bolts and rods require special inspection by others. The above note has been added to Sheet El. 2. Note #4, Sheet Fl, specifies an allowable vertical soil bearing capacity of 3,000 psf. The geotechnical report, however, specifies an allowable capacity of 2,000 psf (see page 3). Note #4 should be revised. The foundation plan may need to be revised due to the lower bearing capacity. Response: The soil bearing capacity has been revised to 2,000 psf on Drawing F1. 3. A geotechnical report by Earth Consultants, Inc., dated March 24,1988, was provided to our office for review. Note #7 on Sheet F1, however, references a geotechnical report by Kleinfelder, dated August 6, 2002. Please verify which report applies to this project. If the Kleinfelder report is applicable, it should be provided to us for review. Response: The Earth Consultants, Inc., geotechnical report is the correct report and Drawing Fl has been revised accordingly. a ;s.rirxI uJJ li' '45 4.4,4414,kc s.:r:R i«n ::r r:w... «+,,..w...:,,.... Philip Brazil, P.E., S.E. Senior Engineer Reid Middleton, Inc. -3- March 9, 2005 4. Snow design data, including ground snow load, flat -roof snow load, snow exposure factor, snow load importance factor, and thermal factor, should be specified on the drawings for review. See IBC Section 1603.1 and 1603.1.3. Response: The snow design data has been added to Drawing El. 5. Wind design data, including basic wind speed, wind importance factor, and wind exposure, should be specified on the drawings for review. See IBC Sections 1603.1 and 1603.1.4. Response: The wind design data has been added to Drawing El. 6. Earthquake design data, including seismic importance factor, seismic use group, mapped maximum and design spectral response accelerations, seismic design category, response modification factor, seismic response coefficient and seismic base shear, should be specified on the drawings for review. See IBC Sections 1603.1 and 1603.1.5. Response: The seismic design data has been added to Drawing El. 7. Note #2, Sheet F1 should be revised by increasing the specified compressive strength from 2,500 psi to 3,000 psi. See IBC Section 1808.2.23.2. Response: The concrete strength on Drawing F1 now shows 3,000 psi. 8. The foundation design should be revised to provide an interconnection between the concrete piers by ties capable of supporting at least 10 percent of the steel column design load times Sm. See IBC Section 1808.2.23.1 and 1808.2.23.2. Response: The pier footings are connected by the concrete slab covering the entire area under the canopy. 9. Additional transverse reinforcement should be specified for the concrete piers at the footing detail on Sheet F1. The maximum spacing is required to be 12 times the longitudinal bar diameter (7.5 inches) throughout the length of the pier. A closer spacing of approximately 3.75 inches and crossties are required at the top of the pier for a distance of at least three times the pier diameter (least dimension). See IBC Section 1812.4 and 1810.1.2.2, and Sections 21.4.4.1 and 21.4.4.2 of ACI 318 -02. Response: The rebar and the footings have been revised accordingly on Drawing Fi. 10. The grade of the concrete reinforcement should be specified on Sheet Fl for review. See IBC Section 1901.4. Response: The grade of the rebar and the footings is shown on No. 8 of Drawing F1. Z • 2 O 0 N D III I w O 2 g = • a w ? H ZO LL! uj O - O 1— w W tL O 6 6 z O H . z Philip Brazil, P.E., S.E. Senior Engineer Reid Middleton, Inc. -4- March 9, 2005 11. A note should be added to Sheet F1 specifying the structural welding at the steel columns shall be made with filler metal producing welds with a minimum Charpy V -notch toughness of 20 ft -lbf at minus 20 degrees -F. See IBC Section 2205.2.2 and Section 7.3a of the AISC seismic provisions (AISC 341 -02). Response: A note has been added as Note 9 on Drawing F1. 12. The number of longitudinal bars in the concrete piers is reported as 16 on page 2 of the calculations. The number is specified as 12 on Sheet F1. Please comment. Response: The number of longitudinal bars is now 32 in the square footing or 24 in the round footing as shown in Drawing F1. 13. A TS 10x10x1/4 column is specified on Sheet El. A TX 12x12x14 column, however, is specified at the elevations on Sheet E2 and Section 1 /E3. A TS 12x12x14 column is also assumed on Page 16 of the calculations. Sheet El should be revised. Response: The column is now a HSS 12x12x5/16 and is shown correctly throughout the drawings. 14. An allowable stress increase of 33 percent (or 25 percent load reduction) when using load combinations that include wind or seismic loads is assumed in the calculations (i.e., pages 11 and 17). This is not permitted unless a material section of the IBC or referenced standard of the IBC specifies it, which is not the case for steel design. The calculations should be revised by excluding the 33 percent increase. The drawings may also need to be revised. Note that the 1989 ASD AISC Specification, including Supplement No. 1, dated December 7, 2001, is referenced in the IBC. The supplement deletes from the specification the references to stress increases involving wind and seismic forces. See IBC Sections 1605.3.2 and 2205.1. Response: The allowable stress increase has been removed. The header beam and the column have changed to satisfy this throughout the drawings and the calculations. The anchor bolts also were increased. 15. The section properties from the 1989 ASD AISC Specifications for HSS (TS) shapes were apparently assumed in the calculations. These are no longer valid having been replaced by smaller values. The calculations should be revised with the current properties. They can be found in the 1999 LRFD AISC specification (third edition) and other references. Note that this may necessitate a change in the steel columns when this and the deletion of the 33 percent stress increase are both taken into account. Response: The drawings and the calculations now show the HSS section of HSS 12x12x5 /16th inches. We believe that the above responses, together with the enclosed revised plans and calculations, address all of the comments in your letter dated February 10, 2005. Please review and approve the enclosed at your ;i�... .....,va.i.,,i.,1. e.: a:µi.: a...r.. .....� 9 x;. i�r v' s l ual.. ui3 ?" 7 �« 1c t. L v RN. il l(: .{. +N'44 ... VO44r:...: 7 .4 . 4s35; .3:?.,. nyi% }ly'i kviii9.vaw: �'. Philip Brazil, P.E., S.E. Senior Engineer Reid Middleton, Inc. -5- Sincerely, 1 A. Howitt Project Planner JAH/dm 2369c.057.doc enc: As Noted cc: Mr. Bob Benedicto, Building Official, City of Tukwila Mr. Ed Dugan, Frey -Moss Structures Mr. Jay S. Grubb, Barghausen Consulting Engineers, Inc. Mr. Bruce K. Creager, Barghausen Consulting Engineers, Inc. Mr. Daniel B. Goalwin, Barghausen Consulting Engineers, Inc. Mr. J. David Carroll, Barghausen Consulting Engineers, Inc. March 9, 2005 earliest convenience. If you have questions or need additional information, please do not hesitate to contact me at this office. Thank you. February 24, 2005 Mr. Joel Howitt Barghausen Engineers 18215 72 Avenue South Kent, Washington 98032 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -386 Arco AM/PM —15250 Tukwila International Boulevard Dear Joel: City of Tukwila Building Department: Ken Nelsen, at (206) 431 -3677, if you have questions regarding the attached memo. Planning Department: Brandon Miles, at (206) 431 -3684, if you have questions regarding the attached memo. Public Works Department: Joanna Spencer, at (206) 431 -2440, if you have questions regarding the attached memo. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, 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 Building, Planning and Public Works Departments. At this time, the Fire Department has no comments. 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 messemeer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, &Treefee--- - Stefania`Spencer Permit Technician encl xc: File No. D04 -386 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 1 , Building Division Review Memo Date: Project Name: Application #: Plan Review: Feb. 14, 2005 Arco AM /PM permit application D04 -386 Ken Nelsen, Senior Plans Examiner Tukwila Building Division Ken Nelsen, Sr. Plan Examiner Because the scope of work is primarily structural in nature, general architectural code requirements of the I.B.C. will not be reviewed. However, this Department recommends the applicant focus their efforts to address the structural correction letter from our consultants Reid Middleton, dated February 10, 2005. Architectural review will not be approved prior to the final resolution of all structural concerns. No further comments at this time. DATE: CONTACT: RE: ADDRESS: Cizy of Tukwila. Department of Community Development February 1, 2005 Joel Howitt D04 -386 15250 TIB PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revisions, Brandon Miles is the planner assigned to the file and can be reached at (206) 431 -3684. 1. Planning will not approve the building permit application until Administrative Design Review has been completed. Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206- 431 -3665 DATE: PROJECT: PERMIT NO: PLAN REVIEWER: 1) On plan sheet DS1 -2, please spell out the environmental consultant. List name, address, and phone number of the consulting firm, including the name of the contact person. If there is a geotech report associated with this project, please cross - reference the report on your plan as well. 2) Verify direction of the North arrow on sheets ES1 -1 and DS1 -1 and revise accordingly. 3) New vents are not allowed to be installed inside the City right of way; they should be inside the private property. Please revise sheets C1 -1, L1 -1 and ES1 -1. 4) Submit a catalog sheet for the proposed oil /water separator and supporting calculations for sizing of the oil /water separator. Since the flow from the oil /water separator will be tied to the existing sanitary sewer system, please have your plans reviewed by King County Water and Land Resources Industrial Waste Program and Industrial Waste Discharge for approval. Please contact Mr. Arnauld Girard at (206) 263 -3012 and submit a copy of the approval to Public Works. Applicant shall also contact Val Vue Sewer District at (206) 242 -3236 and obtain a sewer permit since the subject property is within Val Vue Sewer District jurisdiction. 5) Please obtain a driveway closure permit from City of SeaTac Public Works Department. Contact Mr. Dixie Hallenberger at (206) 973 -4734 and submit a copy of the SeaTac permit to Public Works. It also appears that the subject driveway may be within WSDOT limited access. Please verify and, if this is the case, please submit a copy of WSDOT permit approval to Public Works. 6) Maximum size of civil and landscaping plans shall not exceed 2T' x 34" . Please reduce the size of your plans. 7) Please make changes per attached sheets C1 -1 and L1 -1 8) The submitted Traffic Impact Analysis is in the process of being reviewed by Cyndy Knighton, Public Works Senior Transportation Engineer at (206) 431 -2450 and traffic comments are pending. This project proposal includes closure of the southerly access on International Blvd. This closure will force trips to the other driveways, which includes one on Southcenter Blvd. The turning movements at that driveway may be impacted by the future street improvements on Southcenter Blvd. that calls for six (6) lanes at that driveway location; two (2) lanes eastbound and four (4) lanes westbound. The concern is whether eastbound turns to /from that driveway will be allowed after the street improvements. Public Works suggests making the owner aware of the possible impacts and requests that Engineering review for safety considerations. Plans for proposed Southcenter Blvd. corridor sheets 25 and 26 are attached. 1 . (P:Laurie Admin/Joanna /Comments D04 -386) PUBLIC WORKS DEPARTMENT COMMENTS February 22, 2005 ARCO AM /PM Minimart D04 -386 Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. z z • . '~ w 00 (/)o LU w 2 § Q = a z = F- I— 0 z f- • 0 O N O H wW 0 r- L O t ..z E- • _ O F . z uc:�:•i.,,+.,4 »; n�i:.::w•.ta.., n..�.� r«n:�.:�:w:ta.�wv': �v.±.ni.._.... n... ,.u,.a �.:�.+L.:dti ,. s.a- ... -.lU i� .� N:a r441:7tsruk.4.44 +ibSu:415i'iw:ioS id'wite7;+ Reid iddleton February 10, 2005 File No. 262005.005/00501 Mr. Bob Benedicto, Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Arco AM/PM (D04 -386) Dear Mr. Benedicto: General We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant should address the comments below. Note that the "WSxx" code references are to Washington State Amendments of the applicable code. 1. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the engineer respond and resubmit two sets of the revised drawings and one copy of the supplemental structural calculations. All information should be submitted directly to Reid Middleton, Inc. Geotechnical 1. Special inspection by the Geotechnical Engineer of Record should be provided for at least the aspects of construction noted below, as recommended in the geotechnical report by Earth Consultants, Inc., dated March 24, 1988. See IBC Sections 1704.7 and 1802. Architectural a. Site excavation and grading. b. Verification of soil - bearing capacity. c. Placement of structural fill and soil compaction. 1. No comments. Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 '1 Mr. Bob Benedicto, Building Official City of Tukwila February 10, 2005 File No. 262005.005/00501 Page 2 Structural 1. Structural special inspection by qualified special inspectors should be provided, per IBC Sections 1704 and 1707. The following is a summary of the structural special inspections: a. Concrete construction: Continuous, see also Section 1704.4. b. Reinforcement at concrete construction: Periodic, see also Section 1704.4. c. Pier foundations, see also Section 1704.9. d. Anchor bolts /rods at pier foundations: Continuous, see also Section 1704.4. e. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. f. Structural welding of structural steel for single -pass fillet welds < 5/16 -inch and floor /roof deck welds: Periodic, see also Section 1704.3. g. Structural welding of structural steel, other than single -pass fillet welds < 5/16 -inch and floor /roof deck welds: Continuous, see also Section 1704.3. 2. Note #4, Sheet F1, specifies an allowable vertical soil bearing capacity of 3,000 psf. The geotechnical report, however, specifies an allowable capacity of 2,000 psf (see page 3). Note #4 should be revised. The foundation plan may need to be revised due to the lower bearing capacity. 3. A geotechnical report by Earth Consultants, Inc., dated March 24, 1988, was provided to our office for review. Note #7 on Sheet F1, however, references a geotechnical report by Kleinfelder, dated August 6, 2002. Please verify which report applies to this project. If the Kleinfelder report is applicable, it should be provided to us for review. 4. Snow design data, including ground snow load, flat -roof snow load, snow exposure factor, snow load importance factor, and thermal factor, should be specified on the drawings for review. See IBC Sections 1603.1 and 1603.1.3. 5. Wind design data, including basic wind speed, wind importance factor, and wind exposure, should be specified on the drawings for review. See IBC Sections 1603.1 and 1603.1.4. 6. Earthquake design data, including seismic importance factor, seismic use group, mapped maximum and design spectral response accelerations, seismic design category, response modification factor, seismic response coefficient and seismic base shear, should be specified on the drawings for review. See IBC Sections 1603.1 and 1603.1.5. Reid iddleton --\ Mr. Bob Benedicto, Building Official City of Tukwila February 10, 2005 File No. 262005.005/00501 Page 3 7. Note #2, Sheet F1 should be revised by increasing the specified compressive strength from 2,500 psi to 3,000 psi. See IBC Section 1808.2.23.2. 8. The foundation design should be revised to provide an interconnection between the concrete piers by ties capable of supporting at least 10 percent of the steel column design load times SDS. See IBC Sections 1808.2.23.1 and 1808.2.23.2. 9. Additional transverse reinforcement should be specified for the concrete piers at the footing detail on Sheet F1. The maximum spacing is required to be 12 times the longitudinal bar diameter (7.5 inches) throughout the length of the pier. A closer spacing of approximately 3.75 inches and crossties are required at the top of the pier for a distance of at least three times the pier diameter (least dimension). See IBC Sections 1812.4 and 1810.1.2.2, and Sections 21.4.4.1 and 21.4.4.2 of ACI 318 -02. 10. The grade of the concrete reinforcement should be specified on Sheet F1 for review. See IBC Section 1901.4. 11. A note should be added to Sheet F1 specifying that the structural welding at the steel columns shall be made with filler metal producing welds with a minimum Charpy V -notch toughness of 20 ft -lbf at minus 20 degrees -F. See IBC Section 2205.2.2 and Section 7.3a of the AISC seismic provisions (AISC 341 -02). 12. The number of longitudinal bars in the concrete piers is reported as 16 on page 2 of the calculations. The number is specified as 12 on Sheet Fi. Please comment. 13. A TS 10x10x1/4 column is specified on Sheet El. A TS 12x12x14 column, however, is specified at the elevations on Sheet E2 and Section 1/E3. A TS 12x12x14 column is also assumed on page 16 of the calculations. Sheet El should be revised. 14. An allowable stress increase of 33 percent (or 25 percent load reduction) when using load combinations that include wind or seismic loads is assumed in the calculations (i.e., pages 11 and 17). This is not permitted unless a material section of the IBC or referenced standard of the IBC specifies it, which is not the case for steel design. The calculations should be revised by excluding the 33 percent increase. The drawings may also need to be revised. Note that the 1989 ASD AISC Specification, including Supplement No. 1, dated December 7, 2001, is referenced in the IBC. The supplement deletes from the specification Reid iddleton Mr. Bob Benedicto, Building Official City of Tukwila February 10, 2005 File No. 262005.005/00501 Page 4 the references to stress increases involving wind and seismic forces. See IBC Sections 1605.3.2 and 2205.1. 15. The section properties from the 1989 ASD AISC Specification for HSS (TS) shapes were apparently assumed in the calculations. These are no longer valid having been replaced by smaller values. The calculations should be revised with the current properties. They can be found in the 1999 LRFD AISC specification (third edition) and other references. Note that this may necessitate a change in the steel columns when this and the deletion of the 33 percent stress increase are both taken into account. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid idi eton, Inc. / 00 Philip azil, P. ' ., S.E. Senior Engineer cc: Joel Howitt, Barghausen Engineers vlf \26 \planrevw \tukwila \05 \t005r 1.doc \prb Reid iddleton February 1, 2005 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 Dear Mr. Swanson: Brenda Holt, Permit Coordinator encl xc: Permit File No. D04 -386 Ciiy of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Structural Review Arco AM/PM - D04 -386 15250 Tukwila International Bl, Tukwila Please review the enclosed plans and documents for structural compliance with the 2003 International Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 f December 9, 2004 Mr. Joel Howitt c/o Barghausen Engineers 18215 72n Avenue South Kent, WA 98032 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 2 Development Permit Application D04 -386 Arco AM/PM — 15250 Tukwila International Boulevard Dear Joel: Planning Department: Brandon Miles, at 206 431 -3684, if you have questions regarding the attached memo. Steven M. Mullet, Mayor This letter is to inform you that your application received at the City of Tukwila Permit Center on October 20, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Please address the above 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. 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) 433 -7165. Sincerely, Stefan' Spencer Permit Technician Enclosures File: Permit File No. D04 -386 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 DATE: CONTACT: RE: ADDRESS: City of Tukwila Department of Community Development December 2, 2004 Joel Howitt D04 -386 15250 TIB PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revisions, Brandon Miles is the planner assigned to the file and can be reached at (206) 431 -3684. 1. Administrative Design Review is required since the site lies within the TIB corridor and since the work exceeds ten percent of the buildings assessed value. An application for Administrative Design Review is attached. Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 12/02/2004 11:13 FAX 425 251 8782 BARGHAUSEN FACSIMILE: (2171, ) 431 - W TO: OPA I D M(L ' FROM:. 4Ow CC RE: - L — C o FroI - JOB NO: Z3/09 MESSAGE: 4 �.r ! . cc: • ,TtkibT ( _ t"1w 4 t - CML ENGINEERING. LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES DATE: (2 • p�-�,' TOTAL PAGES (including cover sheet): S 6Pf•tr cx t Kit e�G Srtar�l y_ Fax No: Fax No: Fax No: Please call (425) 251 -6222 if you do not receive the indicated number of pages. 18216 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251.8782 FAX ARA00 2001 'As oa1W.41G.o', +U4 Git:.ys . . iq{, su::: a1.R 4.+ 40 :4k , " .r:4`ikc�lawr6urc3rneiis ?:•- !'•Y�°"' St {X:' 7V Aili'PNr�?f.2.. r Fn+rr.ct.�i.S:ritab"t� uv +iXHa+, 12/02/2004 11:13 FAX 425 251 8782 BARGHAUSEN 121002 NEW PUMP ISLAND CANOPY AND SECONDARY CONTAINMENT COSTS Convert Stage I VR System to New EVR Certified Dual Point - Purpose: Installation of two connections, one for product and one for vapor. • Remove and discard existing fill manhole cover and existing dual fill/vapor recovery riser. Install new POMECO dual point manhole cover with ATG access port. • Install new risers for dual point, EVR certified OPW fill and vapor recovery equipment. z i1 JU 00 ❑ cn • w $ 12,000 U) u_ w 0 J u_¢ • Remove existing Ronan X76 monitoring system, including existing probes. co a • Install new TLS Veeder Root system supplied by Global Alliance, West Coast H w Business Unit ' z • Install new sensor wiring and monitoring probes: z O Z F— w O N off w uj • U $7,000 u 0 w z, O z Installing Veeder Root TLS 350 Monitoring System and/ or Install ATG Probe. Purpose: Main Monitoring system, requires alteration of one low voltage circuit. Install ATG probes ■ Install sensors in the fill sumps • Install sensors in the turbine sumps • Install sensors in tank annular space install ATG Probes - Purpose: Measures water and product level. • Install riser for Veeder Root automatic tank gauge. $5,000 Install Fill Sump- Purpose: Install new fill sumps on tanks requires some excavation at the top of the tank. • Excavate to the top of the tank and install watertight fill sump. Install penetration fittings to maintain water tightness. $5,000 Replace Tank Slab - Purpose: To access underground equipment during construction and install new grade level equipment above tanks. $8,000 5515 costs.doc 12/02/2004 11:13 FAX 425 251 8782 BARGHAUSEN NEW PUMP ISLAND CANOPY AND SECONDARY CONTAINMENT COSTS Replace eastina turb�ie manhole covers with Fiberlite manhole covers - Purpose: to provide a higher quality water seal and will also improve the safety of employees when conducting general maintenance. $4,000 Install Under Dispenser Containment Purpose: The installation of the under dispenser containment boxes will catch any possible leak or material resulting from a filter change. Currently under the dispensers it is open to the backfill. The UDC is connected to the overall monitoring system so that it alarms if there is liquid in the containment boxes. $10,000 Line replacement Purpose: If there is a leak in the lines it will be monitored and contained. Currently if there is a leak in the lines the spill will go directly into the ground. New Canopy Replacement Cost to install new 64' x 58' canopy for new fueling island location. Storm 1 Waste Water Containment System General Constructiop Costs $65,000 $55,000 Per Washington DOE Best Management Practices install collection system for under canopy fuel island storm and waste water including catch basins, oil/water separator, and piping as required. X625,000 General site improvements associated with the project and costs to perform all associated services related to the construction and installation of the new equipment. $44,000 Total Site Improvement Costs General site improvements associated with the project and costs to perform all associated services related to the construction and installation of the new equipment. $240,000 5515 costs.doc Iji 003 Stefania Spencer, Permit Technician City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Development Permit Application No. D04 -386 Response to Incomplete Application Comments BP /ARCO Gasoline Facility 15250 Tukwila - International Boulevard ARCO Fac No. 5515 / Our Job 2369.1 Dear Stefania: CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES November 30, 2004 HAND DELIVERY In response to your October 21, 2004, letter of Incomplete Application Number 1, for the above project, enclosed for your use, review, and distribution are the following: • ruts of revised Structural Calculations using the 2003 International Building Code ■ F{4) copies of the Geotechnical Study prepared by Earth Consultants, Inc., dated March 24, 1988 • Four (4) copies of the Preliminary Landscape Plan and Details It is our understanding that the enclosed information will satisfy the City's request for Additional Information and constitute a complete Building Permit application package. If you require any additional information or have any questions regarding the enclosed information, please contact me at your convenience. Sincerely, oel A. Howitt Project Planner /4PPe RECEIVED CITY OF TUKWIIA JAH/pj 2369c.019.doc DEC 1 2004 enc: As Noted cc: Art Cervantes, BP West Coast Products, LLC PERMIT CENTER Jay S. Grubb, Barghausen Consulting Engineers, Inc. Bruce K. Creager, Barghausen Consulting Engineers, Inc. Daniel B. Goalwin, Barghausen Consulting Engineers, Inc. J. David Carroll, Barghausen Consulting Engineers, Inc. IN Q M F� L E TE LTR# 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES • OLYMPIA, WA • TEMECULA, CA • WALNUT CREEK, CA 0 www.barghausen.com ti Dear Ms Spencer: Ms. Stefania Spencer Permit Center City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Traffic Impact Assessment ARCO Gasoline Facility Expansion 15250 Pacific Highway South, Tukwila, WA Building Permit Application No. D04 -386 BP ARCO FAC No. 5515 / Our Job No. 2369.1 JAH/pj 2369c.016.doc enc: As Noted cc: Mr. Art Cervantes, BP West Coast Products, LLC (w /enc) Mr. Jay S. Grubb, Barghausen Consulting Engineers, Inc. Mr. Bruce K. Creager, Barghausen Consulting Engineers, Inc. Mr. J. David Carroll, Barghausen Consulting Engineers, Inc. i CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES November 4, 2004 COURIER DELIVERY Enclosed for your use and distribution are three (3) copies of the Traffic Impact Assessment (TIA) prepared by Transportation Engineering NorthWest, LLC, dated November 2, 2004, to accompany the above Building Permit application previously submitted to your attention on October 20, 2004. It is my understanding that the enclosed TIA 's will be incorporated into the existing Building Permit application currently on file. Should you have any questions or require any additional information, please contact me at your convenience. Sincerely, / 4. el A. Howitt roject Planner 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES • OLYMPIA, WA • TEMECULA, CA • WALNUT CREEK, CA www.barghausen.com RECEIVED CITY OF TUKWILA Nov 0 4 2004 PERMIT CENTER ADDN'L INFORMATION PROVIDED BY APPLICANT 8o• tt. avw',.�.;s.z� �..:,tx. sxi;l;si...r,c..'i : fw• October 21, 2004 Mr. Joel Howitt c/o Barghausen Engineers 18215 72 " Avenue South Kent, Washington 98032 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D04 -386 Arco AM/PM — 15250 Tukwila International Boulevard Dear Joel: This letter is to inform you that your application received at the City of Tukwila Permit Center on October 20, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: Planning Department: Carol Lumb, at 206 431 -3661, if you have questions concerning the attached memo. Please address the above 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. 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) 433 -7165. Sincerely, Ste fanii#'Spencer Permit Technician Enclosures 1. A soils investigation report is required for the new foundations. 2. Structural calculations must be re -done using the 2003 International Building Code. File: Permit File No. D04 -386 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431.3670 • Fax: 206 431 - 3665 ».;. , � w:, x; r s ri V � 1 »•7 l+a r, q t k+:; Cii of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: October 21, 2004 CONTACT: Joel Howitt, Barghausen Engineers RE: D04 -386, ARCO AM /PM ADDRESS: 15250 Tukwila International Blvd. Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. 1. Please provide a landscaping plan for the new landscape area fronting on Tukwila International Blvd. The landscaping plan must include the number and type of plantings, and their spacing. Please refer to TMC 18.52, Landscape, Recreation, Recycling /Solid Waste Space Requirements chapter of the City's municipal code. The City's municipal code can be found o the City's web site: www.ci.Tukwila.wa.us. cc: Brandon Miles, Associate Planner q : \mydoes \general \2004- Memus \. D04 -386. duc Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 � w re 6 JU U N � J H W � 2 L Q u' a— _ E— Zo w �o U O N 0 H W 1-- Si ui z Ms. Stefania Spencer Permit Center City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Building Permit Application Expansion of Existing ARCO Gasoline Facility 15252 Pacific Highway South, Tukwila, Washington BP /ARCO Facility No. 5515 / Our Job No. 2369.1 Dear Ms. Spencer: October 20, 2004 HAND DELIVERY CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES At the request of our client, BP /Global Alliance, Barghausen Consulting Engineers, Inc., is submitting documents for review and approval for a Commercial Building permit. The proposal is to construct a new 64- by 58 -foot canopy (Type 2N construction, Type S -III occupancy), over six (6) new multi - product dispensers, new underground piping, and new fuel island slab. Improvement work has been estimated at $235,000. Enclosed are the following items for your review: 1. Four (4) sets of plans 2. One (1) completed permit application 3. Two (2) sets of structural calculations 4. One (1) check for $1,409.77 for plan review fee Please note that a traffic study is being prepared for this project by Transportation Engineering Northwest and will be submitted to your attention for distribution by October 26, 2004. In the meantime, it is our understanding that your office will route these plans to all of the departments (fire, planning, and structural). Should you need further assistance or additional information, please contact me at this office. Thank you. Sincerely, oel A. Howitt Project Planner JAH/pj [2369.1c.014.doc] enc: As Noted cc: Mr. Artemio Cervantes, BP /Global Alliance (w /enc) Mr. Jay S. Grubb, Barghausen Consulting Engineers, Inc. Mr. Daniel B. Goalwin, Barghausen Consulting Engineers, Inc. Mr. J. David Carroll, Barghausen Consulting Engineers, Inc. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES • OLYMPIA, WA • TEMECULA, CA ♦ WALNUT CREEK, CA www.barghausen.com RECEIVED CITY OF TUKWILA OCT 2 0 2004 PERMIT CENTER X04 - 3h ) 40) z Z -JU 0 0 N 0 CO J F. N L w 0 gQ D. a. z • F--0 Z I- • w .0 D O H. w • w w U = O~ z i " ".•: "ps isau,'is4'•;,r a i3inkS.-: i�Lsiu�ae. Y:liI+LW'!i+iS,'li.��daF:ti"'ct• ACTIVITY NUMBER: D04 -386 DATE: 05 -24 -05 PROJECT NAME: ARCO AM /PM SITE ADDRESS: 15250 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 afternaafefe permit is issued DEPARTMENTS: ar S-Z5-o Building Division ❑ Fire Prevention ❑ Planning Division [7J Public Works ❑ Structural ❑ Permit Coordinator DETERMIN N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -26 -05 Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROTTING: Please Route LYJ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS R CORRECTIONS: PERMIT COORD COPY - '. PLAN REVIEW /ROUTING SLIP Not Applicable ❑ DUE DATE: 06 -23 -05 Approved Approved with Conditions El Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.28.02 PERMIT COORD COPY ACTIVITY NUMBER: D04 -386 DATE: 04 -14 -05 PROJECT NAME: ARCO AM /PM SITE ADDRESS: 15250 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision #_after /before permit is issued DEPARTMENTS: Fire Prevention Public Wo A Awe ,I Structural Building Division DETERMINAT ON OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete ❑ U( 444 -'9( ❑ Planning Division ❑ ❑ Permit Coordinator Ar DUE DATE: 04 -19 -05 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 R TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 -17 -05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER`S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY ACTIVITY NUMBER: D04 -386 DATE: 03 -10 -05 PROJECT NAME: ARCO AM /PM SITE ADDRESS: 15250 TUKWILA INTERNATIONAL BLVD Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # /before permit is issued RTME 4 0( Buil.I • ''vision [� DEP Public Workl PERMIT COORD CC 't PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -15 -05 Complete Mr Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO9TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only ,�' CORRECTION LETTER MAILED: "7 l 3 ` 6r5 Departments issued corrections: Bldg ❑ Fire ❑ Ping J PW Staff Initials: Documents /routing sllp,doc 2 -28.02 PERMIT COORD COPY +pL A-W - 3.31.os ❑ Planning Division ❑ Permit Coordinator Not Applicable ❑ DUE DATE: 04 -12 -05 DATE: 1 C QQ 2 JU 0 co 0 W I I— (J) LL, w � Q P_ 3 = Z �. � Z I- w w U c) ON 0 W 1: -- • Z W U-- 0 Z ,� ..ir.'�,'s :, nv::•: � .� �:+':Fsi:.Y.i+li�tii ai''�tiS'*ti4e;nNgaaGu DEPARTME V' i • i � g division Public Work Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip,doc 2.28.02 PERMIT COORD CO ?'( PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 - 386 DATE: 1 -27 -05 PROJECT NAME: ARCO AM /PM SITE ADDRESS: 15250 TUKWILA INTERNATIONAL BL Original Plan Submittal X Response to Incomplete Letter # 2 Response to Correction Letter # Revision # After Permit Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Fire Prevention t . 4 Structu Incomplete n n Planning Division Permit Coordinator DUE DATE: 2-1-05 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUT G: Please Route Structural Review Required No further Review Required H REVIEWER'S INITIALS: DATE: DUE DATE: 3-1-05 Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: v27.2r'OS Departments issued corrections: Bldg ( Fire ❑ Ping PW Staff Initials: 4S DEPARTMENTS: Building Division Public Works Complete ❑ APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents /routing slip,doc 2-28-02 Incomplete PRMI "�° COORD COPY PERMIT COORD COP`, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -386 DATE: 12 -01 -04 PROJECT NAME: ARCO AM /PM SITE ADDRESS: 15250 TUKWILA INTERNATIONAL BLVD Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision #_afterTbefore permit is issued ��JJ Fire Prevention ❑ Platiriinn Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Th rs.) DUE DATE: 12 -02 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: l LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ PIngr PW Staff Initials: SLS TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 12 -30 -04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z ~w C4 2 J U 0 0 0 N J H w � = a �w Z = F — 0 Z F U 0H ww u' W Z O ~ z „�F,¢i; JS:.� L�_.t�:v::;33i4'+Al::: did{ r, vcn,>, ua�. nrci: ��iiidF„. +3,r». {'�SA:;�wdi:a''u�+J::rc it /ifi,1S7,j�iM:.":r,.r, .a- '��.n;y„4YY.,esrtrw•u, :iN++�+1...Y -+. +»S. ,�a,six`e:1«Siz; ��'s`�+b�y' PERMIT COORD COP DEPARTMENTS: ii 4ei iaal Bu 1 ing Division Public Works Q PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PROJECT NAME: X Original Plan Submittal Response to Correction Letter # D04 -386 ARCO AM /PM DATE: 10 -20 -04 SITE ADDRESS: 15250 TUKWILA INTERNATIONAL BLVD Response to Incomplete Letter # Revision # afteribefore permit is issued Fire Prevention �✓ event on ,' j Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs. Complete ❑ Incomplete -tYi,l 4Q io Planning Division Permit Coordinator at e DUE DATE: 10 -21 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: !D••W € 1 Departments determined incomplete: Bldg I Fire ❑ LETTER OF COMPLETENESS MAILED: Ping PW ❑ Staff Initials: SeS TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28.02 DUE DATE: 11 -18 -04 ❑ Not Approved (attach comments) ❑ Notation: PERMIT COORD COPY DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z 1z re w QQ JU 0 co co w J F- � LL w LL CO = W F - z � ZO 0 0 ✓ N O- O H w u LL'O tli O ~ z Revision No.. 1 Date Received 1 1 Staff Initials Staff I Initials Date Issued Staff Initials 1i 29 - oS Received By: .34S (.5 Summary of Revision: Summary of Revision: Ati/se cx dos _ l/ - �'i.s&„:) — e � J • Received By: " Revision No. Date I Received Staff I Initials Date I Issued Staff I Initials Revision No. I Date I Received Start Initials I Staff 1 1 Initials 1 Date Issued Summary of Revision: • ''Staff Initials 1i 29 - oS Received By: .34S (.5 . I eS . Summary of Revision: Ati/se cx dos _ l/ - �'i.s&„:) — e � J Received By: c vic SCD-f Revision No. ' Date Received Start Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received Received By: Revision No. Date Received Staff Initials Date Staff Issued j Initials Summary of Revision: Received By: PROJECT NAME: /kit) , m j Site Address: /5.2S0 ret,4, .✓ik ,7;11-40 Summary of Revision: REVISION LOG PERMIT NO- I y -3aP� Origin` issue Date: Received By: (please print) (please print) (please print) (please print) (please print) " ,:tfr :YPPIFR. RSA' rt�r. `V.rfbu +'!^evee.,4.tmbL'.��'wa: : �'�''? ^F• +, ;",. -..� 1 . z • w 00 0 w = H U) u_ w 0 u_ = d z = )- 0 z I— w • w U � O ( O I— w • W L I O .. z W = O ~ z I`, El MAY 18 '05 09:16AM TUKWILA DCD /PW Date: 5/o o s - 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; tt /wm .ci,tuiwlla.wa.uv Plan Cheek/Permit Number: 40 -3g6 Response to Incomplete Letter # Response to Correction Letter # Revision # / _- after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: • CQ ' Project Address: /5231 Contact Person: Af ae- QZr 96T Phone Number: 4 2.E ' Z- / wernetizt, /k4 Summary of Revision; Pert: exai o "d aWW ins /al .rc / 0 IaVi' cAia o I,' _ /0lcr7lbh e s AEC TUKWILA l 05. P.2 /2 236% / Steven M. Mullet, Mayor Steve Lancaster, Director H;,: p ,• Ap -111 iµ .. 1"��^ J 2' n �� tr '!r j Y , n " h MI' Z . ' i .w. •... IV , ry ) 0.1 1 . ttre1..1! 11�i� V i 1.; y�lllln� 1 � `pN4 FM 1) IW 1 . u V, 7 • M 1 � .rl r 17.1.1'4 1 + 'il E {]K� y y � t 1� �jM �" "did , .� N !. /'.l �� 11.1M11� 'li .1 � . , YI. 'n. 1• .� n.h.:ll/l . : I.1 1 1 1•�w r.) 1. I. ' 1 n. 1 YM h) �M7Yr � 1 Ir 1• Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. • PERMIT CENTPr•P Sheet Number(s): "Cloud" or highlight all are s of revision including date of revision Received at the City of Tukwila Permit Center by: (et Entered in Permits Plus on 67-0 \apphcatlonslforms- applications on Iine\revlsIon submittal Cleated: 8- 13.2004 Revised: ' 9{" fec+✓i PRK vl', c?RM' R.'. M17.! }'R'.:�tR7.IP,y!J,!,N,1M1y.... , APR 13 '05 10 :42AM TUKWILA DCDIPW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206431 -3665 Web site: 1 , ,,nt / /www.ei.tukwila.wa.ug Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc, Date: Plan Check/Permit Number: D04-386 ❑ Response to Incomplete Letter # • Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ARCO AM /PM Project Address: 15250 TUKWILA INTERNATIONAL BL Contact Person: Joel Howitt Phone Number: 1'Z6 6ZZZ Summary of Revision: ''S / .� '�'Q ,Flii�l L 'L4U /�.�(1 110uL WO MS tolutidliatTS , zr_Aff AW L f. !AL:Mg pfeiareb ce • rmr4. dkt t isw 4 les toe. r* (1, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: c� Entered in Permits Plus on pphcationslxomnsappl cat ions on linelrevision su mitts] Created: 8.13.2004 Revised: RECEIVED PERMIT CENTER P.6 /6 Steven M. Mullet, Mayor Steve Lancaster, Director z 1 1- �'"w tY 2 00 N O t/) N LL W LL. - d 1— W ' Z • ZO ul U � Q N ON w W t- L o Cu z to O ~ z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: \ Plan Check/Permit Number: ‘C:: ❑ Response to Incomplete Letter # 2r Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: /4 ?- ( oL 6LE *PA t. L - l. Project Address: ((LA tom`t_.. • taArp. Contact Person: kJ-t2 L (t J t`i - Phone Number: ' 7 (• &Z2Z Summary of Revision: vu. ice! ice► i L .I . , i .i :+�� _d c - yr '4 ?V Cam n Cam, Received at the City of Tukwila Permit Center by: k Entered in Permits Plus on 10-0 S' \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director CITY RECEIVED Tl JUKWILA MAR 10 2005 ER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision City of Tukwila Department of Coi,tinunity 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 1 /a7/ b ® Response to Incomplete Letter # 2 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Arco AM /PM Project Address: 15250 Tukwila International Boulevard Contact Person: Joel Howitt Summary of Revision: �a ' ��IS1t')k "Ir2 Ft.A14. tA ill► A . . _ • i.��t. !��.� !,:� Ll Wt dfCV -- G MI41 tit f-- Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J Entered in Permits Plus on 6 (fa pp 'cations forms- appheations on line evision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D04-386 Steven M. Mullet, Mayor Steve Lancaster, Director Phone Number: 'f 2 2 ( • RECEIVED CITY OF TUKWILA INCOMPLETE 1 re 2 J O 0 N0 J = H • u. w O g< = • d w zI 1-- O z H- U.1 uj U � O N OF w w UL z w v= O f. z irorna,14,4414$44.:04+' V1S .• "u3 �p . u. iw` raUidi4ev2 +4yp :4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RtrT -$ 'i ti ) is Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12i • ' • at ® Response to Incomplete Letter # _ ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Arco AM /PM Project Address: 15250 Tukwila International Boulevard Contact Person: Joel Howitt Phone Number: (Z1-2. �l (� • t0 �j Summary of Revision: 13 ' Plan Check/Permit Number: D04 -3 86 . /l. '_I. ti k copes or dr _ _1 • Received at the City of Tukwila Permit Center by: Entered in Permits Plus on /Z.1 / d' o � \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director RP f.rrt OF TI IKWII A PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision License Information License JOEHAC *259RT Licensee Name JOE HALL CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600177955 Verify Workers Comp Premium Status Ind. Ins. Account 21669000 Business Type CORPORATION Address 1 1317 54TH AVE E Address 2 City FIFE County PIERCE State WA Zip 984241226 Phone 2539226815 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/30/1975 Expiration Date 3/1 /2006 Suspend Date Separation Date Parent Company Previous License Next License Associated License Look Up a Contractor, Electrin or Plumber License Detail Washington State Dement of Labor and Ind Search Look Up a Contractor, Electrician or Plumber Business Owner Information Topic Index 1 Contact Info Page 1 of 3 Home ! Safety Claims & Insurance Workplace Rights Trades & Licensing } Find a Law or Rule i Get a Form or Publication General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope o f its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /Detail.aspx ?License= JOEHAC *259RT 05/05/2005 - '...T.J GENERAL PROJECT NOTES A. ALL WORK SHALL CONFORM WITH THE LATEST EDITION OF BP ARCO CODE OF SAFE PRACTICES. ALL PERSONS WORKING ON SITE MUST COMPLETE THE SAFE TN TRAINING AND POSESS A VALID BP PASSPORT CARD. B. THE TERM "PROVIDE" SHALL MEAN "FURNISH AND INSTALL" UNLESS NOTED OTHERWISE. CONSTRUCTION REQUIREMENTS: 1. TEMPORARILY BRACE STRUCTURAL COMPONENTS AS REQUIRED TO MAINTAIN STABILITY UNTIL COMPLET AND FUNCTIONING AS A DESIGNED UNIT. 2. FUMES AND DUST SHALL BE CONTROLLED SO AS TO PREVENT ANY' HARMFUL OR UNDESIRABLE EFFECTS IN THE SURROUNDING AREA. 3. THE CONTRACTOR(S) SHALL ON A REGULAR BASIS, THROUGHOUT THE CONSTRUCTION AND UPON COMPLETION OF THE PROJECT REMOVE ALL RUBBISH, SURPLUS MATERIAL, TOOLS, AND SCAFFOLDING IN ORDER TO MAINTAIN AN ORDERLY WORKING ENVIRONMENT. C. SAFETY: THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE. THE SAFETY OF ALL PERSONS AND PROPERTY IS INCLUDED DURING THE PERFORMANCE OF THE WORK AND SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. D. THE CONTRACTOR(S) SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND PROTECT THEM AS REQUIRED. THE CONTRACTOR(S) SHALL REPAIR ANY UTILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. PAINT SPECIFICATIONS b PAINT NEW BUMPER POSTS, PIC BUMPER POSTS, AND ALL BUMPER POSTS ON SITE WITH C.01 BP YELLOW BY ICI DEVOE BASE #DC 389 F 8030. PAINT NEW ISLAND FORMS WITH C.12 BP WARM GRAY BY ICI DEVOE #DC 378 B 9501. PAINT EXISTING CANOPY COLUMNS BLACK TO MATCH EXISTING. FOR LOCAL ICI DEVOE RETAIL LOCATIONS CONTACT BP FIELD ENGINEER. 3. CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1: 2 1/2: 3 1/2 ", WITH A MAXIMUM OF 7 1/2 GALLONS OF WATER PER SACK. 4. REINFORCING FOR DRIVE SLABS SHALL BE FIBER MESH. SUMP CAGES SHALL BE 13 REAR TOP AND BOTTOM. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER 5. PLACEMENT. PLACE DIRECTLY FROM TRUCK INTO FORMS, DO NOT PUMP CONCRETE UNLESS 6. SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER 3 OF THE UBC IS PROVIDED. SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO THE BP 7. FIELD ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. ••'f74y:K.i•44, /: :.!v'•r+'A..7 ir�3.v.gi5•i. .�. •.r +1 .w... .• q..�y.. �, wy�« "I‘ • 1. UNLESS OTHERWISE NOTED ON THESE DRAWINGS: a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150:.BS /CU FT) b. CEMENT - TYPE II, SULFATE RESISTANT c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) d. ALTHOUGH CONCRETE IS SPECIFIED AS GREATER THAN 2,500 P.S.I., THIS IS A VOLUNTARY UPGRADE FOR DURABILITY. STRUCTURE ONLY HAS TO BE 2,500 P.S.I. PER STRUCTURAL REQUIREMENTS. U.B.C. 1701(a)1. EX. 2. e. SLUMP - 3" + 1" -4" MAXIMUM AT POINT OF PLACEMENT f. SHRINKAGE - 0.05% MAXIMUM 2. CONCRETE SLAB THICKNESS SHALL BE MINIMUM OF 6.0 INCHES (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) 2. THE GENERAL CONTRACTOR IS TO INSTALL ALL EQUIPMENT REQUIRED FOR A COMPLETE INSTALLATION PROJECT, WHETHER OR NOT THE EQUIPMENT IS PROVIDED BY BP, THE CONTRACTOR(S) OR "OTHERS ". 3. THE PRODUCT, STAGE II AND VENT PIPING LAYOUT ILLUSTRATED IS DIAGRAMMATIC IN NATURE AND IS NOT INTENDED TO BE AN EXACT REPRESENTATION OF THE ACTUAL LAYOUT. THE GENERAL CONTRACTOR IS TO RELOCATE, MODIFY AND ADJUST THE PIPING INSTALLATION TO PROVIDE A SYSTEM CONSISTENT WITH THE INTENT OF THE DESIGN. THE GENERAL CONTRACTOR MUST PREPARE AND PROVIDE "AS- BUILT" DRAWINGS UPON COMPLETION OF PIPING INSTALLATION, AND PROVIDE TO BARGHAUSEN CONSULTING ENGINEERS. PER SHEET G.0.2. 4. THESE PLANS ARE SCHEMATIC ONLY. THE GENERAL SCOPE OF THE PROJECT IS DEFINED AND THE BP /GLOBAL ALLIANCE RESERVES THE RIGHT TO ALTER OR EXPAND THE SCOPE OF WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE (ABOVE OR BELOW 5. GRADE) TO THE FACILITY, DURING CONSTRUCTION. t THE GENERAL CONTRACTOR IS TO PROVIDE A DUMPSTER, ADDITIONAL HARD HATS AND 6. BARRICADES DURING ALL CONSTRUCTION PHASES. THE GENERAL CONTRACTOR IS TO CLEAN -UP AND HAUL AWAY ALL CONSTRUCTION DEBRIS ON .7. A CONTINUOUS BASIS. DISPOSAL IN ACCORDANCE WITH BP STANDARDS, FEDERAL, STATE, AND LOCAL CODES. 8. 9. ALL FIXTURES AND EQUIPMENT SUPPLIED AS PART OF THIS PROJECT MUST COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE UNITED STATES OF AMERICA "AMERICANS WITH DISABILITIES ACT OF 1990" AND STATE RELATED CODE. IT IS THE RESPONSIBILITY TO ENSURE COMPLIANCE WITH SAID STATUTES BOTH AS SUPPLIED TO AND AS INSTALLED ON THE PROJECT SITE. IF STORE IS TO REMAIN CLOSED DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE 1 0. FOR BOARDING UP THE WINDOWS, RESTRICTING ENTRY INTO THE STORE TO NECESSARY PERSONNEL ONLY, AND KEEPING THE STORE ACCESS AREA CLEAN. FUELING AND DRIVE SLAB CONCRETE SPECIFICATIONS ARCO (BP WEST COAST PRODUCTS, L.L.C.) FUELING CANOPY, PIPING, AND DISPENSER UPGRADE PROJECT FACILITY 'N0. 5515 15252 PACIFIC HIGHWAY S0. TUKWILA; WASHINGTON 98188 GENERAL NOTES 1. THE GENERAL CONTRACTOR IS TO PROVIDE ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO PERFORM THE WORK AS INDICATED IN THESE PLANS. G.C. TO PROVIDE 4 HOURS ASSISTANCE DURING STORE REOPENING. RESTROOMS IN THE STORE ARE NOT FOR CONTRACTOR USE. .PROPERTY NOTES BOUNDARY INFORMATION INDICATED ON THIS DRAWINGS IS BASED ON INFORMATION PROVIDED BY BP /ARCO AND ORIGINAL CONSTRUCTIO PLANS. THE BOUNDARY FOR THIS PROJECT MUST BE CONFIRMED VIA A BOUNDARY SURVEY PREPARED BY A LICENSED LAND SURVEYOR ACCORDING TO A CURRENT TITLE REPORT. THE BOUNDARY INFORMATION SHOWN ON THIS PLAN IS NOT CERTIFIED AND NO GUARANTY OF IT'S ACCURACY IS EXPRESSED OR IMPLIED BY BARGHAUSEN CONSULTING ENGINEERS. CANOPY SETBACK: 20' FRONT, 10' SIDE & BACK LANDSCAPE BUFFER: 10' FRONT, 5' SIDE & REAR 8. CONSOLIDATE IN PLACE USING A MECHANICAL VIBRATOR. 9. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. 10. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. -318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE) 11. FOR BLACK CONCRETE COLOR ADMIX: L.M. SCOFIELD COMPANY "CHOMIX ", "COLORFUL CONCRETE COLOR" BY ADMIXTURES, INC. IRWINDALE, CA. BOTH STANDARD AND RETARDER TYPES AS REQUIRED FOR THE FIELD PLACING CONDITIONS, OR PRIOR APPROVED EQUAL. NOTE: SURFACE APPLIED BLACK PAINT IS NOT ACCEPTABLE. • NOT APPLICABLE UNLESS PATCHING INTO EXISTING "BLACK" CONCRETE, NOTE THAT "GREY" (NON- COLORED) CONCRETE IS STANDARD 12. CEMENT FOR THE ENTIRE PROJECT SHALL BE SAME TYPE AND BRAND, AND FROM SAME MILL, AGGREGATE 80TH FINE AND COURSE, SHALL BE SUPPLIED FROM ON SOURCE. MIX DESIGN SHALL REMAIN CONSTANT FOR ALL COLORED CONCRETE. SLUMP SHALL NOT EXCEED 4 NICHES. 13. MIXERS TRANSPORTING CONCRETE SHALL BE THOROUGHLY CLEANED PRIOR TO LOADING COLORED CONCRETE. 14. PIGMENTS SHALL BE ADDED TO MIX AT THE PLANT, AND SHALL BE MEASURED ACCURATELY. THE MIXER SHALL BE OPERATING AT CHARGING SPEED FOR 5 TO 10 MINUTES WHILE COLOR IS BEING ADDED. v PROJECT: OWNER: A FUELING FACILITY UPGRADE PROJECT LOCATED AT 15252 PACIFIC HIGHWAY SOUTH, TUKWILA, WASHINGTON 98188 SCOPE: DEMOLITION AND INSTALLATION OF NEW GAS ISLAND CANOPY, INSTALLATION OF NEW FUEL ISLAND DRAINAGE SYSTEM, INSTALLATION OF NEW TANK SUMPS AND TANK TOP EQUIPMENT, FLEXIBLE PRODUCT PIPING, NEW DISPENSERS, DISPENSER SUMPS, ISLANDS, SINGLE -WALL VENT AND VAPOR RECOVERY PIPING, MONITORING SYSTEM, CONCRETE SLABS, AND ASPHALT. BP WEST COAST PRODUCTS, L.L.C. (ARCO) 4 CENTERPOINT DRIVE LA PALMA, CALIFORNIA 90623 TEL: (714) 670 -5300 CONTACT: MITCH NOFTSGER 0 (206) 465 -0096 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 TEL: (425) 251 -6222 CONTACT: DAVID CARROLL (425) 656 -7448 1. TANK /LINE TESTING 2. POS SET -UP CONTRACTOR TO START -UP AND CERTIFY INSTALLATION USING AN AUTHORIZED SERVICE CONTRACTOR FOR THE FOLLOWING ITEMS: 3. DISPENSER WARRANTY START -UP 4. VEEDER ROOT WARRANTY START -UP 5. FE PETRO WARRANTY START -UP 6. POWER BOX SOLUTIONS WARRANTY START -UP CODE INFORMATION PERMIT JURISDICTION: BUILDING CODE: MECHANICAL CODE: PLUMBING CODE: ELECTRICAL CODE: FIRE CODE: ACCESIBILITY: ENERGY CODE: IBC 2003 EDITION SAC 2003 EDITION IPC 2003 EDITION NEC 2002 EDITION IFC 2003 EDITION WASHINGTON WASHINGTON STATE APPLICABLE CODE PIw review approval Is subject to ORS and on s. Appnwal of construction documents does not authaetaa the violation of a adopted axle or of approved - .. • and Doan 6s. PROJECT DIRECTORY MAI DZV . r W1 PROJECT INFORMATION WORK TO BE PERFORMED BY BP AND OTHERS fi SEPARM1I PERMIT REQUIRED FOR: medianical BectrIcal d PkmbUq l e Gas MOM BUILDING DIVISI9N ENGINEER THE ENGINEER WILL BE RESPONSIBLE TO DELIVER THE PERMIT READY DRAWINGS FOR THE FUEL SYSTEM AND SITE ALTERATIONS. THE GC WILL BE RESPONSIBLE TO • OBTAIN MECHANICAL AND ELECTRICAL PERMITS. C --- ct 7%°14 ..., T ; h co \ \ •� CONTRACTOR TO COORDINATE ALL WORK PERFORMED BY OTHERS. ANY EXTRA - COSTS INCURRED BY OTHERS DUE TO IMPROPER INSTALLATION OR WIRING WILL BE BILLED BACK TO THE CONTRACTOR. __ . 1 1!o ch dui M media to the C. t'' .:"i Withal* prier. oval se N om: R evs o a , Plans l an n Maids add Plan mew tam 1. DEMOLITION: T1 -1 C -1 DS1 - DS1 -2 TK1 -1 G.0.2.1 G.0.2.2 G.0.3 G.0.5 • G.0.6 G.0.7 . G.0.8 .1.5.1.1 M.5.1.2 M.5.2.5 M.5.3.3 M.5.9.15 M.5.9.23 M.5.9.24 M.5.9.28 M.5.9.30 M.5.9.36 $1.5.9.54 ES1 -1 'ES1 -2 E2 -2 E2 -3 E2 -4 E2-5 CA1 -1 . CA1 -2 CA2- 1 AS2 -2 E1 E2 E3 F 1 SHEET INDEX TITLE SHEET & PROJECT SPECIFICATIONS SITE IMPROVEMENT PLAN DEMOLITION SITE PLAN PIPING DEMOLITION NOTES & TESC DETAILS UNDERGROUND TANK & PIPING INSTALLATION SITE PLAN TANK AND PIPING SCOPE OF WORK AND GENERAL NOTES (1 OF 2) TANK AND PIPING SCOPE OF WORK AND GENERAL NOTES (2 OF 2 UST SYSTEM CHECKLIST GENERAL NOTES & MISC. DETAILS VENT STACK DETAILS CONCRETE JOINT DETAILS ' TANK FILL & VAPOR RISER STATIC GROUNDING DETAILS TANK & PIPING MATERIALS UST (1 OF 2) TANK & PIPING MATERIALS LIST (2 OF 2) . . TYPICAL 8'0, 12,000 GALLON DOUBLE WALL FIBERGLASS TANK INSTALLATION DETAILS UST INSTALLATION (3) 8'0 12K BLENDING TURBINE SIDE SUMPS AND PIPING INSTALLATION DETAILS FILL SIDE SUMPS INSTALLATION DETAILS (VR- 102 -D) SIPHON PIPING INSTALLATION DETAILS WAYNE AND TOKHEIM DISPENSER ELECTRICAL SCHEMATIC WIRING DIAGRAMS VEEDER ROOT AND FE PETRO INTERFACE FIELD WIRING AND DETAILS (2022 CONFIGURATION) • DISPENSER DETAILS: WAYNE OVATION B12 BLENDER. MASTER -SLAVE 1ST WITH SIPHONED UST'S VEEDER ROOT PROGRAMMING FUELING SYSTEM ELECTRICAL SITE PLAN FUELING SYSTEM PANEL & CONDUIT SCHEDULES FUEL SYSTEM ELECTRICAL SCHEMATIC DIAGRAM LEAK DETECTION & ELECTRICAL DETAILS TANK MONITORING SCHEMATIC ELECTRICAL MATERIALS LIST CANOPY FLOOR PLAN • CANOPY REFLECTED CEILING PLAN CANOPY ELEVATIONS AND DETAILS AND TRASH ENCLOSURE TRASH ENCLOSURE PLAN AND DETAILS CANOPY FRAMING PLAN CANOPY ELEVATION • CANOPY SECTION CANOPY FOUNDATION PLAN DETAIL CITY OF ILA MAR 10 MI5 PERMIT CENTER a. REMOVE EXISTING 44'X32' GAS ISLAND CANOPY & ASSOCIATED EQUIPMENT. b. REMOVE ALL (12) EXISTING PRODUCT DISPENSERS. c. REMOVE ALL (6) EXISTING FUEL ISLANDS d. REMOVE ALL (4) EXISTING FUEL ISLAND BOLLARDS. e. REMOVE EXISTING FUELING SLAB. f. REMOVE EXISTING UNDERGROUND FUEL STORAGE TANK SLAB. 9. REMOVE EXISTING ASPHALT PAVING NECESSARY TO REMOVE UNDERGROUND EQUIPMENT AND INSTALL NEW UNDERGROUND FUEL STORAGE TANK PRODUCT, STAGE 2 PIPING, VENT PIPING AND RISERS AND ELECTRICAL CONDUCTOR /CONDUIT MONITORING SYSTEM. h. REMOVE ALL EXISTING PRODUCT AND STAGE 2 PIPING. i. REMOVE ALL EXISTING UNDERGROUND FUEL STORAGE TANK VENT PIPING AND RISERS. j. REMOVE EXISTING (4) UNDEGROUND FUEL STORAGE TANK RELATED MANHOLES, SUMPS, RISERS, TURBINES, ETC. k. REMOVE EXISTING FUEL SYSTEM ELECTRICAL CONDUCTOR /CONDUIT, PANELS, ETC. AS /IF NECESSARY. I REMOVE EXISTING DAMAGED /DETERIORATING ASPHALT PAVING (NOT RELATED TO FUELING PROJECT) AS CALLED FOR. m. REMOVE EXISTING PARKING LOT STRIPING /SYMBOLS AS CALLED FOR. 2. CONSTRUCTION 0. INSTALL NEW 64' X 56' GAS ISLAND CANOPY. . b. INSTALL NEW RELATED TANK CONTAINMENT SUMPS, MANWAYS, TURBINES, RISERS, BUCKETS, ETC. C. INSTALL NEW (6) UNDER DISPENSER CONTAINMENT SUMPS AND RELATED EQUIPMENT. d. INSTALL NEW DOUBLE WALL FLEXIBLE PRODUCT LINES, INCLUDING UNLEADED SIPHON AND CROSSOVER UNES. ' e. INSTALL NEW SINGLE -WALL STAGE N VAPOR RECOVERY FIBERGLASS PIPING. f. INSTALL NEW UNDEGROUND FUEL STORAGE TANK SINGLE -WALL FIBERGLASS VENT PIPING AND RISERS. 9. INSTALL NEW FUELING MONITORING SYSTEM INCLUDING OVERFILL ALARM, LEVEL PROBES, SUMP SENSORS, AND PLLD'S. h. INSTALL NEW /MODIFY EXISTING FUELING SYSTEM RELATED ELECTRICAL CONDUCTOR /CONDUIT /PANELS, ETC. 1 CONSTRUCT NEW UNDERGROUND FUEL STORAGE TANK SLAB. 1. CONSTRUCT NEW (6) FUEL ISLANDS. k. CONSTRUCT NEW FUELING CANOPY DRIVE SLAB. 1. INSTALL NEW ASPHALT PAVING AS NECESSARY TO REPLACE PAVING REMOVED DUE TO CONSTRUCTION. C O A A E C VA N Im. INSTALL NEW (6) WAYNE V580 PRODUCT DISPENSERS. n. INSTALL NEW PARKING LOT STRIPING /SYMBOLS AS CALLED FOR. LTR Vicinity Map GENERAL CONTRACTOR SCOPE OF WORK AI ALLIANCE MANAGER. AGENT FOR OP: ':.BT ,mo GlobalAlliance NATIONAL 91E ADAPT CONSULTANT: PP �'HAV S m G 4 b' UND PUNNING AND DESIGN SPECIALISTS 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 +---& N0. DATE REVISION DESCRIPTION 1Q 3/4/06 DESIGN RENEW THE RECIPIENT OF TNESE MATERIALS UNDERSTANDS TWAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP. AND ALSO. THAT THE MATERIALS CONTAIN PRINLEDCED AND CONflDENTIAL BUSINESS :NFORMA1ON OF BP. ACCORC WQ .v. THE RECIPIENT AGREES TO RETAIN T SE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS '0 ANY OTHER oARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR TN( UMNTED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE. AND REOPIENT AGREES TO RETURN ALL MATERIALS TG BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP. WHICHEVER COMES FRST. DEVELOPMENT INFORMATION: UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 V-6 2004 SERIES AMERICAN STANDARDS SITE ADORESS: 15252 Pacific Hwy. So. @ 154th St. Tukwila, Washington 98188 DEWED BY: SHK oECIRD SY: DRAIN BT: SMUT NO: ARCO t M V= COW PII0OUCTS, WC 14 COITIMPOINTE DIM LA PALMA, CANU V6.O 3/1 /04 DRAWING TITLE: G E LEXPIRES 01 - 07 - FAC #5515 MINCE zeo ._..�� VREPR ?WPM Mt PRDrECT ND: BCE #2369 TITLE SHEET PROJECT SPECIFICATIONS T1 -1 0 N z w m 0 m ifi x 4) 0 U N LC) 0 N N 0 d) E 0 0 3 O4 g 6 ••Mma.• =1._ . - .i-' = . di t. INF C- 1 SAWCUT EX. ASPHALT 0 LOT UNE. SEE GEN. NOTE 6 SEE GEN. NOTE 6 Vt 171. ,r •1 NEW BAFFLE TYPE 01L-WATER SEP TOR UTILITY VAULT M DEL 577 SA TOP = 335.8± l.E. =332.3 �' `- -;.--% SEWER 0 1.C% MIN. / NEW 3' WIDE CONCRETE GUTTER SIWALE 0 1.O% (TYP.) I EDGE OF EXISTING SLAB TO BE REMOVED SEE GEN. NOTE 7 - " CONCRETE SIDEWALK TO MEET AND -MATCH EXISTING. g SAWCUT I CATCH BASIN RIli+I :335.9` \, IE =332.5 6 LF 6 PVC SD 0 2.5% ONTRACTOR TO AVOID DAMAGE TO EXISTING POWER AND PHONE - CONDUITS IN THIS AREA. EX. GUARD RAIL, SEE SHEET ', 1 - •- iDSt -}L NEW TRASH ENCLOSURE AND p CONCRETE PAD. .�,, SEE ARCHITECTURAL ia RIM =335.4-1 tAWCUT IE =332.9 t EX. MR/w. MATCH EX. D til_EW DEPRESSED CONC, URB 0 SIDEWALK, TO �--- EX. ASPHALT \ BL''• Ft JSH W/ ASPHALT. PAVING OW) ----�\ •s- \NEW TANK VENTS. SEE TANK PLAN 337.71 MATCH EX. s 01'49'1 2" W -8 PL .41 SITE IMPROVEMENT PLAN S 88'10'48" E PL•8.00' - SAWCUT AND REMOVE EXISTING ASPHALT AS REQ'D TO INSTALL p _ NEW LANDSCAPE PLANTER. op.! SAWCUT AND REMOVE EXISTING ASPHALT, CONCRETE, AND TRASH ENCLOSURE AS REQ'D TO INSTALL NEW LANDSCAPE PLANTER, ASPHALT. AND TRASH ENCLOSURE. S 20� 14'51 " W ... ---f .� _ PL • 150.00' �IE1A SIDEWALK AND CURB & GUTTER PER Ca OF SEATAC STANDARDS. CURS & GUTTER PER DETAIL. THIS SHEET__ REPAIR /REPLACE ROADWAY Al ASPHALT DISTURBED BY CURB REPLACEMENT. EX. STREET LIGHT MEET AND MATCH CURB AND SIDEWALK N e8~ 10'48" W pt. •8.o0' O CURBCONCRETE IT Inufaimosemirr _ EX SAWCUT x,331.8± t MATCH EX. NEW CONCRETE CURB MEET AND MATCH EX. SIDEWALK r r t • r� � rr EXACT LIMITS OF NEW • A.C. PAVEMENT (REPAIR) TO BE MARKED IN FIELD .8Y ENGINEER. PARALLEL PARKING TO REMAIN EXISTING CU TO REMAIN. EX. TRAFFIC • . 11 • t • \, i • • %% �. \\ \ t\ •• t1 \. \ t\ 1 \1 t • %% .. \' • \`t • .\\ ..t• • t1 tt e r - - / i/ ... �� International Boulevard LEGEND EXISTING GRADE CONTOUR PROPOSED GRADE $POT ELEVATION PROPOSED TOP OF PUMP ISLAND ELEVATION PROPOSED TOP OF FOOTING ELEVATION NEW ASPHALT PAVEMENT NEW CONCRETE PAVEMENT PAVEMENT SWALE NEW STORM DRAIN PIPE NEW CATCH BASIN ;CATCH BASIN PROTECTION srr DEVELOPMENT CALLOUTS . ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA STANDARDS AND SPECIFICATIONS, EXCEPT FOR DRIVEWAY REMOVAL. ' 2. EXISTING PAVEMENT BASE COURSE MATERIAL SHALL BE SALVAGED • FOR REUSE AS DEEMED ACCEPTABLE BY FIELD ENGINEER AND /OR SOILS ENGINEER. 3. ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 4. PROJECT IS WITHIN THE VAL VUE SEWER DISTRICT. A SEPARATE PERMIT ;SHALL BE OBTAINED FOR ANY SANITARY SEWER WORK. 5. CONTRACTOR SHALL PROVIDE ENGINEER WITH THE INVERT ELEVATION OF EXISTING SEWER AT 11E-IN PRIOR TO CONSTRUCTION. 6. COORDINATE ASPHALT REMOVAL AND LANDSCAPE WORK WITH ADJACENT SOUND TRANSIT PROJECT. . 7. SEE DEMOLITION PLAN, SHEET DS 1 -1, FOR SITE DEMOLITION. 8. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING ALONG TANK AS DIRECTED BY SOILS ENGINEER TO ALLOW FOR EXCAVATION FOR CANOPY COLUMN FOOTING. , 0.05 . PROVIDE NEW CONCRETE CURB TO MEET AND MATCH EXISTING. NEW AC PAVEMENT TO MEET AND MATCH EXISTING. MIN. SECTION TO BE 3" AC OVER 6" CRBC. - INSTALL SILT BAGS, INSERTS, OR OTHER APPROVED DEVICE IN EXISTING CATCH BASINS PRIOR TO DEMOUTION /GRADING WORK. SEE SHEET DS 1 -2 FOR DETAIL • 335.4 TPI= 336.2 TF= 333.2 PER 1993 KING COUNTY ROAD STANDARDS DWG. NO. 3 -002. EXPANSION JOINT NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. 3. SEE DRAWING NO. 1 -006 FOR CONFIGURATION OF ' FILL & WALKWAY BEHIND CURB IF REQUIRED. 4. FOR INTEGRAL POUR CONSTRUCTION, 1/4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK. CEMENT CONCRETE SIDEWALK $ENHMAEI( MAY 242005 TOP OF BOTTOM STEP ON SOUTHEAST CORNER OF HOUSE Al 3058 SOUTH 152nd. KING COUNTY PLANS 303 -24 PERT CENTER ELEVATION al 389.83 ALL TOPOGRAPHIC SURVEY INFORMATION SHOWN ON THIS PLAN WAS TAKEN FROM EXISTING DESIGN /AS -BUILT DRAWINGS PREPARED FOR ORIGINAL FACIUTY. CONTRACTOR SHALL FIELD VERIFY INFORMATION AND CONTACT BCE SHOULD ANY CONFLICTS AND /OR DISCREPANCIES BE FOUND. BCE DOES NOT WARRANT TH E ACCURACY OF INFORMATION SHOWN ON THIS PLAN. CLJENT: hilli11 A P WEST PRODUCTS, u.0 ALLIANCE MANAGER, AGENT FOR BP: B ovis Lend Lase Ga e 4 CENTEIMOINTE DRIVE LA PAM, CA IOW ' NATIONAL SITE ADAPT CONSULTANT: HA • � v G il , X �kG AN ENC�� 'LAND PLANNING A DES SPE CIAUSTS' r 18215 72ND AVENUE SOUTt- KENT, WASHINGTON 98032 (425) 251 -6222 NO. DAZE REVISION DESORPTION U _ 02/05 CRY COMMENTS � s %e%io6 c,n a 9 emu , . Y, � ' '� S ' G �Ci �P o f WAS B . ' t• r • H Z . #3"' J, / C S T E.�� , ONA EN EXPIRES 01 -07 -05 -'E REC Eti �c MESL 4A*<RiA.S ..`DEASTNO. VAT C OPYRIGNT IN THE YATT'RIALS IS MANED BY OP. A'. M. -AT THE yA1tR�ALS CONTAIN PRINLEGCED AND C3' PDENTUL BUSintss MIFORUA'1ON CV SP. ACC NOM0.T, RECIPETIT AGREES TO RETAIN THESE WAIERIN : N 5' CONFIDENCE AND A PUS NOT 10 DISCLD w It h ATERIA1 TO ANY OTFIER PART? ANO fIA!D P AtI•ECS .0T 10 MAKE E coma OF THE NATURALS. THE RFCP/IT AGREES TO USE 111E 11ATERIALS ONLY FOR THE t I m RPOSE FOR M4,cH 8P HAS MADE THE yATE10AL< AvA0.ABLE ANO REcIPILNT AGREES In RETURN A4 WATERULS TO VIP Wet UPON CdiUTTON OF 111 ;NTD OED �UfE'OSf OR UPQN wt REQUEST OF OF. /M+IOC tR COMES rim INFORMATION: SITE ADDRESS: 1 5252 International Blvd @ 154th Street Tukwila, Washington 98188 FAC # -5515 oESOIIm It , ,tu* 1E z OWED tr. AK � �t oIU1IN , IDL �IUwlpE BCE #2369 DRAWING TITLE: IMPROVEMENT PLAN SHEET Na A k ihh, 4 IF •). • ki!li \IN c*N - •). • ki!li \IN c*N - GROUND COVER THROUGHOUT PING AREA PAVING (TYP) ---� International Boulevard TREES: ACER CIRCINATUM / 6' -8' HT. AS 5 VINE MAPLE SHOWN CHAMAECYPARIS OBTUSA 'GRACIUS' / 6' -7' HT. AS ', 7 HINOKI FALSE CYPRESS SHOWN f FRAXINUS PENNSYLVNIICA 'MARSHALL' 2.5 CAL 2O 11 SEEDLESS' / 0. C. MARSHALL SEEDLESS GREEN ASH • SHRUBS: MAHONIA /IQUIFODUM 'COMPACTA' / 21 " - 24" 4' O.C. 30 COMPACT OREGON GRAPE CONTAINER PRUNUS LAUROCERASUS 'OTTO LUYKEN' / 21" — 24' 3' O.C. 84 • OTTO LUYKEN LAUREL CONTAINER 1r ROSH RUGOSA / 24' HT. 3' O.C. 155 RUGOSA ROSE (WHITE) CONTAINER • THUJA OCCIDENTAUS 'EMERALD' / 4' HT. 3' O.C. 11 EMERALD ARBORVITAE CONTAINER GROUND COVER: ARCTOSTAPHYLOS UVA URSI / 1 GALLON 30� O.C. AS KINNIKINNICK . . . REQ'D \ \ \ RUBUS PENTALOBUS 'EMERALD CARPET' / 4" POT 12" O.C. AS \ \ \ \ GREEN ASH REQ'D EXISTING LANDSCAPE AND IRRIGATION SYSTEM STREET TREES ALONG INTERNATIONAL BLOULEVARD TO BE 20' ON CENTER SPACING AND 25' ON CENTER ALONG SOUTH 154TH/ SOUTHCENTER BLULEVARD. ADJUST INSTALLATION LOCATIONS TO CLEAR DRIVES, UGHTS, AND UTILITIES. MINIMUM TREE CLEARANCES: DRIVES 10', UGHTS 10', FIRE HYDRANTS 15', AND UTILITIES 5'. CITY REQUIRES CALIPER TO BE MEASURED AT 4 FEET ABOVE SOIL UNE. . CU ENT: �AR .V/EST wE$T COAST PRODUCTS, U.0 AI.I mct MANN" AGENT FOR 9P: 4 s Bo vis .end Lease Giobal. e 4 CENTETIPOINTE DRIVE LA PALM& CA lOSfl MAMMAL !1E ADAPT CONSULT/01T: EN • 4 .0 H A &_,,,, • "LAND PLANNING AND DESIGN SPECU►USTS 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 Na DATE gEMwON DUMP now REVISED PER FINAL C1 r 1\ 4/12/05 covAMNTS 2L 5/18/05 RENSE T.E. LOCATION i SEAL: THE RE P ENT .) r S£ MA :FtI �� DERSTANDS MAT AT ThGMT IN THE MATERIALS IS CAMEO BY B'. M / KM —AT THE MATERIALS CON PRf iIIFDCED AMO CONFIDENTIAL BUSINESS KORMATION OF IIP ACC R�IfiY, ''+E REC/PIO T AcPfl3 TO RETAIN THESE MATERIAL M S'RICT CONFIDENCE AND AGREES NOT TO D15C.O THESE MATERIALS TO ANY OTHER PARTY AND FIRMER At 1EIS NOT Tp MAKE COPIES OF THE MATERIALS NE RE. PINT TO USE THE MATERIALS ONLY FOR THE LM W PURPOSE FOR fMiuCH 9P HAS MADE '4E $ME1CAl.} Ao AJLABLE. AND RECIPIENT AGREES "0 RETURN AAA WATERIA,S TO BP OTHER UPON CUMPLET►ON OF - IN 'ENDED PURPOSE OR UPON THE U( * T M. . CHt R COMES F1t'ST DE'VELOPIENT N�pd1AT10N: w .w - � f 911E ADO: 15252 International Blvd @ 154th Street Tukwila, Washington 98138 FAC # -5515 MOO Ur: q 7.101: OWED St Jli i P WPM N t M wt MOM PNO&CT VIOL BCE #2369 OMA_ TITLE: ��•~ LANDSCAPE PLANTING PLAN 4 0 .F v • _ } ,a Hi lt' " �'f►' , .�iIL: .5:':. - �i -• •• .4.4. 4.1.7=7"1:: . ..� t 9+ " U fa , P - <.Y *+ ." Y� ♦.Y' JM 1. .v r .� �► 1 • CAt CLIENT: 41. IF A eP WEST COAST PRODUCTS, LLC ALLIANCE MANAGER. AGENT FOR U ■ B ov us Lend Lease Global alliance 4 CENTERP01NTE DRIVE LA PALMA, CA 90623 NATIONAL SITE ADAPT CONSULTANT: GH av 4 s it c. 0 �- C y ,,� ' s co, N � EN Gr N LAND PLANNING AND DESIGN SPECIALISTS' 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 N0. DATE REVISION DESCRIPTION A 4/12/OS cR"SED PER FINAL CITY /`\ — -. ` - - r '4(SE MA ° : - _`.,E ?S'ANOS THAT G IN THE MATERIALS IS OWNED SY 8P. AND ALSO - -AT THE MATERIALS CONTAIN PRINLEDGLD AND :.`NFLENTIAL BUSINESS INFORMATION OF RP. ACCORDINGLY. -, .r RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STNOT CONFIDENCE AND Aft NOT 10 DISCLOSE TIES wATERIALS TO ANY OTHER PARTY AND FURTHER PAR EES Nac ? TO MACE COPIES OF THE MATF1dALS. THE RECIPIENT . „ FEES TO USE THE MATERIALS ONLY FOIL TIE WAITED JRPO% FOR fiNICH BP HAS MACE THE MATEIRIA .S A ■ AILABLE. AND RECIPIENT AGREES TO RETURN ALA. MATERIALS TO BP DT ER UPON COMPLETION OF THE .\ PURPOSE OR UPON THE REa,EST OF NP. #•ICHENER COMES FIRST DEVELOPMDIT INFORMATION: . • . • SITE ADDRESS: 15252 International Blvd @ 154th Street Tukwila, Washington 98188 FAC # -5515 DOOM e1~ ms pawn mow o+EL1® SY: ,I{ Di IEP DRAIN U Ap Atli/10E Plk VER310I! PROJECT NO BCE #2369 DRAW Io TITLE: LANDSCAPE PLANTING NOTES MD DETAILS iHEET No Ll .2 t LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN - -UP, DEBRIS REMOVAL, AND 90 -DAY MAINTENANCE. QUAUFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBIUTY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND /OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN CCMPLLANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL. COST. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE- ESTABUSHING FINISHED GRADE AND RE- MULCHING TO SPECIFIED DEPTH. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90 -DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (MN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1- 1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "8 & B” INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT: "CAL" INDICATES CALIPER AT 6" ABOVE SOIL UNE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES /HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUAUFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SOIL PREPARATION: MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN AGRONOMIC SOILS TESTS FOR PLANTING AREAS, LAWN AND SHRUB LANDSCAPE. A MINIMUM OF ONE SAMPLE AND ONE PER EACH T*0 ACRES OF LANDSCAPE AREA TO BE OBTAINED. IF ON -SITE TOPSOIL HAS BEEN STOCKPILED, A TEST TO BE COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABIUTY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST - CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE PERFORMED BY AN APPROVED SOIL TESTING LABORATORY WHICH WILL BE CONTRACTED WITH AND °AID FOR BY THE CONTRACTOR. RECOMMENDATIONS OF THE SONS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL ENGINEER TO TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT. A) TOPSOIL AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT ORGANIC MATTER. TOPSOIL TO BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1. AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM TO CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF -SITE SOURCES. 8) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON -SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE. PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) AMENDMENT 1. ORGANIC COMPOST TOPSOIL FOR PLANTING TO CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY VOLUME. THE FOLLOWING IS FOR SOIL WITH 3 -4 % ORGANIC CONTENT. PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF COMPOST PER 12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/ COMPOST BLEND, AND /OR AGED FIR BARK MULCH WILL SATISFY ORGANIC REQUIREMENTS. COMPOST TO BE FROM NON-FARM ANIMAL SOURCES, NOR FROM SOURCES CONTAINING REDWOOD /CEDAR PRODUCTS. 2. FERTIUZER COMPLETE FERTIUZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR. AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTIUZER TO BE "AGRO- DELUXE NURSERY" 10 -15 -20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR COMPARABLE NITROGEN EQUIVALENT. D) PLANTING BACKFILL ON -SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING /LAWN. E) TOPSOIL PREPARATION AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES MINIMUM OF TOPSOIL PER A) AND /OR B), ABOVE. CONTRACTOR TO ADJUST GRADES AND SUPPLY TOPSOIL AS NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR TO FORM BERMS TO THE HEIGHT AND EXTENT NOTED HERE, AND SHOWN ON THE PLANS. AMENDMENTS TO BE EVENLY BLENDED THROUGHOUT THE TOP 6- INCHES. TOPSOIL TO BE WORKED INTO SUB- BASE /SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS FINISHED, COMPACTED DEPTH. PARKING PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PR BOTTOM 12" TO MINIMIZE STRUCTURAL COMPACTION. BARK MULCH (TOPDRESSING): ONE -HALF -INCH (1/2") SIZE, TO ONE -INCH (1 "), I.E., "MEDIUM," HEMLOCK /FIR BARK. FINE MULCH, I.E., "STEERCO" TEXTURE AND CEDAR ARE NOT ACCEPTABLE. STAKES: 2 -INCH DIAMETER BY 8 -FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1 -INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: COMMERCIAL SOD TO MATCH EXISTING. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI - DESICCANT: "WILT - PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: 'FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER IWO INCHES (2") DIAMETER FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, UGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. TREES TO BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED AND AS CALLED OUT ON PLANT LIST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVER: EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3") BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN. APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (3") TO FOUR INCHES (4") DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8 -FOOT SEPARATION OF TREES /SHRUBS AND 2 -FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE- ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY /GUARANTEES. MULCH AT CURB DETAIL NOT TO SCALE 2" MULCH LAYER (COMPACTED DEPTH) 1" MAX. TOP OF CURB TO TOP OF MULCH CURB 9174 (2) LODGEPOLE STAKES; TIE AT APPROX. 1/3 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE PLUMB 3" DEEP SAUCER FOR WATER 2" DEEP MULCH LAYER (COMPACTED DEPTH) REMOVE ALL TIES, WRAP & CONTAINERS. FREE - PERIMETER ROOTS FROM NURSERY BALL EXCAVATE TREE PIT AT A MIN. OF 4 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PR GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE. - OR COMPACTED SOIL NOTE: UGHT FERTIUZER OVER PLANTING BED AFTER BACKFIU, ONLY; NO FERTIUZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALI.. PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING /STAKING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT AU. TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE. PROTECT TRUNK AND UMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP. TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK 'TYPE OR RUBBER UYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEE ASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION REMOVE AT COMPLETION OF PLANTING HOLD BACK FROM TRUNK 8 TO 10 INCHES FINISH GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN., LOOSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BAIL DIA. REMOVE AWAY FROM PERIMETER ROOTS U SOIL SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE ( +) 24" - DECIDUOUS TREE PLANTING /STAKING DETAIL NOT TO SCALE NOT TO SCALE BED UNE EDGE CURB/WALK - a• ' • HOLD PLANTS FROM -- EDGE OF PLANTER AS NOTED ON PLANT UST i 2" MULCH LAYER (COMPACTED DEPTH) FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1' ABOVE GRADE • &•7•• , b �� •rr••s•sr • • " PREP/IRE ED LESS THAN 1 GAL ( PLANTED AFTER MULCH ) PLANTING NOTE: REMOVE CONTAINER & WORK ROOTS FREE. BACKFILL TO BE SETTLED USING WATER ONLY. GROUNDCOVER PLANTING DETAIL i _1 GAL. CONTAINER and LARGER ( PLANTED BEFORE MULCH ) *At or PLANT MATERIAL SPACING DETAIL NOT TO SCALE SPACING AS CALLED OUT ON PLAN /PLANT UST HOLD PLANTS FROM 11,7 EDGE OF PLANTER AS NOTED ON PLANT UST NOTE: THIS SPACING APPUES TO CROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. REVIEWED FOR CODE COMPLIANCE Acorlionsfpl APR 2 5 2005 et air :: .. ,.•.�..� .......... mum CITY OF TUKWILA APR 1 2116 PEaIarcxrTIr+ SPATE OF WASHINGT REGIS LAN DSCA CHI CT .4411111/ ce. M. TWICATE NO. 708 (VALID ONLY WITH SIGNATURE) 0 41 If L( I a r / /./// COI OUBLE IDED PIC UNIT. (TYP / 7 „ ?rN Ik 1 All IF MI _ 0. 1 Ur, . _ . , .rti./ / / ////// %� / ,DISPENSER ISLAND ( 4) / /7 ///// / A fir • 2 ;:If i z • , i 40., / . / 8 9 / / //////// /�► r 1, t 0 1 REMOVE EXI lANDSCAPI TO INST SHEET 0 0 l VERFILL ALARM TELEPHONES . • S 01'49'12" PL=8.41' \\*\ � ASPHALT \ \ PAVING TO 'BE \ \REMOVED FOR \ \` NEW • LANDSCAPE —, \ ■ n\ t C0 1. 4 1a '`2~ ■ A I II NuHAIN LINK \ FENCE \ •. \ \ s \\:\\\ \\\\\\<\ SEE SHEET C--1 FOR NEW SEWER CONNECTION CI) DEMO AM S 88'10'48" E PL =8.00' woo am /pm Facility (Building Retrofit) 10 O '1 REMOVE GUARD 'AIL CANOPY, ISLANDS AND SLABS REMOVE BOL D \ \ \ \ • _ NG \ CANOPY' SLAB BOLLARDS (TYP 4 SEE SHEET ES1 -1 FOR NEW CONDUt'f ALIGNMENT S 2014 w STREET LIGHT SCALE: 1" = 10' -0" `� -EXISTING ASPHALT PAVING R MOVE EXIS - � • ASPHALT PAV4NG \ 1 REMOVE GUA RAIL TRASH ENCLOSURE ■ REMOVE EXISTING A.C. PAVEMENT. SEE SHEET C -1 FOR NEW WORK 16 International Blvd. DEMOLITION SITE PLAN PL =8.00' _r • � GUARD RAIL TO REMAIN. REPAIR AS DIRECTED BY FIELD ENGINEER. SAWCUT (TYP.) LINE OF CANOPY .\ 10BIO \ \\ REMOV . XISTING -- 4\SPHALT' PAVING . SAW T 2'--r '-- -EXIST ASPHALT PAVING --� (TYP) REMOVE LOW LEVEL LIGHT AND POLE 36 ARCO SIGN \ \\\ AIR/WATER DISPENSER REMOVE EXISTING CURB, GUTTER AMD DRIVEWAY APRON. SEE SHEET C - 1 FOR NEW WORK LOT LIG Hi' (TYP.) PARALLEL PARKING TO REMAIN LD_ c7 l? J • 5 GO,, G 00 ( .0 l' v,‘ TRAFFIC SIGNAL CD ACID A ' - o, AS NECESSARY NEW WALK. SEE DEMOLON NOTES I4ewV s HiaH s� , 11 Vicinity .Map NOTE: THIS ISLAND LAYOUT IS PROVIDED FOR INFORMATIONAL PURPOSES AND REPRESENTS A SIGNIFICANT NUMBER OF CURRENT FUELING ISLAND CONFIGURATIONS. SITE SPECIFIC CONDITIONS MAY VARY, HOWEVER IT IS THE INTENT OF THE OWNER FOR THE GENERAL CONTRACTOR TO PERFORM ALL WORK REQUIRED TO DELIVER A COMPLETE AND OPERABLE REVISED PRODUCT PIPING DELIVERY SYSTEM. INCLUDING ANY INCIDENTAL DEMOLITION ACTIVITIES AS REQUIRED; WHETHER OR NOT SPECIALLY INDICATED ON THIS PLAN. NOTE: TANK HOLE WATER AT THIS SITE IS 12' -6" DEEP. TANK BURY IS FROM 53 3" TO 61". C1 CONTRACTOR TO REMOVE (4) EXISTING GILBARCO B79 DISPENSERS, INTERFACE BOXES, AND ASSOCIATED HANGING HARDWARE AND TRANSPORT TO ARCO SEATTLE TERMINAL FOR STORAGE. REMOVE UNDER DISPENSER CONTAINMENT SUMPS (IF PRESENT) AND ALL PIPING CONNECTIONS TO DISPENSERS. ALL HOSES AND NOZZLES ARE TO BE REMOVED AND GIVEN TO STORE MANAGER. EXISTING BREAKERS IN ELECTRICAL PANEL IN BLDG. TO TO REMOVED. EXISTING ISOLATION RELAYS IN BLDG. TO BE REMOVED. 2� CONTRACTOR SHALL FIELD LOCATE, INTERCEPT AND CUT EXISTING CONDUIT ROUTED TO REMOVED DISPENSERS AT A CONVENIENT LOCATION. REMOVE ALL WIRING BACK TO PANEL. ROUTE ALL UNUSED CONDUIT TO CANOPY COLUMN AND CAP. CD CONTRACTOR SHALL REMOVE EXISTING CONCRETE DRIVE SLAB AND REINFORCING AS SHOWN. CONTRACTOR TO FIELD VERIFY EXISTING PRODUCT, VAPOR RECOVERY, VENT PIPING AND ELECTRICAL CONDUIT LOCATIONS BEFORE DEMOLITION WORK COMMENCES. LOCATIONS SHOWN ARE ASSUMED. C) CONTRACTOR TO REMOVE EXISTING RAISED CONCRETE PUMP ISLANDS. Q REMOVE ALL PRODUCT, VENT AND VAPOR RECOVERY PIPING ENCOUNTERED INCLUDING ANY OLD ABANDONED STEEL PIPING IF FOUND AND FOLLOW ALL GOVERNING JURISDICTIONAL REQUIREMENTS FOR THE REMOVAL AND DISPOSAL OF THE PIPING INCUDING PROPER DOCUMENTATION TO BP. REMOVE 4TH ANNULAR VENT PIPING AND RISER AT BUILDING. PATCH BUILDING AS REQUIRED. C) CONTRACTOR TO REMOVE EXISTING API RONAN MONITORING SYSTEM IN BUILDING. RUN NEW CONDUITS TO THE NEW MONITORING SYSTEM. CD CONTRACTOR TO REMOVE AND REINSTALL EXISTING ISLAND BUMPER POSTS (TYP. 4 LOCATIONS). REMOVE CANOPY COLUMN CLADDING AND TRANSPORT TO ARCO SEATTLE TERMINAL FOR STORAGE. CLADDING WILL NO LONGER BE USED WITH NEW CANOPY. (D INTERCEPT DRAIN LINES AND RUN TO NEW CANOPY LOCATIONS AS REQUIRED. CD CONTRACTOR TO SAW CUT AND REMOVE ALL MISCELLANEOUS ASPHALT AS SHOWN AND AS AFFECTED BY THE DRIVE SLAB, ISLAND AND PIPING REMOVAL, AS WELL AS, OTHER MISCELLANEOUS LOCATIONS ON SITE AS DIRECTED BY OWNER'S ENGINEER. SAW CUT CLEAN ALL ADJACENT ASPHALT BEFORE PATCHING. 11 CONTRACTOR SHALL COMPLETELY REMOVE EXISTING CONCRETE TANK SLAB AND REINFORCING AS SHOWN. 1 D CONTRACTOR TO INSTALL SIX FOOT HIGH TEMPORARY CONSTRUCTION FENCE (CHAIN LINK) TO REMAIN ON SITE AROUND ENTIRE WORK AREA TO PREVENT UNAUTHORIZED ENTRY DURING PROJECT DURATION. INSTALL THE FOLLOWING SIGNAGE ON FENCING: 1.) HARD HAT RERQUIRED 2.) AUTHORIZED PERSONNEL ONLY 3.) ALL VISITORS MUST SIGN IN. 4.) TEMPORARY CLOSED FOR CONSTRUCTION BANNER CONTRACTOR TO MAINTAIN VISITORS LOG ON SITE DURING THE CONSTRUCTION PHASE OF THE PROJECT. 13 CONTRACTOR TO PROVIDE ALTERNATE BID PRICING TO PATCH AND REPAIR EXISTING ASPHALT AT LOCATIONS SHOWN. EXISTING PIC UNITS TO BE REMOVED AND STORED /PROTECTED FOR REINSTALLATION. SEE SCOPE OF WORK FOR ADDITIONAL REQUIREMENTS. 15 PROTECT UNDERGROUND REMEDIATION WELLS, PIPING AND MANWAYS. ADJUST AND RESTORE TO CONDITIONS AFFECTED BY PROJECT. 16 CONTRACTOR TO DEMOLISH EXISTING 32' X 44' CANOPY COMPLETE WITH FOUNDATIONS. 48" Legend EXIST. 2" F.G. SINGLE WALL PRODUCT PIPING TO BE REMOVED 2" OR 3" F.G. SINGLE WALL VAPOR RECOVERY PIPING TO BE REMOVED 2" F.G. SINGLE WALL VENT PIPING (REMOVE AS REQUIRED) EXISTING CONCRETE DRIVE AND TANK SLAB TO BE REMOVED EXISTING ASPHALT TO BE REMOVED t) 04. CITY OF MAR 10 ZuU5 PERMIT CENTER FILL (NO SW" EXNG) CLIENT: Bovis Lend lwe GlobalAlliance NATIONAL SITE ADAPT CONSULTANT: .0. tia- . . .:,k.X._ o O S PlitrW g G( T/ �� HG ENG%- vim PLANNING AND DESIGN SPEC L STS' 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 0 3/# Ah. IF ARCO VAST COAST PICOUCIS, LLC ALLIANCE MANAGER, AGENT FOR RP: 4 C©f1E1MoNf1E DIMVE IA PALMA, CA mos QGH 1, A DATE REVISION DESCRIPTION a 3/4/t DESIGN REVIEW 1 EXPIRES 01 –0745 Pr THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP. AND ALSO. THAT THE MATERIALS CONTAIN PRIVILEDGED AMC CONFIDENTIAL BUSINESS M.FORNADON OF BP. ACCORDINGLY. THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AOREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR KILO+ BP HAS MADE THE MATERIALS AVAILABLE. AND RECIPIENT AGREES TO RETURN All MATERIALS TO OP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF OP. 1 04CHEvtR CONES FIRST. DEVELOPMENT INFORMATION: UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 v.6 2004 SERIES AMERICAN STANDARDS STE ADORESS: 15252 Pacific Hwy. So. @ 154th St. Tukwila, Washington 98188 omen dr. 0.0 WOO BY: Deo w oN: V6.0 3/1 /04 DRAWING 111LE: iIEET NO: FAC #5515 PLUME MI: OP REP* AWAKE Pk DEMOUTI0N STE PLAN Na BCE #2369 DSI-1 0 1 1, 0 a m x v II CL; 0 V rn N 0 CV 0 4i F-- 0 0 3 0 Ln u • v 0 0 i v BORDER,Z2369s,Z2369t, CANT: Ahi,„„„. IF ARCO . MUST COAST MIOOUCTS, LLC ALLIANCE MANAGER. AGENT FOR DR: ■ ovis Lend Liao G /oba /Alliance 4 CENTSIPOINTE MINE LAP M&CANUS NATIONAL SITE ADAPT CONSULTANT: Na v IP s jI .�4 ,1 s �,,,, .o` 41. o 0 ' 1 ' • V s G w + r,�G G`� EN 'I/WD PLANNING ANO DESICH SPECWJS?5' 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 N0. DA1E REMSION DESCRIPTION ' \ 3/4/05 DES CH RENEW U A._ /, ,A LAS iL ,L ZS, A SEAL: 1 S • GRIP p p I 49 ,6) O * C. k o r .I Io n 4) 28527 �% c � • en, /STE % NA L E sZ EXPIRES 01-07-9V 1 THE RECIPIENT OF THESE MATERIALS UNDERSTANDS T14AT COPYRIGHT IN THE MATERIALS IS OWED BY BP. AND ALSO. THAT THE MATERIALS CONTAN PLEDGED AND CONFIDENTIAL OUSINESS INFORMATION OF P. ACCORDI•QV, THE REOPENT AGREES TO RETAIN THESE MATERIALS N STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF NE MATERIALS. THE RECIPIENT AGREES TO USE NE MATERIALS ONLY FOR THE LM TED PURPOSE FOR wf#CH BP HAS MADE THE MATERIALS AVALAOLE. AND RECIPIENT AGREES TO RETURN ALL MATERIALS TD OP EITHER UPON COIr °LETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF OP. MMICHEWR COMES FIRST DEIELOPILIDIT INFORMA1101t UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 v.. 2004 SERIES AMERICAN STANDARDS SITE ADDRESS: 15252 Pacific Hwy. So. 154th St. Tukwila, Washington 98188 FAC #5515 DOMED BY: CIA( AWAKE Mt OS Of0ED In' INK ORS IIP REP!! De ORAL 1 61x` VILUANCE PM: ANSON: V6.0 3/1/04 TNDJECT Na BCE #2369 ORANING 1111,E: PIPING DEMOLRION NOTES 1 TESC AILS MEET NO: I D s 1 .2 ____ • General Notes 1. CONTRACTOR TO SEE ADDITIONAL SCOPE OF WORK DOCUMENTATION PROVIDED BY BP PRIOR TO BID SUBMISSION REGARDING PERFORMANCE, WARRANTY, DAMAGE TO EXISTING STRUCTURES, SAFETY GUIDELINES, UTILITY LOCATE REQUIREMENTS, ELECTRICAL TAG OUTS, SUBSTITJTION OF MATERIALS 2. THE GENERAL CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS PRIOR TO BID SUBMISSION. 3. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNER'S ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. REPORT TO OWNER'S ENGINEER IF UNUSUAL SUBSURFACE CONDITIONS ARE FOUND. THE OWNER'S ENGINEER WILL DETERMINE IF A SOILS REPORT AND OR CONTINUING ON SITE INSPECTIONS ARE REQUIRED. 4. REMOVAL OF PIPING SHALL BE PERFORMED BY A LICENSED TANK SERVICE PROVIDER AS REQUIRED BY THE STATE AND LOCAL REQUIREMENTS. CONTRACTOR SHALL PROVIDE NOTIFICATION TO THE JURISDICTIONAL AGENCY RESPONSIBLE FOR INSPECTIONS ACCORDING TO THE PERMIT REQUIREMENTS. 5. ALL EXCAVATED MATERIAL SHALL BE TESTED FOR CONTAMINATION PRIOR TO REMOVAL FROM THE SITE. CONTACT SCOTT HOOTEN, ARCO, FOR SPECIFIC INSTRUCTIONS AT (425)251 -0689. THE GENERAL CONTRACTOR SHALL SEGREGATE STOCKPILES ON SITE IF REQUIRED. THE CONTRACTOR SHALL DISPOSE OF CONTAMINATED AND UNUSED UNCONTAMINATED EXCAVATED MATERIALS AWAY FROM THE SITE AT APPROVED AREAS ARRANGED AND PAID FOR BY THE CONTRACTOR. ALL SUITABLE UNCONTAMINATED BACKFILL MATERIAL REMOVED DURING EXCAVATION MAY BE REUSED AS BACKFILL DURING THE REINSTALLATION OF THE PIPING SYSTEM. NOTE ON BP BID DOCUMENTS IF YOU PLAN TO REUSE EXCAVATED MATERIALS AND 6. QUANTITIES THEREOF. GENERAL CONTRACTOR SHALL CONDUCT THEIR WORK IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS AND 7. REGULATIONS. 8 ALL ELECTRICAL WORK PERFORMED WITHIN CLASS I HAZARDOUS AREAS SHALL BE SEALED PER NEC AND UFC REQUIREMENTS. GENERAL CONTRACTOR SHALL CONDUCT THEIR WORK IN ACCORDANCE WITH THE DIVISION OF LABOR AND INDUSTRIES (STATE OF WASHINGTON) AND OBTAIN PERMIT FOR EXCAVATIONS OF TRENCHES 5' -0" OR MORE IN DEPTH INTO WHICH A PERSON IS 8. REQUIRED TO DESCEND. ALL ELECTRICAL WORK SHALL CONFORM TO THE UNIFORM ELECTRICAL CODE 1999 EDITION AND TO ALL LOCAL REQUIREMENTS. NOTE THAT EXISTING CONDUIT LOCATIONS ARE ASSUMED AND IN ADDITION ONLY TWO CONDUITS PER DISPENSER ARE ASSUMED. Compliance Notes 1. ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LINES, ELEVATIONS AND EQUIPMENT LOCATIONS 2. DISPENSER START UP BY MANUFACTURERS REPRESENTATIVE COORDINATED BY CONTRACTOR. CONTRACTOR TO PURGE LINES WITH 200 GALLONS PER HOSE MINIMUM. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. REPLACE DISPENSER FILTERS FOLLOWING STARTUP. 3. CONTRACTOR TO COORDINATE 5 DAYS IN ADVANCE WITH RUTH HA BP ENVIRONMENTAL COMPLIANCE AT (5+09) 639 -8098 FOR LINE TESTING AND VAPOR BLOCKAGE TESTING AS REQUIRED BY GOVERNING JURISDICTION. CONTRACTOR TO PROVIDE FOR CALIBRATION OF THE DISPENSERS AT TWO SEPARATE PHASES AS FOLLOWS: 1.) PRIOR TO OPENING. 2.) 2 WEEKS AFTER OPENING. 4. CONTRACTOR SHALL PROVIDE 72 HOUR NOTIFICATION TO STATE GOVERNING AGENCIES PRIOR TO CONSTRUCTION IF REQUIRED. TANK SYSTEM TO BE INSPECTED BY OWNER'S ENGINEER St GOVERNING AGENCY AT THREE (3) SEPARATE CONSTRUCTION PHASES AS REQUIRED: 1. TANK AND PRIMARY PIPING HYDROSTATIC ALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES. 2. INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. 3. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM. 5. ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER FOR A PERIOD OF 24 HOURS OR WITH OTHER CERTIFIED MANUFACTURE'S TEST PROCEDURE TO INSURE THAT THE SUMPS ARE WATERTIGHT OR CERTIFIED USING SUMP MANUFACTURER'S APPROVED TEST PROCEDURE TO INSURE THAT SUMPS ARE TIGHT. THE OWNER'S ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECKLIST BEFORE FINAL PAYMENT. 6. ALL TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS MUST BE FORWARDED AND APPROVED BY BP ENGINEER AND GOVERNING AGENCY PRIOR TO TANK SYSTEM BEING PLACED IN OPERATION. 7. AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK OPERATIONS. 8. EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY. 9. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. 10. ALL CONTINUOUS MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PAYMENT OF ALL APPLICABLE UST OPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING JURISDICTION WITHIN 30 DAYS OF THE FINAL INSPECTION. 11. TANK TEST METHOD: UNDERFILL WITH ULLAGE TANK TIGHTNESS TEST METHODS: PRODUCT LEVEL IN THE TANK TIGHTNESS TEST METHOD IS RAISED TO THE OVERFILL PREVENTION DEVICE SET POINT - 95% (HIGH LEVEL TO WHICH A PRODUCT CAN BE ADDED TO THE TANK) OR THE TANK TIGHTNESS TEST METHOD CERTIFICATION LEVEL OR IN ANOTHER METHOD THE PRODUCT LEVEL IN THE TANK IS RAISED TO THE REGULATORY LEVEL OR THE TEST EQUIPMENT CERTIFICATION LEVEL, WHICH EVER IS HIGHER, AND THEN THE CERTIFIED VOLUMETRIC TEST IS CONDUCTED. THIS TEST SHALL BE FOLLOWED BY THE ULLAGE TEST METHOD, WHICH IS THIRD PARTY CERTIFIED TO DETECT LEAKS FROM THE PORTION OR THE TANK WHICH DOES NOT CONTAIN LIQUID. UST Removal of Non-Hazcirdous Waste PIPING TO BE REMOVED AND TRANSPORTED AS NON - HAZARDOUS WASTE MUST BE TRIPLE- RINSED. Underground Piping Removal Procedures 1. UPON ISSUANCE OF THE PERMIT, NOTIFY THE GOVERNING JURISDICTIONS 48 HOURS PRIOR TO STARTING OF THE PROJECT OR AS REQUIRED BY PERMIT CONDITIONS. A REPRESENTATIVE OF THE GOVERNING JURISDICTIONS MAY VISIT OR REMAIN ON THE SITE(S) TO VERIFY COMPLIANCE WITH THESE GUIDELINES. A PROPERLY CALIBRATED AND SERVICE COMBUSTIBLE GAS INDICATOR SHALL BE USED FOR DETERMINING LEL AND /OR OXYGEN CONCENTRATIONS. 2. THE SITE MUST BE SECURED TO PREVENT PEDESTRIAN AND VEHICULAR ACCESS AND "NO SMOKING" SIGNS SHALL BE POSTED. APPROPRIATE FIRE EXTINGUISHERS SHALL BE ON SITE AT ALL TIMES. 3. PURGE ALL PIPING OF HAZARDOUS MATERIAL AND VAPORS. THIS IS ACCOMPLISHED BY FLUSHING WATER THROUGH ALL PIPING BACK INTO THE TANK(S). 4. THE SURFACE COVERING MAY THEN BE CUT AND REMOVED AS DESIRED. EXCAVATION OF THE PIPING MAY BEGIN, BEING CAREFUL NOT TO PUNCTURE THE TANK(S) OR CAUSE A SPARK. ONLY THE TOP SURFACE OF THE TANK(S) MAY BE UNCOVERED AT THIS POINT. EQUIPMENT AND SUPPLIES SHALL BE READILY AVAILABLE TO CONTROL ANY VAPOR EMISSIONS. THIS INCLUDES BULLDOZER, BACK HOE, SKIP LOADER, HEAVY PLASTIC, ETC. 5. F PIPING IS TO BE REMOVED AS NON - HAZARDOUS WASTE, BEGIN DEGASSING, IF REQUIRED, ACCORDING TO REGULATIONS. 6. UPON COMPLETION OF EXCAVATION, THE FIRE DEPARTMENT REPRESENTATIVE SHALL GIVE THE APPROVAL FOR THE REMOVAL OF THE PIPING. W THE PIPING IS BEING DISPOSED OF AS HAZARDOUS WASTE, AN ADDITIONAL OXYGEN CONCENTRATION READING IN THE TANK(S) IS REQUIRED TO VERIFY THAT IT IS BELOW 5 PERCENT. • 7. ALL PIPING AND ELECTRICAL WIRING ASSOCIATED WITH THE TANK(S) NOT REUSED SHALL BE REMOVED AND DISPOSED OF PROPERLY. 8. IN CALIFORNIA OR FOR SITES OUTSIDE OF CALIFORNIA THAT HAVE DOUBLE WALL PRODUCT LINES AND USTS, THE PRODUCT LINES WILL NO LONGER HAVE TO BE EXPOSED BY HAND FROM THE DISPENSERS TO THE TANKS FOR AN INSPECTION, UNLESS SPECIFICALLY REQUESTED BY A STATE OR FEDERAL REGULATORY REPRESENTATIVE OR OTHERWISE REQUIRED BY A PERMIT (E.G., LOS ANGELES COUNTY). IF A CONTRACTOR IS REQUESTED TO EXPOSE THE PRODUCT LINES OR TANK TOPS FOR INSPECTION BY A REGULATORY AGENCY (EXCEPT IF REQUIRED BY THE NORMAL PERMIT), THE CONTRACTOR SHOULD IMMEDIATELY NOTIFY RON HALSEY AT 714 670 5331 or HALSERHObp.com. 9. IF A CONTRACTOR IN ANY STATE IDENTIFIES A SITE THAT HAS BURIED STEEL MANWAYS (LE., THERE IS NO SUMP ATTACHED TO THE MANWAY) ON THE USTS, THE CONTRACTOR SHOULD IMMEDIATELY STOP WORK IN THE UST AREA AND CONTACT RON HALSEY AT (714) 670 -5331 or HALSERHObp.com. Underground Piping Removal Procedures 10. IF A CONTRACTOR IN ANY STATE IDENTIFIES A SITE THAT HAS A SINGLE -WALL STEEL VAPOR POT, THE CONTRACTOR SHOULD IMMEDIATELY STOP WORK IN THE AREA OF THE VAPOR POT AND CONTACT RON HALSEY AT (714) 670 -5331 or HALSERHObp.com. 11. IF A CONTRACTOR IN ANY STATE IDENTIFIES A UST THAT HAS SOIL, PEA GRAVEL, OR OTHER BACKFILL MATERIAL IN CONTACT WITH THE AREA ABOVE THE BOOTED COMPONENTS (INCLUDING THE SHEAR VALVE) THE CONTRACTOR SHOULD CONTACT RON HALSEY AT (714) 670 -5331 or HALSERHObp.com. 12. REMOVAL OF DISPENSERS FOR REUSE. IF CONSTRUCTION ACTIVITIES INVOLVE DISPENSER MODIFICATIONS, DISPENSERS THAT ARE NOT GOING TO BE RE -USED AT THE SAME FACILITY AND ARE BEING SENT OFFSITE FOR REUSE ARE TO BE COMPLETELY DRAINED OF ALL FUEL, REASSEMBLED OR CAPPED TO PREVENT ANY VAPORS FROM LEAKING, AND THE USED FUEL FILTERS MUST BE REMOVED BEFORE THE DISPENSERS LEAVE THE SITE. THESE ACTIVITIES WILL INCLUDE THE FOLLOWING GENERAL ELEMENTS: EXISTING FUEL FILTERS ON EACH DISPENSER MUST BE REMOVED. THE USED FUEL FILTERS MUST BE REPLACED WITH NEW FILTERS OR THE FILTER FLANGE ON THE DISPENSER MUST BE CAPPED. USED FUEL FILTERS MUST BE DRAINED INTO AN APPROPRIATE CONTAINER AND THE FUEL PROPERLY' MANAGED. THE DRAINED FILTERS MUST BE PLACED IN THE 55- GALLON HAZARDOUS WASTE DRUM AT THE FACILITY, WHICH THE CONTRACTOR MUST PROPERLY LABEL AND SECURE. ALL FUEL MUST BE REMOVED FROM EACH DISPENSER. THIS INCLUDES DRAINING THE METER BOX, SOLENOID VALVE, AND ANY OTHER COMPONENT OF THE DISPENSER THAT MAY HOLD RESIDUAL FUEL. ALL FUEL THAT DRAINS FROM EACH DISPENSER MUST BE CONTAINED IN AN APPROPRIATE CONTAINER (I.E., METAL BUCKET OR SECONDARY CONTAINMENT PALLET). ABSORBENT BOOMS OR PADS MUST BE AVAILABLE DURING THIS PROCESS TO CONTAIN ANY POTENTIAL SPILL. WHATEVER METHOD IS USED TO DRAIN THE DISPENSERS, IT MUST ADEQUATELY CONTAIN ALL FUEL THAT DRAINS FROM EACH DISPENSER COMPONENT. IF POSSIBLE, LIQUID FUEL THAT IS CAPTURED FROM THE DISPENSER DRAINING ACTIVITIES SHOULD BE RE -USED AS FUEL FOR SITE EQUIPMENT. OR, IF THE UNDERGROUND STORAGE TANKS AT THE SITE CONTAIN FUEL, THIS PRODUCT IS TO BE RETURNED TO THE STORAGE TANKS. IN THE EVENT THAT THE CAPTURED FUEL IS NOT RE- USABLE, IT MUST BE PLACED IN AN APPROPRIATE LIQUID HAZARDOUS WASTE STORAGE DRUM AT THE FACILITY. IN THE EVENT THAT LIQUID WASTE STORAGE DRUMS ARE NOT AVAILABLE AT THE FACILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SUCH DRUMS. AFTER ALL LIQUID IS DRAINED FROM EACH DISPENSER, IT MUST BE RE- ASSEMBLED OR EACH COMPONENT MUST BE ADEQUATELY CAPPED TO PREVENT ANY VAPORS FROM LEAKING. IN ADDITION, IT MUST BE PACKAGED AND TRANSPORTED IN ACCORDANCE WITH APPLICABLE DEPARTMENT OF TRANSPORTATION REGULATIONS. EACH DISPENSER REMOVED FROM THE FACILITY MUST BE LABELED WITH THE DATE THAT THE DISPENSER WAS DRAINED. ADDITIONALLY, THE CONTRACTOR MUST PROVIDE IN WRITING ON A WORK ACKNOWLEDGMENT FORM THE NAME, STREET ADDRESS, MAILING ADDRESS AND TELEPHONE NUMBER OF THE OWNER OR OPERATOR OF THE FACILITY WHICH IS THE SHIPPING DESTINATION OF THE DISPENSER. THE WORK ACKNOWLEDGMENT FORM CONTAINING THIS INFORMATION IS TO BE PLACED IN THE FACILITY'S ORANGE BINDER BEHIND THE WASTE MANIFESTS TAB. ALL WASTE THAT IS GENERATED FROM THESE ACTIVITIES THAT IS CONTAMINATED WITH GASOLINE MUST BE PLACED IN THE APPROPRIATE HAZARDOUS WASTE CONTAINER ON SITE, AND PROPERLY MANAGED AS HAZARDOUS WASTE. ALL ACTIVITIES CONDUCTED AT THE FACILITY SHOULD BE CONDUCTED IN SAFE MANNER AND IN ACCORDANCE WITH THE BP CODE OF SAFE PRACTICES. APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT SHOULD BE USED AT ALL TIMES. 13. REMOVAL OF DISPENSERS FOR USE AS SCRAP METAL OR LANDFILL DISPOSAL. IF CONSTRUCTION ACTIVITIES INVOLVE DISPENSER MODIFICATIONS, DISPENSERS THAT ARE NOT GOING TO BE RE -USED AT THE SAME FACILITY ARE TO BE COMPLETELY DRAINED OF ALL FUEL AND THE USED FUEL FILTERS MUST BE REMOVED BEFORE THE DISPENSERS LEAVE THE SITE. THE DISPENSERS DO NOT HAVE TO BE REASSEMBLED IF THEY ARE BEING SENT OFFSITE FOR USE AS SCRAP METAL OR TO A CLASS II LANDFILL. THESE ACTIVITIES WILL INCLUDE THE FOLLOWING GENERAL ELEMENTS: EXISTING FUEL FILTERS ON EACH DISPENSER MUST BE REMOVED. USED FUEL FILTERS MUST BE DRAINED INTO AN APPROPRIATE CONTAINER AND THE FUEL PROPERLY MANAGED. THE DRAINED FILTERS MUST BE PLACED IN THE 55- GALLON HAZARDOUS WASTE DRUM AT THE FACIUTY, WHICH THE CONTRACTOR MUST PROPERLY LABEL AND SECURE. ALL FUEL MUST BE REMOVED FROM EACH DISPENSER. THIS INCLUDES DRAINING THE METER BOX, SOLENOID VALVE, AND ANY OTHER COMPONENT OF THE DISPENSER THAT MAY HOLD RESIDUAL FUEL. ALL FUEL THAT DRAINS FROM EACH DISPENSER MUST BE CONTAINED IN AN APPROPRIATE CONTAINER (1.E.. METAL BUCKET OR SECONDARY CONTAINMENT PALLET). ABSORBENT BOOMS OR PADS MUST BE AVAILABLE DURING THIS PROCESS TO CONTAIN ANY POTENTIAL SPILL. WHATEVER METHOD IS USED TO DRAIN THE DISPENSERS, IT MUST ADEQUATELY CONTAIN ALL FUEL THAT DRAINS FROM EACH DISPENSER COMPONENT. IF POSSIBLE, LIQUID FUEL THAT IS CAPTURED FROM THE DISPENSER DRAINING ACTIVITIES SHOULD BE RE -USED AS FUEL FOR SITE EQUIPMENT. OR, IF THE UNDERGROUND STORAGE TANKS AT THE SITE CONTAIN FUEL, THIS PRODUCT IS TO BE RETURNED TO THE STORAGE TANKS. IN THE EVENT THAT THE CAPTURED FUEL IS NOT RE- USABLE, IT MUST BE PLACED IN AN APPROPRIATE LIQUID HAZARDOUS WASTE STORAGE DRUM AT THE FACILITY. IN THE EVENT THAT LIQUID WASTE STORAGE DRUMS ARE NOT AVAILABLE AT THE FACILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SUCH DRUMS. AFTER ALL LIQUID IS DRAINED FROM EACH DISPENSER, IT DOES NOT NEED TO BE RE- ASSEMBLED. HOWEVER, IT SHOULD BE MANAGED PROPERLY TO PREVENT ANY VAPORS FROM LEAKING AND SHOULD BE PACKAGED AND TRANSPORTED IN ACCORDANCE WITH APPLICABLE DEPARTMENT OF TRANSPORTATION REGULATIONS. EACH DISPENSER REMOVED FROM THE FACILITY MUST BE LABELED WITH THE DATE THAT THE DISPENSER WAS DRAINED. ADDITIONALLY, THE CONTRACTOR MUST PROVIDE IN WRITING ON A WORK ACKNOWLEDGMENT FORM THE NAME, STREET ADDRESS, MAILING ADDRESS AND TELEPHONE NUMBER OF THE OWNER OR OPERATOR OF THE FACILITY WHICH IS THE SHIPPING DESTINATION OF THE DISPENSER. THE WORK ACKNOWLEDGMENT FORM CONTAINING THIS INFORMATION IS TO BE PLACED IN THE FACILITY'S ORANGE BINDER BEHIND THE WASTE MANIFESTS TAB, OR FOR DEMO SITES, SENT TO ENVIRONMENTAL COMPLIANCE. IF THE DISPENSER IS DISPOSED WITH UNDERGROUND PIPING TO A CLASS 2 LANDFILL, THE CONTRACTOR MUST FILL OUT THE MANIFEST (IN ADDITION TO THE WORK ACKNOWLEDGMENT) AND INCLUDE THE NUMBER OF DISPENSERS. A COPY OF THE MANIFEST IS LEFT IN FACIUTY ORANGE BINDER IN MANIFEST TAB, OR FOR DEMO SITES, SENT TO ENVIRONMENTAL COMPLIANCE. ALL WASTE OTHER THAN THE MATERIALS BEING SENT OFFSITE FOR SCRAP METAL USE OR CLASS 2 LANDFILL DISPOSAL THAT IS CONTAMINATED WITH GASOLINE MUST BE PLACED IN THE APPROPRIATE HAZARDOUS WASTE CONTAINER ON SITE, AND PROPERLY MANAGED AS HAZARDOUS WASTE. ALL ACTMTIES CONDUCTED AT THE FACIUTY SHOULD BE CONDUCTED IN SAFE MANNER AND IN ACCORDANCE WITH THE BP CODE Of SAFE PRACTICES. APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT SHOULD BE USED AT ALL TIMES. FIELD ENGINEERS AND AREA MAINTENANCE MANAGERS: WHEREVER POSSIBLE, THE DISPENSER PARTS SHOULD BE SCRAPPED OR RECYCLED. WHILE THERE MAY NOT BE A NETWORK AVAILABLE TO HANDLE THIS EFFORT AT PRESENT, WE WILL LOOK IN THE NEAR FUTURE TO SCRAP OR RECYCLE ALL DISPENSERS WHICH WILL NOT GO BACK INTO SERVICE. 1 4. FOLLOWING CONSTRUCTION ACTIVITIES GENERATING HAZARDOUS WASTE IN SITE STORAGE DRUMS, THE CONTRACTOR SHALL CONTACT BELSHIRE AT (949) 450 -1010 TO ARRANGE FOR DRUM PICK -UP AND DISPOSAL. FABRIC: ( Environmental Sampling Notes (By Environmental Consultant UPON REMOVAL OF PRODUCT PIPING, SOIL AND /OR GROUND WATER SAMPLES SHALL BE TAKEN. SOIL SAMPLES MAY ONLY BE COLLECTED IN APPROVED CONTAINERS WITH CAPS, TEFLON, AND LABELS. A SEALABLE COOLER, WITH A COOUNG MATERIAL MUST BE ON -SITE PRIOR TO THE START OF ANY SAMPLING. THE GOVERNING JURISDICTION'S REPRESENTATIVE MAY DIRECT ALL SOIL AND /OR WATER SAMPLING. AT A MINIMUM, SAMPLES SHALL BE TAKEN UNDER EACH DISPENSER, EVERY 20 FEET OF PRODUCT PIPING (SO AS TO INCLUDE FITTINGS, AT ENDS OF THE TANKS, AND FROM THE SIDEWALLS OF THE TANK BASIN) Af ENDS OF THE TANK(S). THE CHAIN OF CUSTODY WILL BE PREPARED AND SHALL ACCOMPANY THE SAMPLES TO A STATE CERTIFIED LABORATORY FOR TESTING. THE ANALYSES TO BE CONDUCTED, AS INDICATED ON THE CHAIN OF CUSTODY, ARE DICTATED BY THE STATE APPROVED METHODS FOR EACH SUBSTANCE WHICH WAS PREVIOUSLY STORED IN THE TANK(S). LABORATORY ANALYSES MUST OCCUR WITHIN THE ALLOWABLE HOLDING PERIOD. THE OFFICIAL WRITTEN REPORT OF THE ANALYTICAL RESULTS AND THE COMPLETED WHITE COPY OF THE CHAIN OF CUSTODY MUST BE SENT DIRECTLY FROM THE LABORATORY TO GOVERNING JURISDICTION DEPARTMENT WITHIN THIRTY (30) DAYS OF THE SAMPLING DATE. LABORATORY TESTING FOR PETROLEUM MATERIALS SUBSTANCE TEST METHOD GASOLINE DIESEL MOTOR /WASTE OIL CLOSURE /COMPLETION LETTER UPON SATISFACTORY COMPLETION OF THE ABOVE ACTIVITIES AND THE RECEIPT OF THE SEVEN ITEMS LISTED BELOW, A LETTER WILL BE ISSUED TO THE UST(S) OWNER(S) STATING THAT THE PROJECT HAS BEEN COMPLETED TO THE EXTENT OF THE GOVERNING JURISDICTION. HOWEVER AUTHORITY, THIS DOES NOT INCLUDE ANY CLEANUP ACTIVITIES WHICH MAY BE REQUIRED. THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE BP FIELD ENGINEER WITHIN THIRTY (30) DAYS OF THE CONCLUSION OF SAMPLING: 1. WHITE COPY OF CHAIN OF CUSTODY 2. LABORATORY RESULTS FOR ALL SAMPLES TESTED 3. DESTRUCTION CERTIFICATE FOR ALL TANKS AND PIPING 4. PHOTOCOPY OF ALL UNIFORM HAZARDOUS WASTE MANIFESTS USED AS LEFT SITE 5. PHOTOCOPY OF ALL UNIFORM HAZARDOUS WASTE MATERIALS USED SIGNED BY THE TSD 6. MARINE CHEMIST /INDUSTRIAL HYGIENIST CERTIFICATE 7. UNAUTHORIZED RELEASE REPORT (URR) Materials of Construction APPARENT OPENING SIZE (AOS): GRAB TENSILE STRENGTH: PUNCTURE STRENGTH: MULLEN BURST: TRAPEZOIDAL TEAR: WATER FLOW RATE: PERMEABILITY: DIMENSIONS: SKIRT: SOCK FILTER /SEPARATOR: Disposal Requirements CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS WTPH -G WI -D oer WTPH -Doer Erosion and Sediment Notes 1. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRE - CONSTRUCTION MEETING AT THE CITY (IF REQUIRED) TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES AND THE CITY REPRESENTATIVES. CONTACT ENGINEER, AT THE CITY TO SCHEDULE THE MEETING. THE CONTRACTOR IS RESPONSIBLE TO HAVE HIS SET OF PLANS AT THE MEETING. 2. AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH LIST" PREPARED BY THE CITY'S INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY. 3. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," (HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS) WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON CHAPTER, 1991 EDITION UNLESS SUPERSEDED OR AMENDED BY THE "CITY STANDARDS" FOR PUBLIC WORKS ENGINEERING AND CONSTRUCTION IN THE CITY. 4. A COPY OF THESE APPROVED PLANS AND APPLICABLE SPECIFICATIONS AND DETAILS SHALL BE ON SITE DURING CONSTRUCTION. 5. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE DEVELOPER'S ENGINEER AND THE CITY ENGINEER PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND /OR OMISSIONS ON THESE PLANS. 6. THE CONTRACTOR SHALL HAVE ALL UTILITIES VERIFIED ON THE GROJND PRIOR TO ANY CONSTRUCTION. CALL (800) 424 -5555 AT LEAST 48 HOURS IN ADVANCE. THE OWNER AND HIS ENGINEER SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT EXISTS. 7. ALL LIMITS OF DEMOLITION AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY LAND CLEARING AND /OR OTHER DEMOLITION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION AS DETERMINED BY THE CITY, UNTIL SUCH TIME THAT CLEARING AND/OR DEMOLITION IS COMPLETED AND THE POTENTIAL FOR 8 . ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, AND ADDITIONS TO THE EROSION AND SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. THE EROSION AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON THESE PLANS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SEDIMENTATION CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND /OR STORM DRAINAGE SYSTEMS. 10. APPROVAL OF THESE PLANS IS FOR DEMOLITION, EXCAVATION, GRADING, TEMPORARY DRAINAGE, EROSION AND SEDIMENTATION CONTROL ONLY. 11. ANY DISTURBED AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED OUTSIDE THE SPECIFIED TIME PERIOD WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY. 12. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTIES, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL FURTHER AGGRAVATE THE SITUATION, MUST CEASE AND THE OWNER /CONTRACTOR WILL IMMEDIATELY COMMENCE RESTORATION METHODS. RESTORATION ACTIVITY WILL CONTINUE UNTIL SUCH TIME AS THE AFFECTED PROPERTY OWNER IS SATISFIED. 13. DURING DEMOLITION, ALL EXISTING DRAINAGE STRUCTURES SHALL BE PROTECTED FROM SEDIMENTS. SEE DETAIL #1 THIS SHEET. NEEDLE PUNCHED NON -WOVEN GEOTEXTILE ULTRAVIOLET AND BIOLOGICAL DEGRADATION 80 US STANDARD SIEVE (0.180 MM) 200 LBS 130 LBS 400 PSI 85 LEIS 110 GPM /FT2 0.38 CM /SECOND 24"x36" 10 "D x24 "L NOT TO SCALE • refig4 • r V- ✓✓ ✓ ✓rr� INLET HANDLING STRAP Erosion Control Catch Basin Insert Environmental Consultant DELTA ENVIRONMENTAL 1200 112TH AVENUE N.E., SUITE C -210 BELLEVUE, WA 98004 (425) 450 -7726 CONTACT: BRYAN TAYLOR "141 1 W 8(710 MATERIAL. FABRIC IS RESISTANT TO AND A BROAD RANGE OF CHEMICALS. OVERFLOW PROTECTION r HANDUNG STRAP RECEn/ED CITY OF TUKWILA MAR 10 'cu& 5 PERMIT CENTER SEDIMENT COLLECTION REVIEWED FOR CODE COMPLIANCE Apoonisco APR 2 5 2005 City Of Tukyv,l (' I''� i ) ' iYait . G.+a14 DP.gSn w INSERT SHALL BE DIRT TRAP, ULTRA DRAINGAURD OR APPROVED EQUAL. SKIRT Ii I 0 tO In 0 0 0 0 4, v 0 a 0 0 1 1 7 Ali. lOr ARCO ell • WEST COAST PRODUCTS, LLC Ca/ Tol Fro. 1 (800) 424 -5555 TWO WORKING DAYS BEFORE YOU DIG 01'49'12" W PL =8.41' FENCE LINK CHAIN SCALE: 1" = 10' -O" EXIST. 2" F.G. SINGLE WALL PRODUCT PIPING TO BE REMOVED 2" OR 3" F.G. SINGLE WALL VAPOR RECOVERY PIPING TO BE REMOVED 2" F.G. SINGLE WALL VENT PIPING (REMOVE AS REQUIRED) STRAIGHTEN LIGHT POLE S 88'10'48" E 520'14'51 "W EX. STREET UGHT- UNDERGROUND GASOLINE TANK AND PIPJNGSITE PLAN NEW PLANTER CURB =1 PL 50.00' N 88'10'48" W PLa8.00' NEW TRASH ENCLOSURE PREM 0 REMOVE EX. LOW LEVEL UGHT& POLE EX. ARCO SIGN EX. AIR /WATER DISPENSER ANNULAR (TYP. 3) PARALLEL PARKING TO REMAIN EX. TELEPHONES EXIST LIGHT ./ENT RISERS EX. TRAFFIC SIGNAL . Piping Installation Notes Q EXISTING THREE 12,000 GALLON DOUBLE WALL FIBERGLASS TANKS TO REMAIN. TANKS TO BE RETROFITTED WITH NEW TURBINE AND FILL SIDE SUMPS. CONTRACTOR SHALL PAY FOR AND COORDINATE TANK COLLAR INSTALLATION BY THE TANK MANUFACTURER'S CERTIFIED INSTALLERS (XERYES). TANK SUMP INSTALLATION, INCLUDING BONDING TO TANK SUMP COLLAR SHALL BE BY CONTRACTOR PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO PROVIDE THE FOLLOWING ASSISTANCE & EQUIPMENT FOR TANK REPAIR TECHNICIAN: (1) MAN TO LEND SUPPORT AS NEEDED WHILE WORK IS BEING DONE. (1) LARGE COMPRESSOR '150 TO 180 CFM W /AIR HOSE. (2) LARGE FIRE EXTINGUISHERS. 'D EXISTING THREE (3) 4" DUALPOINT FILLS TO BE REMOVED. CONVERT TO CARB STAGE I EVR DUAL POIN I FILLS. INSTALL NEW STRAIGHT DROP TUBE. INSTALL NEW MANHOLE ACCESS COVER AT FILL AND STAGE I VAPOR LOCATION. INSTALL THREE (3) 3" DUAL POINT STAGE I VAPOR RECOVERY SWIVEL ADAPTERS AND CAPS. INSTALL NEW EXTRACTOR FITTINGS AND BALL FLOAT VALVES. THE EXISTING BUNG LOCATIONS ARE UNKNOWN. ASSUME THAT IT WILL REQUIRE THE INSTALLATION OF AN OFFSET VAPOR RETURN RISER TO MATCH UP WITH THE 16" ON CENTER SPILL CONTAINMENT MANHOLE. W THE THE OFFSET RISER IS INSTALLED, ACCESS TO THE BALL VALVE MUST STILL BE PROVIDED. SEE DWG M.5.9.23 FOR PIPING DETAILS. Q EXISTING 1 -1/2 HP STANDARD TURBINES AT 87 & 92 OCTANE TANKS TO BE REMOVED. INSTALL (3) NEW 2 HP VARIABLE SPEED TURBINE FOR BOTH 87 AND 92 OCTANE TANKS. SEE DWG M.5.9.15 FOR DETAILS. Q INSTALL 3" SINGLE WALL STAGE II VAPOR RECOVERY LINE FOR "BALANCE" VAPOR RECOVERY SYSTEM. SLOPE 1 /8" PER FOOT MINIMUM TO TANKS. SEE DWGS M.5.3.5 & M.5.9.15 FOR PIPING DETAILS. Q INSTALL FOUR (4) 1 1/2" FLEXIBLE ENVIRON DOUBLE WALL PRODUCT LINES. SLOPE 1/8" PER FOOT MINIMUM TO TANKS. PIPING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION AND INSTRUCTIONS. SEE DWG M.5.3.5 & M.5.9.15 FOR DETAILS. 6 , INSTALL THREE (3) 2" SINGLE WALL FIBERGLASS VENT LINES FROM TANKS TO EXISTING LOCATION. INSTALL NEW VENT RISERS. SLOPE 1/8" PER FOOT MINIMUM TO TANKS. SEE DWG M.5.3.5 & M.5.9.15 FOR PIPING DETAILS. CONTRACTOR TO VERIFY THAT TANK VENT IS A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY LINE THAT CAN BE BUILT UPON. VENT RISER SHALL BE INSTALLED IN ACCORDANCE WITH UNIFORM FIRE CODE REQUIREMENTS. REPLACE VENT CAP. SEE DWG G.0.5 FOR INSTALLATION DETAILS. INSTALL BALL FLOAT VALVE /EXTRACTOR ASSEMBLY FOR VENT & STAGE II VAPOR RECOVERY. SEE DWG M.5.9.15 FOR DETAILS. INSTALL 3" DIA. DOUBLE WALL ACTIVE SIPHON BETWEEN 87 OCTANE TANKS AS SHOWN. SEE DWG M.5.9.24 FOR DETAILS. INSTALL 2" DIA. DOUBLE WALL CROSS CONNECTION FLEX PIPING BETWEEN BETWEEN 87 OCTANE TANKS AS SHOWN. SEE DWG M.5.9.15 FOR DETAILS. CONTRACTOR TO INSTALL (6) NEW WAYNE OVATION 812 SINGLE HOSE PER SIDE, BLENDING MULTI-PRODUCT DISPENSERS AS SHOWN. DISPENSERS TO BE FITTED WITH NEW BALANCE STAGE II HOSES AND NOZZLES, BREAKAWAY VALVES AND UNDER DISPENSER CONTAINMENT INCLUDING PRODUCT AND VAPOR SHEAR VALVES. SEE DWG M.5.9.36 FOR MOUNTING AND PIPING DETAILS. 12 ALL NEW PIPING AND TANK SUMPS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL USE FLEXIBLE CONNECTORS FROM THE TANK SUMP TO THE VAPOR RECOVERY MANIFOLD, MAIN PRODUCT LINES AND SIPHON PIPING OR SHALL PROVIDE AT LEAST 4 FEET OF STRAIGHT FRP PIPE RUN BEFORE A CHANGE OF DIRECTION OF MORE THAN 30 DEGREES. 13 CONTRACTOR TO REPLACE ALL DISPENSER FILTERS FOLLOWING START -UP. Electrical Installation Notes INSTALL NEW AND MODIFY EXISTING ELECTRICAL SYSTEM AS NECESSARY TO PROVIDE ELECTRICAL SYSTEMS AS CALLED FOR AND DETAILED. INSTALL NEW ELECTRICAL EQUIPMENT 'N EXISTING ELECTRICAL AREA /ROOM PER MANUFACTURER'S INSTRUCTIONS. SEE ELECTRICAL DRAWINGS. INSTALL NEW FE PETRO TURBINE CONTROLLERS IN BUILD.NG FOR EACH TURBINE. CONTRACTOR SHALL RUN NEW CONDUITS TO NEW TURBINE LOCATIONS PULL NEW WIRE FROM PANEL BOARD TO SERVE NEW TURBINE. CHECK CIRCUIT BREAKERS IN PANEL FOR LOAD SERVICEABILITY FOR NEW TURBINE, REPLACE IF NEEDED. SEE CIRCUIT DIAGRAM ON E1 -2 AND WIRING DIAGRAM ON E2 -2. CONTRACTOR SHALL RUN NEW CONDUITS TO WAYNE DISPENSERS. REMOVE ALL WIRING BACK TO PANEL. INSTALL NEW CIRCUIT BREAKERS IN PANEL. NOTE THAT EXISTING CONDUIT LOCATIONS ARE ASSUMED. PROVIDE SEPARATE EXCLUSIVE CONDUITS FOR 1.) DISPENSER POWER & COMMUNICATION 2.) INTERCOM AND 3.) DISPENSER MONITORING. SEE DWG ES1 -2 FOR PANEL SCHEDULE & DWG E2 -2 FOR WIRING DIAGRAMS. 16 INSTALL NEW "VEEDER ROOT" TLS -350 TANK AND LINE ALARM CONTROL PANEL CONDUIT FOR THE ENTIRE SYSTEM. SEE DRAWING E2 -2 FOR LEAK DETECTION 17 INSTALL THREE (3) NEW VEEDER ROOT ANNULAR SPACE MONITOR PROBES. SEE RISER AND MANWAY FOR ANNULAR SPACE OPENING ON TURBINE SIDE OF TANK 18 INSTALL NEW TANK LEVEL GAUGES. SEE DETAIL #3 ON CWG. E2 -3. 19 INSTALL OVERFILL ALARM & ACKNOWLEDGMENT AS SHOWN. ALARM AND SWITCH TO BE LOCATED TO PROVIDE AN UNOBSTRUCTED VIEW TO TRUCK DRIVER. PROVIDE BOLLARD PROTECTION OF FREE STANDING POLE. SEE WIRING DIAGRAM ON SHEET [2-2. SEE DETAIL #5 ON DWG. E2 -3 FOR MOUNTING REQUIREMENTS. Q LINES TO BE EQUIPPED WITH LIQUID LEAK MONITOR SENSOR IN TURBINE, FILL, AND DISPENSER SUMPS ALL WIRED FOR TURBINE SHUTDOWN. 21 INSTALL NEW POWERBOX SOLUTIONS DISPENSER MANAGER PER SHEET E2 -2. 22 INSTALL STATIC GROUNDING TO EXISTING TANKS PER DETAILS ON DWG G.0.7. Q CONTRACTOR TO REPLACE EXISTING EMERGENCY SHUTDOWN SWITCHES (E.S.O.) WITH NEW ONES AT SALES COUNTER (INCLUDING RESET) AND ALSO AT BUILDING EXTERIOR. CONTRACTOR TO VERIFY THAT EMERGENCY SHUTDOWN SWITCHES ARE WIRED TO SHUT DOWN BOTH TURBINES AND DISPENSERS. REWIRE TO DISPENSER MANAGER PER E2 -2. Q CONTRACTOR SHALL RUN (3) NEW 1" CONDUITS TO NEW CAMERAS. ASSIST SECURITY VENDOR IN PULLING CABLES MACHINES AND LOOP TO EACH COLUMN FOR FUTURE PIC TO RUN WIRING TO ALL CANOPY UGHT FIXTURES. LIGHT Concrete /Miscellaneous Notes IN BUILDING. INSTALL ALL NEW 1" AND DISPENSER WIRING DIAGRAM. DETAIL #4 ON DWG E2 -3. INSTALL. IF EXISTING. CANOPY COLUMN(S) FOR SIGNAGE, LIGHTING AND SECURITY IF REQUIRED. INSTALL (4) 3/4" CONDUITS FOR PIC ADDITIONS. SEE DWG ES1 -1 FOR DETAILS. CONTRACTOR FIXTURES TO BE MOUNTED BY CANOPY CONTRACTOR. Q INSTALL NEW 7" REINFORCED CONCRETE SLAB OVER TANKS AS SHOWN. SET MANHOLE COVERS 1-1/2" ABOVE SLAB. INSTALL DRIVE SLAB AND PUMP ISLANDS AS INDICATED. MATCH EXISTING SITE ELEVATIONS AND GRADES WITH NEW CONCRETE. RELOCATE OR MAINTAIN ISLAND DRAINS AS REQUIRED BY SITE CONDITIONS. THE NEW DRIVE SLAB WILL HAVE WIRE MESH REINFORCEMENT. ® REINSTALL (2) EXISTING PAYMENT ISLAND CASHIERS (PIC UNITS) AND BOLLARDS IN NEW LOCATIONAS AS SHOWN. PROTECT FOLLOWING REMOVAL DURING CONSTRUCTION SEE DISPENSER /P'C WIRING DIAGRAM. START UP BY MANUFACTURERS REPRESENTATIVE. START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. PAINT EXISTING P.I.C. BOLLARDS. SEE DRAWING CA2 -1 FOR DETAILS. c INSTALL (4) NEW U- SHAPED BOLLARDS AT NEW PUMP ISLANDS AS SHOWN. ALL BOLLARDS ON SITE SHALL BE PAINTED PER BD SPECIFICATIONS (SEE SHEET 0.0.5 FOR DETAILS). PATCH AND REPAIR ALL AFFECTED ASPHALT ON THE SITE INCLUDING MARKED AREAS SHOWN ON THE PLAN AS DIRECTED BY BP FIELD ENGINEER. RE- STRIPE ENTIRE SITE. PROVIDE ALTERNATE BID FOR REPAIR WORK AS SHOWN. c CLEAN UP: WASH DOWN THE ENTIRE CONSTRUCTION AREA INCLUDING CANOPY, BUILDING, TRASH ENCLOSURE. SIGNAGE AND LOT. WIPE CLEAN DISPENSERS, PIC UNITS, ISLAND SIGNS, COLUMNS AND EQUIPMENT. CLEAN OUT ALL STORM DRAINS AND PIPING FOLLOWING CONSTRUCTION. ® PAINT ISLAND FORMS, TANK SLAB STEEL COVERS AND FRAMES AND ALL ON -SITE BOLLARDS PER BP SPECIFICATIONS. (SEE T1-1) SIGNAGE: COORDINATE THE REPLACEMENT OF SIGNAGE BY BP CONTRACTOR UNDER SEPARATE PERMITS FOR CANOPY FASCIA, MID SIGN, DISPENSER VALENCE AND GRAPHICS, AND BUILDING SIGNS. SPARK SIGN LOCATIONS NOT IDENTIFIED AND ARE TO BE DETERMINED IN BP DESIGNATED SIGN INSTALLER. BP Maintenance Notes THE FOLLOWING ITEMS ARE TO BE BID SEPARATELY AND COORDINATED WITH CHRIS MOUL, BP AREA mAY 2 4 Z MAINTENANCE MANAGER. 0 LANDSCAPING: INSTALL NEW LANDSCAPING FOR CLOSED CURB CUT AREA PER CITY STANDARDS. Ct3EN T ALLIANCE MANAGER, AGENT FOR BP: Bovis Lend Lease GIobalAlliari e 4 C NTERPOINTE DRIVE u PkMA CA 90823 NATIONAL SITE ADAPT CONSULTANT: GHav TA LAND PLANNING AND DESIGN SPECIALISTS N G E N G �� i 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 N0 . DATE REVISION DESCRIPflQN 3/4/06 DESwN RENEW 4/12/05 FINAL CITY COMMENTS �� 5/05, /05 CONSTRUCTION RELEASE Q Q 6/18/35 REVISE T.E. LOCATION SEAL S. G � P o f wAs y, 6 � N = i � � 9 28527 c�0 Ff / � S t E� � �' N A L 1 EXPIRES 01 -07 -05 CONFIDQ�ITIAUTY STATEMENT: T REC. E' Y '- S_ ya q &-: •�:�PSTANOSIMIIT COPYRIGHT IN THE MATERIALS IS OM+ED V P. ANC ALSO. THE MATERIALS CONTAIN PRM.EDOED ARC CCNFIOENTIAL lUS MiORMATION Of AP ACCD1rI Y, THE RECIPIENT AGREES TO RETAIN 'HESE MATERIALS M STET CONFIDENCE AND AGREES NOT TO OISQO6f THESE uA1ERIALS TO ANY OTTER 'ART' A}0 FURTHER AGREES NGT 10 MAKE COPIES OF THE vATE1tlN THE RECIPIENT A TO USE THE MATERIALS ONLY FOR THE Jo TED p RPOSE . M4iiCH P HAS MAO( THE MATERIALS A� JLABLE. ANC RECIPIENT AGREES TO RETURN ALL UATE1t1ALS TO 9P EITHER UPON COMPLETION OF 1HE '''ENDED PURPOSE OR UPON THE REQUEST CF !'. •4CIIEvEIt COMES mist DEVELOPMENT INFORMATION: UNDERGROUND STORAGE TANK STANDARDS ELEMENT TPO1 V-6 2004 SERIES AMERICAN STANDARDS 9 It ADDRESS: 15252 Pacific Hwy. So. @ 154th St. Tukwila, Washington 98188 FAC #5515 OE cD 61*: aec �N tJANCE ZION OEM 8T. DHG SP REM DRAWN BY SR/ ALLIANCE P1: _ voeSl 4: V6.0 PROJECT NO: 3/1 /04 BCE #2369 DRAWING 1711.: UNDERGROUND TANK & PIPING INSTALLATION PLAN MEET NO • • 2 r • T L -^ N 'NJ Q D i n . E 1 3 X n • WEST COAST PRODUCTS, LLC Ca/ Tol Fro. 1 (800) 424 -5555 TWO WORKING DAYS BEFORE YOU DIG 01'49'12" W PL =8.41' FENCE LINK CHAIN SCALE: 1" = 10' -O" EXIST. 2" F.G. SINGLE WALL PRODUCT PIPING TO BE REMOVED 2" OR 3" F.G. SINGLE WALL VAPOR RECOVERY PIPING TO BE REMOVED 2" F.G. SINGLE WALL VENT PIPING (REMOVE AS REQUIRED) STRAIGHTEN LIGHT POLE S 88'10'48" E 520'14'51 "W EX. STREET UGHT- UNDERGROUND GASOLINE TANK AND PIPJNGSITE PLAN NEW PLANTER CURB =1 PL 50.00' N 88'10'48" W PLa8.00' NEW TRASH ENCLOSURE PREM 0 REMOVE EX. LOW LEVEL UGHT& POLE EX. ARCO SIGN EX. AIR /WATER DISPENSER ANNULAR (TYP. 3) PARALLEL PARKING TO REMAIN EX. TELEPHONES EXIST LIGHT ./ENT RISERS EX. TRAFFIC SIGNAL . Piping Installation Notes Q EXISTING THREE 12,000 GALLON DOUBLE WALL FIBERGLASS TANKS TO REMAIN. TANKS TO BE RETROFITTED WITH NEW TURBINE AND FILL SIDE SUMPS. CONTRACTOR SHALL PAY FOR AND COORDINATE TANK COLLAR INSTALLATION BY THE TANK MANUFACTURER'S CERTIFIED INSTALLERS (XERYES). TANK SUMP INSTALLATION, INCLUDING BONDING TO TANK SUMP COLLAR SHALL BE BY CONTRACTOR PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR TO PROVIDE THE FOLLOWING ASSISTANCE & EQUIPMENT FOR TANK REPAIR TECHNICIAN: (1) MAN TO LEND SUPPORT AS NEEDED WHILE WORK IS BEING DONE. (1) LARGE COMPRESSOR '150 TO 180 CFM W /AIR HOSE. (2) LARGE FIRE EXTINGUISHERS. 'D EXISTING THREE (3) 4" DUALPOINT FILLS TO BE REMOVED. CONVERT TO CARB STAGE I EVR DUAL POIN I FILLS. INSTALL NEW STRAIGHT DROP TUBE. INSTALL NEW MANHOLE ACCESS COVER AT FILL AND STAGE I VAPOR LOCATION. INSTALL THREE (3) 3" DUAL POINT STAGE I VAPOR RECOVERY SWIVEL ADAPTERS AND CAPS. INSTALL NEW EXTRACTOR FITTINGS AND BALL FLOAT VALVES. THE EXISTING BUNG LOCATIONS ARE UNKNOWN. ASSUME THAT IT WILL REQUIRE THE INSTALLATION OF AN OFFSET VAPOR RETURN RISER TO MATCH UP WITH THE 16" ON CENTER SPILL CONTAINMENT MANHOLE. W THE THE OFFSET RISER IS INSTALLED, ACCESS TO THE BALL VALVE MUST STILL BE PROVIDED. SEE DWG M.5.9.23 FOR PIPING DETAILS. Q EXISTING 1 -1/2 HP STANDARD TURBINES AT 87 & 92 OCTANE TANKS TO BE REMOVED. INSTALL (3) NEW 2 HP VARIABLE SPEED TURBINE FOR BOTH 87 AND 92 OCTANE TANKS. SEE DWG M.5.9.15 FOR DETAILS. Q INSTALL 3" SINGLE WALL STAGE II VAPOR RECOVERY LINE FOR "BALANCE" VAPOR RECOVERY SYSTEM. SLOPE 1 /8" PER FOOT MINIMUM TO TANKS. SEE DWGS M.5.3.5 & M.5.9.15 FOR PIPING DETAILS. Q INSTALL FOUR (4) 1 1/2" FLEXIBLE ENVIRON DOUBLE WALL PRODUCT LINES. SLOPE 1/8" PER FOOT MINIMUM TO TANKS. PIPING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION AND INSTRUCTIONS. SEE DWG M.5.3.5 & M.5.9.15 FOR DETAILS. 6 , INSTALL THREE (3) 2" SINGLE WALL FIBERGLASS VENT LINES FROM TANKS TO EXISTING LOCATION. INSTALL NEW VENT RISERS. SLOPE 1/8" PER FOOT MINIMUM TO TANKS. SEE DWG M.5.3.5 & M.5.9.15 FOR PIPING DETAILS. CONTRACTOR TO VERIFY THAT TANK VENT IS A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY LINE THAT CAN BE BUILT UPON. VENT RISER SHALL BE INSTALLED IN ACCORDANCE WITH UNIFORM FIRE CODE REQUIREMENTS. REPLACE VENT CAP. SEE DWG G.0.5 FOR INSTALLATION DETAILS. INSTALL BALL FLOAT VALVE /EXTRACTOR ASSEMBLY FOR VENT & STAGE II VAPOR RECOVERY. SEE DWG M.5.9.15 FOR DETAILS. INSTALL 3" DIA. DOUBLE WALL ACTIVE SIPHON BETWEEN 87 OCTANE TANKS AS SHOWN. SEE DWG M.5.9.24 FOR DETAILS. INSTALL 2" DIA. DOUBLE WALL CROSS CONNECTION FLEX PIPING BETWEEN BETWEEN 87 OCTANE TANKS AS SHOWN. SEE DWG M.5.9.15 FOR DETAILS. CONTRACTOR TO INSTALL (6) NEW WAYNE OVATION 812 SINGLE HOSE PER SIDE, BLENDING MULTI-PRODUCT DISPENSERS AS SHOWN. DISPENSERS TO BE FITTED WITH NEW BALANCE STAGE II HOSES AND NOZZLES, BREAKAWAY VALVES AND UNDER DISPENSER CONTAINMENT INCLUDING PRODUCT AND VAPOR SHEAR VALVES. SEE DWG M.5.9.36 FOR MOUNTING AND PIPING DETAILS. 12 ALL NEW PIPING AND TANK SUMPS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL USE FLEXIBLE CONNECTORS FROM THE TANK SUMP TO THE VAPOR RECOVERY MANIFOLD, MAIN PRODUCT LINES AND SIPHON PIPING OR SHALL PROVIDE AT LEAST 4 FEET OF STRAIGHT FRP PIPE RUN BEFORE A CHANGE OF DIRECTION OF MORE THAN 30 DEGREES. 13 CONTRACTOR TO REPLACE ALL DISPENSER FILTERS FOLLOWING START -UP. Electrical Installation Notes INSTALL NEW AND MODIFY EXISTING ELECTRICAL SYSTEM AS NECESSARY TO PROVIDE ELECTRICAL SYSTEMS AS CALLED FOR AND DETAILED. INSTALL NEW ELECTRICAL EQUIPMENT 'N EXISTING ELECTRICAL AREA /ROOM PER MANUFACTURER'S INSTRUCTIONS. SEE ELECTRICAL DRAWINGS. INSTALL NEW FE PETRO TURBINE CONTROLLERS IN BUILD.NG FOR EACH TURBINE. CONTRACTOR SHALL RUN NEW CONDUITS TO NEW TURBINE LOCATIONS PULL NEW WIRE FROM PANEL BOARD TO SERVE NEW TURBINE. CHECK CIRCUIT BREAKERS IN PANEL FOR LOAD SERVICEABILITY FOR NEW TURBINE, REPLACE IF NEEDED. SEE CIRCUIT DIAGRAM ON E1 -2 AND WIRING DIAGRAM ON E2 -2. CONTRACTOR SHALL RUN NEW CONDUITS TO WAYNE DISPENSERS. REMOVE ALL WIRING BACK TO PANEL. INSTALL NEW CIRCUIT BREAKERS IN PANEL. NOTE THAT EXISTING CONDUIT LOCATIONS ARE ASSUMED. PROVIDE SEPARATE EXCLUSIVE CONDUITS FOR 1.) DISPENSER POWER & COMMUNICATION 2.) INTERCOM AND 3.) DISPENSER MONITORING. SEE DWG ES1 -2 FOR PANEL SCHEDULE & DWG E2 -2 FOR WIRING DIAGRAMS. 16 INSTALL NEW "VEEDER ROOT" TLS -350 TANK AND LINE ALARM CONTROL PANEL CONDUIT FOR THE ENTIRE SYSTEM. SEE DRAWING E2 -2 FOR LEAK DETECTION 17 INSTALL THREE (3) NEW VEEDER ROOT ANNULAR SPACE MONITOR PROBES. SEE RISER AND MANWAY FOR ANNULAR SPACE OPENING ON TURBINE SIDE OF TANK 18 INSTALL NEW TANK LEVEL GAUGES. SEE DETAIL #3 ON CWG. E2 -3. 19 INSTALL OVERFILL ALARM & ACKNOWLEDGMENT AS SHOWN. ALARM AND SWITCH TO BE LOCATED TO PROVIDE AN UNOBSTRUCTED VIEW TO TRUCK DRIVER. PROVIDE BOLLARD PROTECTION OF FREE STANDING POLE. SEE WIRING DIAGRAM ON SHEET [2-2. SEE DETAIL #5 ON DWG. E2 -3 FOR MOUNTING REQUIREMENTS. Q LINES TO BE EQUIPPED WITH LIQUID LEAK MONITOR SENSOR IN TURBINE, FILL, AND DISPENSER SUMPS ALL WIRED FOR TURBINE SHUTDOWN. 21 INSTALL NEW POWERBOX SOLUTIONS DISPENSER MANAGER PER SHEET E2 -2. 22 INSTALL STATIC GROUNDING TO EXISTING TANKS PER DETAILS ON DWG G.0.7. Q CONTRACTOR TO REPLACE EXISTING EMERGENCY SHUTDOWN SWITCHES (E.S.O.) WITH NEW ONES AT SALES COUNTER (INCLUDING RESET) AND ALSO AT BUILDING EXTERIOR. CONTRACTOR TO VERIFY THAT EMERGENCY SHUTDOWN SWITCHES ARE WIRED TO SHUT DOWN BOTH TURBINES AND DISPENSERS. REWIRE TO DISPENSER MANAGER PER E2 -2. Q CONTRACTOR SHALL RUN (3) NEW 1" CONDUITS TO NEW CAMERAS. ASSIST SECURITY VENDOR IN PULLING CABLES MACHINES AND LOOP TO EACH COLUMN FOR FUTURE PIC TO RUN WIRING TO ALL CANOPY UGHT FIXTURES. LIGHT Concrete /Miscellaneous Notes IN BUILDING. INSTALL ALL NEW 1" AND DISPENSER WIRING DIAGRAM. DETAIL #4 ON DWG E2 -3. INSTALL. IF EXISTING. CANOPY COLUMN(S) FOR SIGNAGE, LIGHTING AND SECURITY IF REQUIRED. INSTALL (4) 3/4" CONDUITS FOR PIC ADDITIONS. SEE DWG ES1 -1 FOR DETAILS. CONTRACTOR FIXTURES TO BE MOUNTED BY CANOPY CONTRACTOR. Q INSTALL NEW 7" REINFORCED CONCRETE SLAB OVER TANKS AS SHOWN. SET MANHOLE COVERS 1-1/2" ABOVE SLAB. INSTALL DRIVE SLAB AND PUMP ISLANDS AS INDICATED. MATCH EXISTING SITE ELEVATIONS AND GRADES WITH NEW CONCRETE. RELOCATE OR MAINTAIN ISLAND DRAINS AS REQUIRED BY SITE CONDITIONS. THE NEW DRIVE SLAB WILL HAVE WIRE MESH REINFORCEMENT. ® REINSTALL (2) EXISTING PAYMENT ISLAND CASHIERS (PIC UNITS) AND BOLLARDS IN NEW LOCATIONAS AS SHOWN. PROTECT FOLLOWING REMOVAL DURING CONSTRUCTION SEE DISPENSER /P'C WIRING DIAGRAM. START UP BY MANUFACTURERS REPRESENTATIVE. START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. PAINT EXISTING P.I.C. BOLLARDS. SEE DRAWING CA2 -1 FOR DETAILS. c INSTALL (4) NEW U- SHAPED BOLLARDS AT NEW PUMP ISLANDS AS SHOWN. ALL BOLLARDS ON SITE SHALL BE PAINTED PER BD SPECIFICATIONS (SEE SHEET 0.0.5 FOR DETAILS). PATCH AND REPAIR ALL AFFECTED ASPHALT ON THE SITE INCLUDING MARKED AREAS SHOWN ON THE PLAN AS DIRECTED BY BP FIELD ENGINEER. RE- STRIPE ENTIRE SITE. PROVIDE ALTERNATE BID FOR REPAIR WORK AS SHOWN. c CLEAN UP: WASH DOWN THE ENTIRE CONSTRUCTION AREA INCLUDING CANOPY, BUILDING, TRASH ENCLOSURE. SIGNAGE AND LOT. WIPE CLEAN DISPENSERS, PIC UNITS, ISLAND SIGNS, COLUMNS AND EQUIPMENT. CLEAN OUT ALL STORM DRAINS AND PIPING FOLLOWING CONSTRUCTION. ® PAINT ISLAND FORMS, TANK SLAB STEEL COVERS AND FRAMES AND ALL ON -SITE BOLLARDS PER BP SPECIFICATIONS. (SEE T1-1) SIGNAGE: COORDINATE THE REPLACEMENT OF SIGNAGE BY BP CONTRACTOR UNDER SEPARATE PERMITS FOR CANOPY FASCIA, MID SIGN, DISPENSER VALENCE AND GRAPHICS, AND BUILDING SIGNS. SPARK SIGN LOCATIONS NOT IDENTIFIED AND ARE TO BE DETERMINED IN BP DESIGNATED SIGN INSTALLER. BP Maintenance Notes THE FOLLOWING ITEMS ARE TO BE BID SEPARATELY AND COORDINATED WITH CHRIS MOUL, BP AREA mAY 2 4 Z MAINTENANCE MANAGER. 0 LANDSCAPING: INSTALL NEW LANDSCAPING FOR CLOSED CURB CUT AREA PER CITY STANDARDS. Ct3EN T ALLIANCE MANAGER, AGENT FOR BP: Bovis Lend Lease GIobalAlliari e 4 C NTERPOINTE DRIVE u PkMA CA 90823 NATIONAL SITE ADAPT CONSULTANT: GHav TA LAND PLANNING AND DESIGN SPECIALISTS N G E N G �� i 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 N0 . DATE REVISION DESCRIPflQN 3/4/06 DESwN RENEW 4/12/05 FINAL CITY COMMENTS �� 5/05, /05 CONSTRUCTION RELEASE Q Q 6/18/35 REVISE T.E. LOCATION SEAL S. G � P o f wAs y, 6 � N = i � � 9 28527 c�0 Ff / � S t E� � �' N A L 1 EXPIRES 01 -07 -05 CONFIDQ�ITIAUTY STATEMENT: T REC. E' Y '- S_ ya q &-: •�:�PSTANOSIMIIT COPYRIGHT IN THE MATERIALS IS OM+ED V P. ANC ALSO. THE MATERIALS CONTAIN PRM.EDOED ARC CCNFIOENTIAL lUS MiORMATION Of AP ACCD1rI Y, THE RECIPIENT AGREES TO RETAIN 'HESE MATERIALS M STET CONFIDENCE AND AGREES NOT TO OISQO6f THESE uA1ERIALS TO ANY OTTER 'ART' A}0 FURTHER AGREES NGT 10 MAKE COPIES OF THE vATE1tlN THE RECIPIENT A TO USE THE MATERIALS ONLY FOR THE Jo TED p RPOSE . M4iiCH P HAS MAO( THE MATERIALS A� JLABLE. ANC RECIPIENT AGREES TO RETURN ALL UATE1t1ALS TO 9P EITHER UPON COMPLETION OF 1HE '''ENDED PURPOSE OR UPON THE REQUEST CF !'. •4CIIEvEIt COMES mist DEVELOPMENT INFORMATION: UNDERGROUND STORAGE TANK STANDARDS ELEMENT TPO1 V-6 2004 SERIES AMERICAN STANDARDS 9 It ADDRESS: 15252 Pacific Hwy. So. @ 154th St. Tukwila, Washington 98188 FAC #5515 OE cD 61*: aec �N tJANCE ZION OEM 8T. DHG SP REM DRAWN BY SR/ ALLIANCE P1: _ voeSl 4: V6.0 PROJECT NO: 3/1 /04 BCE #2369 DRAWING 1711.: UNDERGROUND TANK & PIPING INSTALLATION PLAN MEET NO • • 2 r • T L -^ N 'NJ Q D i n . E 1 3 X n CLEAT: .411k. llor ARCO • WEST COAST PNOOUCI'A LLC ALUANCE MANAGER. AGENT FOR SP: B ovus Land Uwe GlobalAlliance 4 CEI1T1:1Mi011NTE OIINE U1PKSA,CAIII! NATIONAL SITE ADAPT CONSULTANT: GHAI/ 1► s V 0 _ .2t iate, A' i i.'�ii► 0 � 7117 O 1. /� ^\ dt or ENGV 'LAND PLANNING AND DESIGN SPECI*USTS' 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 NO DATE RENSION DESCRIPTION 3/4/06 DESIGN REVIEW A 6 0 A A ,L A' A A SEAL 1 `( S ' CR C/ H o f IIAsy �d ti =4 o : 9 9 �� #4:r P 285270 I S T E %�' O L E� EXPIRES 01 -07 -Odd CannalaWLSTAIENUIL THE RECIPIENT OF THESE MATERIALS UNDERSTANDS NAT COPYRIGHT IN THE MATERIALS IS ORNED BY OP. AND ALSO. THAT THE MATERIALS CONTAIN PRIVXFDGED AND CONFIDENTIAL BUSINESS RNFORMATTON OF SP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MADE COPIES OF THE MATERIALS. THE RECPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR *RCN BP HAS MADE THE MATERIALS AVAILABLE. AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP ENTER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST Cr BP. 1M•IIC►+EVER COMES FIRST DEVELOPMENT INFORMATION: I UNDERGROUND STORAGE TANK STANDARDS ELEMENT TPO1 V-6 2004 SERIES AMERICAN STANDARDS SITE ADDRESS: 15252 Pacific Hwy. So. @ 154th St. Tukwila, Washington 96188 FAC *5515 DE9CIED R. MK ALUNIX MIL OWED In': MK IP REP* DS atAN1N BY: ORS ALi1NICE PNt veriotRt V6.0 3/i/04 PROJECT NO: BCE *2369 DRAWING; 111LE: TANK AND PIPING SCOPE OF WORK AND GENERAL NOTES t1OF2) 'WET NQ G.0.2.1 gEN ERAL: SCOPE OF WORK: UNLESS SPECIFIED OTHERWISE ON THESE DRAWINGS. THE GENERAL CONTRACTOR SHALL FURNISH ALL WORK AND MATERIALS TO COMPLETE THE INSTALLATION OF THE SYSTEMS AND EQUIPMENT SHOWN IN THESE DRAWINGS AND AS REQUIRED BY PROJECT DOCUMENTS PROVIDED TO THE CONTRACTOR. WHERE THESE DRAWINGS DIFFER FROM LOCAL REGULATIONS, LOCAL REGULATIONS WILL SUPERSEDE THESE DRAWINGS IF THEY ARE MORE STRINGENT. NOTE THESE GUIDEUNES APPLY ONLY TO UNDERGROUND STORAGE TANKS AND PRODUCT PIPING. REFER TO BALANCE OF SITE SPECIFIC DOCUMENTS/ DRAWINGS FOR SPECIFICATIONS REGARDING CONCRETE /ASPHALT INSTALLATION, ELECTRICAL REQUIREMENTS. AND SANITARY & STORM SEWERS INSTALLATION . * ** WHERE MULTIPLE VERSIONS OF THE SAME SHEET EXIST, INSERT * ** THE SHEET APPROPRIATE FOR THE SPECIFIC STATION LAYOUT. ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LINES, ELEVATIONS AND EQUIPMENT LOCATIONS ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNERS ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. ALL REQUESTS TO ADD, DELETE, OR SUBSTITUTE MATERIAL AND EQUIPMENT SHOWN ON THESE DRAWINGS MUST BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE OR His AGENT, THE BP -BOVIS GLOBAL ALLIANCE PROJECT MANAGER, IN CHARGE OF THE PROJECT. ALL CHANGES MUST BE REVIEWED WITH THE MARKETING FUELS MANAGER. THE CONTRACTOR IS REQUIRED TO FURNISH AS -BUILT DRAWINGS TO LOCATE TANKS AND PIPING AS INSTALLED AFTER THE COMPLETION OF THE PROJECT. ( 1) TANK INSTALLATION: STANDARD: CONTRACTOR TO INSTALL DOUBLE WALL FIBERGLASS TANKS WITH COMPLETE " VEEDER ROOT" TLS -350 TANK AND PIPING MONITORING AND ALARM SYSTEM. TANKS TO BE SET MIN. 48" BELOW FINISH GRADE. SEE SITE SPECIFIC INSTALLATION DETAILS FOR TANK SIZES AND LOCATIONS. GENERAL CONTRACTOR SHALL PROVIDE 72 HOUR NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK INSTALLATION. NYC VARIANT: INSTALL TOP AND BOTTOM SLAB AND SLAB PIER SUPPORT SYSTEM PER NYC STANDARDS. ARCO BRANDED VARIANT: DUAL FILLS AND STAGE 1 VAPOR RETURNS TO BE INSTALLED ON 20,000 GALLON TANK ONLY. TANK SIZING GUIDELINES: SPECIFIC BUSINESS UNIT TANK SIZE REQUIREMENTS ARE RECOMMENDED. TANK S'ZING MODELS CAN BE RUN BY CONTACTING FUEL SYSTEM DESIGN MANAGER - AMERICAS. LOCATION OF TANKS AND ASSOCIATED EQUIPMENT ON PROPERTY: FINAL FACIUTY EQUIPMENT LOCATIONS INCLUDING PLACEMENT AND ORIENTATION OF TANKS, EMERGENCY SHUTOFF SWITCHES, OVERFILL ALARMS (IF PRESENT) TO BE APPROVED BY BP DISTRIBUTION PRIOR TO SUBMITTAL FOR PERMITS TO ENSURE CLEAR AND SAFE ACCESS TO THE UNDERGROUND TANKS FOR UNLOADING OPERATIONS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING APPROVED TANK AND EQUIPMENT LOCATIONS HAS BEEN DOCUMENTED W/ BP DISTRIBUTION. THE SITE ENGINEER AND /OR OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP -BOVIS GLOBAL ALLIANCE PROJECT MANAGER PRIOR TO THE COMMENCEMENT OF WORK. TANKS; SHALL BE UNDERWRITERS LABORATORY APPROVED LISTED FOR THE UNDERGROUND STORAGE OF ALL FLAMMABLE AND COMBUSTIBLE MOTOR FUELS AS CALLED FOR ON THE SITE SPECIFIC DRAWINC 'Xi AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND SHALL BE DOUBLE WALL TANKS OF FIBERGLASS REINFORCED PLASTIC (FRP) AS MANUFACTURED BY CONTAINMENT SOLUTIONS, INC. INSTALLATION OF TANKS AND PIPING SHALL BE IN ACCORDANCE WITH U.L. LISTED MANUFACTURER'S INSTRUCTIONS. INSTALLATION SHALL CONFORM TO NFPA- 30/30A AND ALL APPLICABLE LOCAL. STATE AND FEDERAL REGULATIONS. TANKS SHALL ONLY BE INSTALLED BY QUALIFIED INSTAI LERS CERTIFIED BY THE STATE IN WHICH THE TANKS ARE TO BE INSTALLED AND BY THE TANK MANUFACTURER. THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED. ALL CONTINUOUS MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL MATERIALS USED IN THE INSTALLATION SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PLR NATIC)NAi i v RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. METHANOL/ETHANOL COMPATIBILITY: FOR ALL METHANOL /ETHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY ACCESSIBLE COMPONENTS SHALL BE METHANOL /ETHANOL COMPATIBLE FOR THE IMMEDIATE INTENDED SERVICE. INITIAL TANK TESTING; CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING TO MANUFACTURER'S INSTRUCTIONS FOR TANKS. CONTRACTOR SHALL COMPLETE ALL WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP -BOVIS GLOBAL ALLIANCE PROJECT MANAGER. IMMEDIATELY BEFORE INSTALLATION, ALL UNDERGROUND STORAGE TANKS SHALL BE TESTED. HYDROSTATICALLY MONITORED DOUBLE WALL TANKS SHALL BE TESTED ACCORDING TO MANUFACTURER'S INSTRUCTIONS BY: • INSPECT AND ADJUST RESERVOIR LEVEL • VISUALLY INSPECT THE TANK EXTERIOR FOR COLORED MONITORING FLUID • PRESSURIZE THE PRIMARY TANK TO 5 PSI AND SOAP TEST ALL FITTINGS. DO NOT PRESSURIZE THE ANNULAR SPACE • VISUALLY INSPECT THE TANK INTERIOR FOR ACCUMULATION OF COLDRED MONITORING FLUID. *' *NOTE*** HYDROSTATIC FLUID RESERVOIR LEVEL MUST BE RECHECKED TO VERIFY TANK INTEGRITY PRIOR TO INTRODUCING BALLAST INTO TANKS. FIELD REPAIR OF TANKS; IT IS ALLOWABLE TO FIELD REPAIR DAMAGED TANKS AFTER APPROVAL BY BP FILED ENGINEER. ALL TANKS DAMAGED IN TRANSPORT OR OFF LOADING OPERATIONS SHALL BE FIELD REPAIRED 3Y A TANK MANUFACTURER'S CERTIFIED FIELD SERVICE REPRESENTATIVE. TANK MANUFACTURER SHALL RECERTIFY REPAIRED TANKS FOR USE. ALL FIELD SERVICE WORK SHALL BE DOCUMENTED. COPIES OF ANY AND ALL FIELD SERVICE DOCUMENTATION SHALL BE PLACED IN THE PROJECT FILE ANC INTO OWNERS OPERATING FILE. TANK M LAS UR MENTS; THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE FOLLOWING TANK MEASUREMENT ACTMTIES: 1. VERIFY THE EXTERNAL SIZE OF THE TANK TO MATCH WITH MANUFAC'URER SUPPLIED SHOP MEASUREMENTS. TRANSFER THE SIZE, SERIAL NUMBER, AND PRODUCT INSTALLED, AND POSITION OF TANK TO THE AS -BUILT PLAN. 2. TRANSFER TANK DIMENSIONAL AND PRODUCT INFORMATION TO THE DATA SHEET IN THE TANK GAUGE CONSOLE. 3. PROVIDE THE TOP OF TANK ELEVATION READING AT BOTH ENDS OF EACH TANK. TANK DEFLEC1ON MEASUREMENT PROCEDURE; DEFLECTION MEASUREMENT BEFORE AND AFTER TANK INSTALLATION SHALL BE ACCORDING TO MANUFACTURER'S REQUIREMENTS AND SHALL BE WITHIN MANUFACTURER'S TOLERANCES. ALL INFORMATION SHALL BE COMPLETED AS PER THE MANUFACTURER'S WARRANTY DOCUMENTATION. I.D. = "A'' $ 4' I.D. ='8" BEFORE BACKFILL 6ErER BACKFILL TANK INSPECTION AND INSTALLATION - DEFLECTION MEASUREMENT DIPSTICK PREPARATION DRIVE A SMALL HEADED. NON- SPARKING (E.G. BRASS) NAIL HALFWAY INTO A WOODEN DIPSTICK, 1 INCH ABOVE ITS BASE. FIRST DIAMETER READING (PRIOR TO BACKFILL) 1. PLACE THE DIPSTICK INTO A SERVICE FITTING. 2. MEASURE AND RECORD THE DISTANCE FROM THE TANK BOTTOM TO THE TOP OF THE FITTING. 3. PULL THE DIPSTICK UP UNTIL THE EXPOSED NAIL CATCHES ON THE INSIDE TOP OF TANK 4. MEASURE THE DISTANCE FROM THE TANK TOP (INSIDE) TO THE TOP OF THE FITTING. SUBTRACT 1 INCH FROM THIS MEASUREMENT AND RECORD THE DISTANCE. 5. SUBTRACT THE SECOND DISTANCE FROM THE FIRST AND RECORD 1HIS VALUE AS READING "A' ON THE INSTALLATION CHECKLIST. SECOND DIAMETER READING (AFTER BACKFlLL) 1. PLACE THE DIPSTICK INTO A SERVICE FITTING WITH A STANDPIPE INSTALLED TO SUBGRADE. 2. MEASURE AND RECORD THE DISTANCE FROM THE TANK BOTTOM TO THE TOP OF THE STANDPIPE. 3. PULL THE DIPSTICK UP UNTIL THE EXPOSED NAIL CATCHES ON THE INSIDE TOP OF TANK 4. MEASURE THE DISTANCE FROM THE TANK TOP (INSIDE) TO THE TOP OF THE STANDPIPE. SUBTRACT 1 INCH FROM THIS MEASUREMENT AND RECORD THE DISTANCE. 5. SUBTRACT THE SECOND DISTANCE FROM THE FIRST AND RECORD THIS VALUE AS READING "B" ON TI€ INSTALLATION CHECKLIST. CALCULATION AND COMPARISON 1. SUBTRACT READING "6" FROM READING A. 2. COMPARE THIS VALVE TO THE TABLE Of "MAXIMUM ALLOWABLE DEFLECTIONS" SHOWN ON THE "INSTALLATION CHECKLIST". 3. VERTICAL DEFLECTION IN EXCESS OF THESE VALUES INDICATES IMPROPER INSTALLATION AND VOIDS THE TANK WARRANTY. MAXIMUM DEFLECTION FOR 8' -0" TANKS • 1-1/4' MAXIMUM DEFLECTION FOR 10' -0' TANKS • 1 TANK AND PIPING INSTALLATION SCOPE OF WORK: TOP OF DANK ELEVATION; CONTRACTOR TD CALCULATE TOP OF TANK ELEVATION. START WITH 18' MINIMUM DEPTH OF VAPOR RECOVERY UNE AT THE FARTHEST DISPENSER AND SLOPE 1/4' PER FOOT MAXIMUM TO 1/8" PER FOOT MINIMUM. ADD 12" AT THE TANK. ADD 13' (FOR 3' PIPE) OR 8" (FOR 2") FOR A CHANGE IN PIPING DIRECTION OTHER THAN 90 OR 45 DEGREES. SET TANKS 6' DEEPER THAN CALCULATED AS PRECAUTION. IN NO EVENT SHALL THE TANK BE BURIED LESS THAN 4' -0" BELOW FINISHED GRADE OR DEEPER THAN 7' -0' BELOW FINISHED GRADE. SEE MANUFACTURERS INSTALLATION RECOMMENDATIONS. ANY VARIATIONS IN SLOPE FROM 1/4" PER FOOT SHALL BE REPORTED TO OWNER'S ENGINEER. TANK EXCAVATION; CONTRACTOR 70 EXCAVATE TANK HOLE. CONTRACTOR SHALL ADHERE TO 0.S.H.A. STANDARDS ON EXCAVATIONS. CONTRACTOR MAY SELECT ANY OF THE RECOMMENDED PRACTICES FOR TANK EXCAVATION AND MUST PROVIDE ALL NECESSARY PROTECTIVE BARRICADES. SLOPE SIDES OF TANK HOLE OR USE SHORING FOR ALL TANK EXCAVATIONS IN ACCORDANCE WITH OSHA 1926 SUBPART P. OSHA STANDARDS - EXCAVATIONS; FINAL RULE OCTOBER 1, 1989. WHEN ENGINEERED SHORING IS REQUIRED DUE TO SITE CONDITIONS AN ENGINEERED SHORING PLAN UTILIZING INTERLOCKING STEEL SHEET PILING SHALL BE PROVIDED AND SHALL INCLUDE SUPPORTING ENGINEERING CALCULATIONS BY A STATE CERTIFIED ENGINEER AND SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPUCABLE AGENCIES FOR EXCAVATIONS OF TRENCHES 5' -0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. TANK EXCAVATIONS SHALL BE THE MINIMUM SIZE REQUIRED TO PROVIDE FOR BEDDING AND CLEARANCES INDICATED IN THESE DRAWINGS. TANK BURIAL DEPTH FIELD DETERMINED TO PROVIDE FOR 1/4" (1/8" PER FOOT MIN.) PER FOOT FOR STAGE II VAPOR RECOVERY PIPING & 1/8" MINIMUM PER FOOT FOR PRODUCT PIPING SLOPE BACK FROM DISPENSERS TO TANK. TANK STABILITY BUOYANCY CALCULATIONS: TANK STABILITY SHALL BE RE- CHECKED AGAINST FLOATATION BY INSTALLING CONTRACTOR. SEE BUOYANCY CALCULATIONS ON TANK DETAIUNG SHEETS. TANK ANCHORING; CONTRACTOR TO INSTAL MANUFACTURER SUPPUED TANK HOLD DOWN STRAPS & ANCHORS WHEN REQUIRED DUE TO HIGH WATER TABLE, LOCAL REGULATIONS, OR SPECIFIED BY SITE ENGINEER /DESIGNER AND /OR OWNER'S REPRESENTATIVE OR HIS AGENT. THE BP -BOVIS GLOBAL ALLIANCE PROJECT MANAGER. WHEN REQUIRED, THE ANCHORING SYSTEM SHALL BE IN COMPLIANCE WITH AUTHORITY HAVING JURISDICTION. ANCHOR & STRAPS TO BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. "* ALTERNATE ANCHORING BY USE OF A CONCRETE ANCHORING PAD IS PERMITTED (REQUIRED IN NYC). WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE WITHIN 5 FT. OF GRADE CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR DIRECTION ON ANCHORING METHOD TO BE USED (DEADMAN OR ANCHORING SLAB) AND SUCH SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATION. ** THIS PROCEDURE IS REQUIRED IN NYC AND CONSIDERED PART OF SCOPE OF WORK WHEN INSTALLING TANKS IN NYC. FILTER FABRIC: IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE FOR THE INSTALLATION OF FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) WHICH IS REQUIRED FOR WET HOLE INSTALLATIONS. FABRIC MUST EXTEND 1' ABOVE MAX. HIGH WATER TABLE AND MAY BE PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM. WATER OR GASOLINE (IF NOT PROHIBITED BY LOCAL REGULATIONS) MEDIUMS ARE SUITABLE FOR BALLAST DURING WET HOLE TANK INSTALLATIONS. A PROPERLY INSTALLED 12 FOOT HIGH TEMPORARY VENT PIPE MUST BE INSTALLED BY THE CONTRACTOR FOR EITHER WATER OR GASOLINE. IF WATER IS USED TO BALLAST TANKS, THE WATER IS TO BE COMPLETELY PUMPED OUT & MOPPED DRY IN ORDER TO PROTECT FUEL INTEGRITY. CONTRACTOR IS REQUIRED TO COORDINATE BALLASTING OPERATIONS WITH OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP -BOVIS GLOBAL ALLIANCE PROJECT MANAGER. IT IS THE INSTALLING CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE JURISDICTIONAL REQUIREMENTS AND ACCEPTANCE FOR BALLASTING THE TANKS AND TO PROVIDE FOR PROPER DISPOSAL OF THE BALLASTING MEDIUM (IF WATER) UNDER THE REGULATIONS OF THE GOVERNING AUTHORITY. CONTRACTOR TO PROVIDE ALL BACK FILL REQUIRED FOR THE PROJECT SCOPE. PEA GRAVEL SHALL CONSIST OF NATURALLY ROUNDED AGGREGATE, MINIMUM 1/8" AND MAXIMUM 3/4" SIZE. FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER AND OWNERS FIELD REPRESENTATIVE. NO MORE THAN 5% (BY WEIGHT) MAY PASS THE #8 SIEVE FOR BACKFILLING NONMETALLIC TANKS WITH A 96% TO 98% FREE FALL COMPACTION. DRY PEA GRAVEL DENSITY MINIMUM OF 95 POUNDS PER CUBIC FOOT IS REQUIRED. SUPPLY QUARRY CERTIFICATION MEETING ASTM C -33, PARAGRAPH 9.1 REQUIREMENTS. BACKFILLING OF TANK EXCAVATIONS SHALL BE PROVIDED IN LIFTS AS PER TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS. PRODUCT, VENT, AND VAPOR PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" BED OF COMPACTED PEA GRAVEL. BLOCKS, PLANKS, OR OTHER DEBRIS SHALL NOT BE USED TO SUPPORT PIPING IN FINAL INSTALLATION. NOTE: UNDER NO CIRCUMSTANCES SHALL DIRT, PAVING MATERIALS, WOOD, OR OTHER CONSTRUCTION DEBRIS BE ALLOWED TO REMAIN IN TANK AND PIPE EXCAVATIONS. (2) ANNULAR SPACE HYDROSTATIC MONITOR AND RISER INSTALLATION: STANDARD: CONTRACTOR TO INSTALL 4" GALVANIZED RISER AND VEEDER ROOT HYDROSTATIC SENSOR AT TANK ANNULAR SPACE LOCATION NOTED ON THE PLANS PER MANUFACTURERS INSTRUCTIONS. COAT ALL GALVANIZED RISERS EXPOSED TO BACKFILL WITH COAL TAR EPDXY. (3) TANK SUMP INSTAUATION: STANDARD: CONTRACTOR TO INSTALL 42" OR 48" DIAMETER TURBINE SIDE AND 42" DIAMETER FILL SIDE FIBERGLASS POLYSIDED SUMPS ON TANKS PER MANUFACTURER'S INSTRUCTIONS. NOTE THAT THE ORIENTATION OF THE TANK SUMPS MUST BE CORRECT IN ORDER TO FACILITATE CORRECT PIPING INSTALLATION INTO THE SUMPS. SEE ACCOMPANYING DETAILS IN PLAN SET AND NOTE SIZES OF SUMPS PER PROJECT DEMOGRAPHICS. NYC VARIANT: 48" DIAMETER FILL SIDE AND 42" DIAMETER TURBINE SUMPS ARE INSTALLED. ARCO BRANDED VARIANT: 42" DIAMETER FILL SIDE AND 48" DIAMETER TURBINE SUMPS ARE INSTALLED. (4) TANK LEVEL GAUGE INSTALLATION: STANDARD: CONTRACTOR TO INSTALL VEEDER ROOT MAGNOSTRICTIVE PROBE LEVEL GAUGE AT OPENING IN FILL SUMP AT LOCATION NOTED ON PLANS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. (5) FILL AND STAGE I VAPOR RECOVERY INSTALLATION: STANDARD: CONTRACTOR TO INSTALL 4" GALVANIZED FILL AND STAGE 1 VAPOR RECOVERY RISERS AT FILL SIDE SUMPS. CONTRACTOR TO INSTALL DROP TUBE ASSEMBLY. CONTRACTOR TO INSTALL EXTRACTOR FITTING AND 30- MINUTE BALL FLOAT VALVE AT STAGE I VAPOR RETURN RISER. CONTRACTOR TO INSTALL VENT AND STAGE II FLEX CONNECTORS AND FRP ADAPTERS. LOCATE AND CUT PENETRATIONS INTO SUMPS FOR THE ROUTING OF VENT AND STAGE II VAPOR PIPING INTO SUMPS AND MAKE CONNECTIONS TO VENT AND VAPOR PIPING FIBERGLASS PIPING. CONTRACTOR TO INSTALL DOUBLE SIDED PENETRATION ENTRY BOOTS FOR ALL ENTRIES INTO SUMPS. CONTRACTOR TO INSTALL STATIC GROUNDING SYSTEM AT ALL FILL AND VAPOR RISERS PER INSTALLATION DETAILS SHOWN ON SHEET G.0.7. CONTRACTOR TO INSTALL CARB APPROVED STAGE I MULTIPORT MANHOLES WITH 5 GALLON SPILL COLLECTION BUCKETS. INSTALL PRODUCT AND FILL ADAPTERS AND CAPS. SEE ACCOMPANYING DETAILS IN SITE SPECIFIC PLAN SET FOR MANUFACTURER AND INSTALLATION REQUIREMENTS. NYC VARIANT: CONTRACTOR TO PROVIDE THE INSTALLATIONS OF A SEPARATE UNOBSTRUCTED VENT CONNECTION AT EACH TANK AT THE TURBINE SIDE OF THE TANK AS PER PLANS AND PER NYC CODE REQUIREMENTS. A 15 GALLON PRODUCT SPILL COLLECTION BUCKET IS REQUIRED BY NYC FIRE CODE (REQUIRES A 48' DIAMETER SUMP TO BE INSTALLED). FILL SPILL BUCKETS MUST HAVE A NYC CERTIFICATE OF .APPROVAL FROM FIRE DEPARTMENT. ARCO BRANDED VARIANT: DUAL FILLS AND DUAL STAGE I VAPOR RETURNS ARE TO BE INSTALLED IN CUSTOM MULTIPORT MANHOLE ON THE 20.000 GALLON TANK ONLY. VENT AND STAGE II TANK CONNECTION AND VENT AND VAPOR PIPING IS INSTALLED IN THE TURBINE SIDE SUMP PER DETAILS. (6) TURBINE INSTALLATION: STANDARD: CONTRACTOR TO INSTALL FE PETRO 1ST 2 HP VARIABLE SPEED TURBINES AND PIPING CONNECTION VALVES AND FITTINGS IN TANK SUMPS AS SHOWN ON SITE SPECIFIC DETAIL DRAWINGS. ALL PRODUCT UNES TO TURBINES TO BE EQUIPPED WITH 3 GPH ELECTRONIC LINE LEAK DETECTION. LEAK DETECTORS ARE TO BE TESTED FOR THE 3 GPH LEAK DETECTION PRIOR TO START UP. CONTRACTOR TO PROVIDE TEST DATA AT THE TIME OF PUNCH UST AS WELL AS INCLUDE IN CLOSE OUT BINDER. ALL TURBINES ARE EQUIPPED WITH STANDARD "R" CHECK VALVE AS A STANDARD FROM FACTORY. SET TURBINE INTAKES AT 6' FROM BOTTOM OF TANKS. TURBINES TO BE EQUIPPED WITH INTAKE FILTER SCREENS. CONTRACTOR TO INSTALL 1" RIGID STEEL CONDUITS FOR SUBMERSIBLE PUMP POWER. (ONE FOR EACH TURBINE). CONTRACTOR IS TO LABEL TURBINES AND CONTROLLERS AS TO WHICH PRODUCT THEY SERVE. GREEN CONTROLLER UGHTS ARE TO GO OUT WHEN TURBINES ARE OFF OR LOSE POWER. AST PUMP CONTROLS ARE TIED TO VEEDER ROOT TLS -350. SEE APPROPRIATE TURBINE CONFIGURATION AND PROGRAMMING SHEETS. SINGLE MASTER TURBINE CONFIGURATIONS - EQUIPPED AS NOTED ABOVE. SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. MASTER -SLAVE TURBINE CONFIGURATIONS - EQUIPPED AS NOTED ABOVE EXCEPT: ONLY THE MASTER TURBINE SHALL SHALL THE PLLD LEAK DETECTOR INSTALLED. CONTRACTOR TO REMOVE THE STANDARD "R" CHECK VALVE OUT OF THE SLAVE TURBINE. THE BALL VALVE ON MANIFOLD LINE BETWEEN TURBINES SHALL BE SET IN THE "OPEN" POSITION AND A SINGLE PLLD (PART #848- 480 -001) IS TO BE INSTALLED ON THE MASTER AST WITH AN FE. PETRO NON- VENTED PRECISION CHECK VALVE (PART #65 PSI) INSTALLED ON THE SLAVE AST PREVENTING BACKFILLING OF USTs. SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. MASTER - MASTER TURBINE CONFIGURATIONS EQUIPPED AS NOTED ABOVE EXCEPT: THE BALL VALVE ON MANIFOLD UNE BETWEEN TURBINES SHALL BE SET IN THE 'CLOSED" POSITION DURING NORMAL OPERATION. SEPARATE LINES & (2) PLLDs (PART AVER- 848 - 480 -001) SHALL BE INSTALLED. IN CASE OF FAILURE OF AN INDMDUAL 6T, THE PRODUCT CROSS -OVER UNE CAN BE PLACED INTO OPERATION BY OPENING THE CROSS CONNECTING VALVE. THE FAILED AST MUST HAVE ITS PLLD DISABLED & DISPENSER SIGNAL WIRES NEED TO BE MODIFIED FOR THIS TEMPORARY SET - UP. SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. NYC VARIANT: MASTER - MASTER TURBINE CONFIGURATION W/ ROTATING STARTS -- EQUIPPED AS NOTED ABOVE FOR MASTER -SLAVE CONFIGURATION EXCEPT WITHOUT SIPHON LINE BETWEEN TANKS: THE UST PRODUCT LEVEL EL BALANCING IS ACHIEVED BY ROTATING THE STARTING OF INDMDUAL IST'S WITH CONTROL. LOGIC UNKED TO THE VEEDER ROOT ATG. THE PRODUCT LINES ARE CONNECTED BY A CROSS OVER MANIFOLD BETWEEN TURBINES. ONE AST, THE MASTER, SHALL HAVE A PLLD LEAK DETECTION DEVICE INSTALLED (PART /VER -848- 480 -001) AND THE SLAVE SHALL HAVE AN FE PETRO NON - VENTED PRECISION CHECK VALVE (PART #65 PSI) INSTALLED. THE BALL VALVE ON MANIFOLD UNE BETWEEN TURBINES SHALL BE SET IN THE " OPEN" POSITION DURING NORMAL OPERATION. IN CASE OF FAILURE OF AN INDMOUAL IST, P40 ADJUSTMENT TO THE DISPENSER SIGNAL WIRES WILL BE REQUIRED AS THE 15T CONTROLLERS WILL ACCOMMODATE THE IST STARTING VA THE VEEDER ROOT ATG LINK. THE PRODUCT IN THE UST WITH THE FAILED 1ST WILL HAVE THE PRODUCT LEFT IN A STATIC STATE AND NOT AVAILABLE FOR DISPENSING UNTIL A REPAIR IS MADE. SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. LARGE SITE VARVI T - IF SITE HAS 9 OR MORE MPD'S, TWO (2) 2 HP VARIABLE SPEED TURBINES ARE TO BE INSTALLED M THE PRIMARY REGULAR UNLEADED TANK. THE REGULAR UNLEADED TURBINES SHALL BE SET UP AS " MASTER / SLAVE /SLAVE" AND THE CROSS CONNECTION MANIFOLD BETWEEN TANKS SHALL BE OPENED ALLOWING ALL THREE TURBINES TO SERVE THE ENTIRE SITE. (7) SIPHON LINE INSTALLATION: STANDARD: WHEN SITE SPECFIC TANK CONFIGURATION SHOWS MULTIPLE TANKS FOR IDENTICAL PkuOUYTS, CONTRACTOR TO INSTALL 2' ENV1RON GEOFLEX -D SIPHON LINES AND PIPING CONNECTION VALVES AND FITTINGS BETWEEN TANKS ROUTED IN 3' FRP SINGLE WALL CHASE. INSTALL SIPHON PIPING AS LOW AS POSSIBLE IN SUMP. NOTE UMITATION ON MAXIMUM SIPHON PIPING SYSTEM HEIGHT ON DETAILS. ADJUST HEIGHT DOWN FOR SMALLER DIAMETER TANKS. CONTRACTOR TO INSTALL VEEDER ROOT SIPHON BREAK OPTION. SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. NYC VARIANT: SIPHON PIPING IS NOT INSTALLED. SEE TURBINE INSTALLATION NOTE ABOVE. SEE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. ARCO BRANDED VARIANT: CONTRACTOR TO INSTALL 3" DOUBLE WALL COAXIAL FIBERGLASS SIPHON PIPING. SIPHON BREAK OPTION IS NOT INSTALLED. INSTALL SIPHON PIPING AS LOW AS POSSIBLE IN SUMP. NOTE UMITATION ON MAXIMUM SIPHON PIPING SYSTEM HEIGHT ON DETAILS. ADJUST HEIGHT DOWN FOR SMALLER DIAMETER TANKS. SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. (8) PRODUCT PIPING INSTALLATION; CONTRACTOR TO INSTALL DOUBLE WALL FLEXIBLE PRODUCT PIPING, CONNECTORS, VALVES AND FITTINGS IN TANK AND DISPENSER SUMPS AS SHOWN ON SITE SPECIFIC DETAIL DRAWINGS TO SUPPLY DISPENSERS. PRODUCT PIPING TO BE ENVIRON GEOFLEX-D, 1-1/2' OR 2' DIAMETER AS INDICATED ON SITE SPECIFIC FUELING PLAN. ALL ENV1RON PIPE FITTINGS TO BE OF THE COAXIAL TYPE. PRODUCTS LINES TO BE EQUIPPED 3 GPH PRESSURE LINE LEAK DETECTORS (PLLD) ON TURBINES AND WITH LIQUID LEAK MONITORING SENSORS LOCATED IN TURBINE PIPING SUMPS ATTACHED TO TANKS WIRED FOR TURBINE SHUT DOWN. PRODUCT PIPING IN TURBINE SUMPS, PRODUCT PIPING CROSS CONNECTION MANIFOLDS BETWEEN SUMPS AND SIPHON PIPING PENETRATIONS ARE TO ENTER THE SAME SIDE OF THE SUMP IF POSSIBLE. IF PRODUCT PENETRATION ENTERS ON BOTH SIDES OF SUMP DUE TO FIELD CONDITIONS, THEN DUAL SENSORS AT TURBINE SUMP MAY BE REQUIRED TO BE INSTALLED BY LOCAL REGULATIONS. IF THE BP -BOVIS GLOBAL ALUANCE PROJECT MANAGER DETERMINES THAT THE ALL THE PIPING ENTRIES NOTED ABOVE COULD HAVE BEEN MADE TO THE SAME SIDE OF THE SUMP, THEN ANY COSTS ASSOCIATED WITH EXTRA SENSORS SHALL BE BORNE BY THE INSTALLING CONTRACTOR. PIPING TO BE INSTALLED WITH A SLOPE OF 1/8" PER FOOT MINIMUM TO TANKS UNLESS APPROVED BY OWNER. CONTRACTOR TO INSTALL TRACER TAPE WITH PRODUCT PIPING PER TRENCHING DETAILS PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITH DOUBLE SIDED ENTRY BOOTS, TESTING OF PRODUCT LINES SHALL BE PERFORMED PRIOR TO BACKF1LL, PRIOR TO PAVING AND BEFORE STATION OPERATION. SEE SfTE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS. ***NOTE*** ENV1RON PIPING TO BE INSTALLED PER ENV1RON'S MANUFACTURER'S INSTALLATION MANUAL AND SHALL ONLY BE INSTALLED BY QUALIFIED INSTALLERS CERTIFIED BY THE MANUFACTURER. (9) VENT AND STAG II VAPOR RECOVERY PIPING INSTALLATION; VENT PIPING - STANDARD: CONTRACTOR TO INSTALL 2" INDMDUAL SINGLE WALL FIBERGLASS VENT PIPING, CONNECTORS, VALVES AND FITTINGS TO THE FILL SIDE SUMPS ON TANKS AS INDICATED ON SITE SPECIFIC FUEUNG PLAN AND ACCOMPANYING DETAILS. CONTRACTOR TO PROVIDE AT LEAST 4 FEET OF PIPING RUN BEFORE A CHANGE OF DIRECTION OF 30 DEGREES OR MORE IN ORDER TO PROVIDE MECHANICAL FLEXIBILITY PER CODE REQUIREMENTS. CONTRACTOR TO INSTALL TRACER TAPE MATH VENT PIPING PER TRENCHING DETAILS PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITH DOUBLE SIDED ENTRY BOOTS VENT PIPING SHALL BE DESIGNED AND INSTALLED FOR SLOPE 1/4" PER FOOT MINIMUM BACK TO TANKS. FOR LONG PIPING RUNS 1/8" PER FOOT IS ACCEPTABLE. CONTRACTOR TO INSTALL ABOVE GROUND RISERS AND MOUNTING RACK AS DETAILED ON THESE PLANS. TERMINATION POINT OF TANK VENTS TO BE A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY UNE THAT CAN BE BUILT UPON. VENT RISERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA -30, INTERNATIONAL. AND UNIFORM FIRE CODE REQUIREMENTS AND CARB EVR REQUIREMENTS. CONTRACTOR TO INSTALL TWO (2) 1' SPARE CONDUITS FROM VENT STACK TO INTRINSICALLY SAFE WIREWAY IN BUILDING FOR FUTURE TANK SYSTEM DIAGNOSTICS. STAGE II PIPING - STANDARD: CONTRACTOR TO INSTALL 3" SINGLE WALL FIBERGLASS STAGE I1 VAPOR RECOVERY HEADER, CONNECTORS, VALVES AND FITTINGS TO THE LOWEST OCTANE GRADE FILL SIDE SUMP AS INDICATED ON SITE SPECIFIC FUEUNG PLAN AND ACCOMPANYING DETAILS. NOTE THAT THE 1ST CONNECTION FROM STAGE II VAPOR RECOVERY HEADER TO LOWEST OCTANE TANK SHALL BE 3 ". ALL OTHER CONNECTIONS TO ADDITIONAL TANKS SHALL BE MADE WITH 2'. CONTRACTOR TO INSTALL 3" TO 2" REDUCING TEES WHERE HEADERS BRANCH TO DISPENSERS. MAXIMUM (2) DISPENSERS PER 2" BRANCH. CONTRACTOR TO PROVIDE AT LEAST 4 FEET OF PIPING RUN BEFORE A CHANGE OF DIRECTION OF 30 DEGREES OR MORE IN ORDER TO PROVIDE MECHANICAL FLEXIBILITY PER CODE REQUIREMENTS. CONTRACTOR TO INSTALL TRACER TAPE MA TH VAPOR PIPING PER TRENCHING DETAILS PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITH DOUBLE SIDED ENTRY BOOTS STAGE II VAPOR RECOVERY PIPING SHALL BE DESIGNED AND INSTALLED FOR 1/4" PER FOOT MINIMUM SLOPE BACK TO TANKS. AT LARGE SITE LAYOUTS, 1/8' PER FOOT MINIMUM IS ACCEPTABLE IF IT AVOIDS USING A KNOCK OUT SUMP (VAPOR POT) OR HAVING EXCESSIVE TANK DEPTH. CONSULT OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP -BOVIS GLOBAL ALUANCE PROJECT MANAGER, WHERE DISCREPANCIES OCCUR. CONTRACTOR TESTING OF VENT AND STAGE II VAPOR LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. SEE SITE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS. SEE FIBERGLASS PIPING MANUFACTURER SPECIFICATION BELOW. VENT AND STAGE II PIPING SPECIFICATION: AMERON: DUALOY 3000 /L PIPE AND FITTINGS (USED FOR SINGLE WALL). WHERE DOUBLE WALL SYSTEMS ARE REQUIRED FOR ALL VENT AND VAPOR PIPING, USE 3000 /LCX COAXIAL PIPING AND FITTINGS. USE ONLY AMERON ALCOHOL COMPATIBLE ADHESIVES. PIPING TO BE INSTALLED PER MANUFACTURER'S LISTED INSTRUCTIONS AND SHALL ONLY BE INSTALLED BY QUALIFIED INSTALLERS CERTIFIED BY THE MANUFACTURER. PROVIDE AT LEAST 4' OF STRAIGHT PIPING RUN BEFORE A CHANGE OF DIRECTION OF MORE THAN 30 DEGREES AND INSTALL FLEXIBLE CONNECTORS AT THE VENT AND VAPOR CONNECTION AT THE TANK SUMPS, AND DISPENSER SUMPS. NYC VARIANT: SAME AS ABOVE EXCEPT: VENT CONNECTIONS ARE ROUTED TO A SEPARATE UNOBSTRUCTED EXTRACTOR FITTING LOCATED IN THE TURBINE SIDE SUMP. JURISDICTIONAL VARIANT: INSTALL DOUBLE WALL COAXIAL FIBERGLASS PIPING WHEN REQUIRED BY LOCAL JURISD CTION. ARCO BRANDED VARIANT: SAME AS ABOVE EXCEPT: INSTALL DOUBLE WALL COAXIAL FIBERGLASS PIPING. BOTH VENT AND STAGE II VAPOR RECOVERY PIPING IS ROUTED TO THE TURBINE SIDE SUMPS. SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. METAL PIPE AND FITTINGS; STEEL PIPE SHOWN ON THESE DRAWINGS TO BE MINIMUM SCHEDULE 40. METAL PRODUCT UNE FITTINGS TO BE MALLEABLE IRON CLASS 150, GALVANIZED. ALL MALLEABLE IRON FITTINGS SHALL BE SUPPLIED BY "ANVIL" (FORMALLY "GRINNELL") OR EQUAL SPECIFICATIONS AS FOLLOWS: M.I. FITTINGS (TEES, ELBO CLASS 150 /PN 20 M.I. UNIONS CLASS 150 /PN 20 STEEL PIPE NIPPLES CLASS 150 /PN 20 STEEL PIPE CLASS 150 /PN 20 SCHEDULE 40 DIMENSIONS MATERIAL GALVANIZING THREAD PRESSURE RATING ASME 816.3 ASTM A -197 ASTM A -153 ASME 816.39 ASTM A -197 ASTM A -153 ASTM A733 ASTM A -53 ASTM A -153 (F OR E) N/A ASTM A -53 ASTM A -153 (F OR E) ASME 8.1 20.1 ASME 8.1 20.1 ASME B.1 20.1 ASME B.1 20.1 ASME 816.3 ASME B' 6.3 ASME B16.3 ASME B16.3 GASOLINE /ALCOHOL COMPATIBLE THREAD SEALANT TO BE USED ON ALL THREADED PIPE CONNECTIONS. ANY METAL PIPE OR FITTING USED FOR PRODUCT, VENT, OR VAPOR RECOVERY WHICH CONTACTS SOIL OR BACKFILL MUST BE 100% COVERED WITH A 100 MIL. COATING OF COAL TAR EPDXY (ROSS COAT OR 3M SCOTCH WRAP 150 TAPE). (10) PIPING SUMP PENETRATION INSTALLATION: CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS. ALL PENETRATIONS OF THE SUMPS TO BE ON A LINE TOWARD THE CENTER OF THE SUMP, NOT TO EXCEED 15' ANGLE IN ANY DIRECTION, TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD AND COMPRESSION FITTINGS AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP SIDE WALLS MUST BE SEALED WITH DOUBLE SIDED BULKHEAD FITTINGS IN SUMPS. ALL TANK SUMPS AND UNDER DISPENSER SUMPS SHALL BE HYDROSTATICALLY TESTED WITH STANDING WATER FOR A PERIOD OF 24 HOURS OR CERTIFIED USING SUMP MANUFACTURERS APPROVED TESTING PROCEDURE TO INSURE THAT SUMPS ARE WATERTIGHT PER UST INSTALLATION REGULATIONS. CHECK THE UST. OWNER'S ENGINEER, THE BP -BOVIS GLOBAL ALLIANCE PROJECT MANAGER MUST SIGN OFF ON THIS TESTING ON THE TANK o 24, co CITY ED MAR) 0 kuu5 PERMITT CENTER kPR 2 5 ZOOS ( kI Lai 0 O d m O CD 0 ras E O.1 yr 0 w V) W TANK AND PIPING INSTALLATION SCOPE OF WORK: (11) DISPENSER INSTALLATION: (1 6) TESTING; TANK ELECTRICAL SPECIFICATIONS: STANDARD: CONTRACTOR TO INSTALL "WAYNE HARMONY" OR *WAYNE OVATION' STYLE DISPENSERS WITH INTEGRATED CARD READERS AND INTERCOM SYSTEM AS SHOWN ON SITE SPECIFIC DESIGN DETAIL SHEETS. DISPENSERS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALLATION TO INCLUDE DISPENSER ISLANDS, DISPENSER CONTAINMENT SUMPS, AND THE INSTALLATION OF ALL SHEAR VALVES, RISERS, PIPING CONNECTIONS AND ALL PENETRATIONS INTO THE SUMPS. SEE TANK ELECTRICAL DRAWINGS FOR CONDUIT AND WIRING REQUIREMENTS. NOTE: *VISTA" H —FRAME DISPENSERS NOT TO BE USED FOR NEW BUILD CONSTRUCTION AND ONLY BY PRIOR APPROVAL OF LOCAL BP ENGINEER. NYC VARIANT: DISPENSER SUMPS SHALL BE BACKFILLED WITH PEA GRAVEL PER NYC CODE. DISPENSER ISLAND SHALL BE EQUIPPED WITH A FIRE SUPPRESSION SYSTEM. SEE FIRE SUPPRESSION DETAILS FOR INSTALLATION REQUIREMENTS. ARCO BRANDED VARIANT: DISPENSERS INSTALLED WITHOUT CARD READERS IN DISPENSERS. CONTRACTOR TO INSTALL TWO (2) DOUBLE SIDED PAYMENT ISLAND CAS -HERS (PIC UNITS) AS SHOWN ON SITE SPECIFIC PLANS. START UP BY MANUFACTURERS REPRESENTATIVE. START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. REFER TO ARCHITECTURAL CANOPY DRAWINGS FOR ADDITIONAL SITE PREP AND CONDUIT REQUIREMENTS. INSTALLATION OF HANGING HARDWARE: • STANDARD: — CONTRACTOR TO INSTALL VAPOR ASSIST HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER '96' CARB EXECUTIVE ORDER G- 70- 153 —AD. SITES WHERE ORVR COMPATIBLE SYSTEMS ARE NOT REQUIRED VARIANT MISSOURI VARIANT — CONTRACTOR TO INSTALL BALANCE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER CARB EXECUTIVE ORDER G- 70- 52 —AM. NOTE A_L EQUIPMENT MUST HAVE 'MOPETP' EQUIPMENT APPROVAL NUMBER NEW JERSEY VARIANT •- CONTRACTOR TO INSTALL BALANCE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER CARB EXECUTIVE ORDER G- 70- 52 —AM. ARCO BRAND VARiANT — CONTRACTOR TO INSTALL ORVR COMPATIBLE BALANCE HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER CARB EXECUTIVE ORDER G- 70 -52 —AM PER LOCAL STATUES. DISPENSER START UP: — START UP BY MANUFACTURERS REPRESENTATIVE. CONTRACTOR TO PURGE UNES WITH 200 GALLONS PER HOSE MINIMUM. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. (1 2) SUMP SENSOR INSTALLATION: GENERAL; ALL MATERIALS AND WORKMANSHIP WILL CONFORM TO THE MOST RECENT EDITIONS OF THE NATIONAL ELECTRICAL CODE, N.E.T.A., B.I.C.S.I., U.B.C. & NFPA AS REQUIRED BY THE ENGINEER, LOCAL AND STATE CODES AND ORDINANCES, AMERICANS WITH DISABILITIES ACT, E.P.A., AND UTILITY COMPANY REQUIREMENTS. THE CONTRACTOR WILL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS WHICH MAY AFFECT HIS BID OR WORK. NO ALLOWANCES WILL BE MADE AFTER THE BID FOR EXISTING CONDITIONS OR THE CONTRACTORS FAILURE TO VERIFY EXISTING CONDITIONS. FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS DEPICTED FROM THE PLANS AND SPECIFICATIONS HEREIN — AS NOTED OR IMPLIED — NOT UMITED TO WHAT IS SHOWN. ALL DRAWINGS ARE SCHEMATIC IN NATURE AND ALL APPURTENANCES NOT INDICATED TO MAKE A WORKING SYSTEM MUST BE INCLUDED IN CONTRACTOR'S BID. IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS, INCONSISTENCIES WITH DESIGN OR INTENT, OR NEED FOR CLARIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN WRITING WITH THE ENGINEER. IF THE CONTRACTOR FAILS TO CLARIFY ANY QUESTIONS OR INCONSISTENCY, THEY ACCEPT RESPONSIBIUTY TO CORRECT AT THEIR COST ANY SUCH ITEM SO AS TO MEET INTENT AS DEFINED BY ENGINEER. TILITIES; CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING TO MANUFACTURER'S INSTRUCTIONS FOR TANKS AND PIPING AND PER INDUSTRY RECOMMENDED PRACTICES (API & PEI). CONTRACTOR SHALL COMPLETE ALL WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO - -B OWNER'S REPRESENTATIVE OR HIS AGENT, THE BPOVIS GLOBAL ALLIANCE PROJECT MANAGER. PIE TESTING; ISOLATE THE PRODUCT TANKS AND DISPENSERS DURING PRESSURE TESTING OF UNES IN ORDER TO PREVENT DAMAGE. THE DESIGN, ASSEMBLY, A ND TESTING OF THE PIPING SYSTEM SHALL BE IN CONFORMANCE WITH THE APPLICABLE SECTION OF ANSI —B31, AMERICAN NATIONAL STANDARD CODE FOR PRESSURE PIPING, NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, AND AMERICAN PETROLEUM INSTITUTES RECOMMENDED PRACTICE 1615. DURING CONSTRUCTION, BEFORE BACKFILLING, PIPING SHOULD BE ISOLATED FROM THE TANKS AND SUBJECTED TO A PIPE TIGHTNESS TEST. OTHER TESTING METHODS MAY ALSO BE ACCEPTABLE IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. A CONSTRUCTION PIPE TEST IS CONDUCTED AS FOLLOWS: A. THE PRODUCT PIPING TO BE TESTED IS ISOLATED AND PRESSURIZED WITH COMPRESSED AIR TO 150 PERCENT OF THE MAXIMUM SYSTEM OPERATING PRESSURE (OR A MINIMUM OF 50 POUNDS PER SQUARE INCH GAUGE; MAXIMUM AS RECOMMENDED BY COMPONENT MANUFACTURER) FOR AT LEAST 30 MINUTES AND NOT MORE THAN 1 HOUR. B. ALL PIPING SURFACES INCLUDING VALVES, FITTINGS, JOINTS, AND SO FORTH ARE WETTED WITH A SOAP SOLUTION AND INSPECTED FOR BUBBLES. C. LEAKS, AS INDICATED BY BUBBLES, ARE REPAIRED OR REPLACED, AND THE PIPING RETESTED AS NECESSARY. D. THE TAKEN TO PREVENT OVER PRESSURIZATION �O TH 5 POUNDS IN PER SQUARE NCH MAXIMUM BEFORE BACKFILLING. CARE SHOULD BE INTERSTICE. IT IS IMPORTANT THAT THE MANUFACTURER'S INSTRUCTIONS BE FOLLOWED. REPEAT BOTH TESTS AFTER BACKFILLING. WHEN THE PIPING IS INSTALLED AND OPERATIONAL A HYDROSTATIC TEST OF THE PIPING, AS SPECIFIED IN NFPA 329, MAY BE REQUIRED BY CODES. CAUTION: EXTREME CARE SHOULD BE EXERCISED IN CONDUCTING PIPE TIGHTNESS TEST. PRESSURIZED PIPING IS POTENTIALLY DANGEROUS BECAUSE THE PED MOVING OR PIPING BEING TESTEEDE WHEN THE PIPING I PRESSU E RELEASED OUT COMPLETELY FOR THE REMAINDER OF CONSTRUCTION. REFER TO THE PIPING MANUFACTURER'S RECOMMENDATIONS. GEOFLEX PRODUCT PIPING SHALL BE TESTED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. VAPOR RECOVER PIPING MUST PASS ALL CARB BLOCKAGE TESTING RELATIVE TO TIGHTNESS, PRESSURE DECAY, & BLOCKAGE RATES. A/L TESTING IS REQUIRED FOR ASSISTED (IF INSTALLED). STAGE II SYSTEMS NOTIFY THE BF —BOVIS GLOBAL. ALLIANCE PROJECT MANAGER TO C ( ) COORDINATE. CONTAINMENT SUMP TESTING: TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER ABOVE THE LEVEL OF THE HIGHEST PIPE OR CONDUIT PENETRATION FOR A PERIOD OF 24 HOURS AFTER ALL WORK IS COMPLETED TO INSURE THAT THE SUMPS ARE WATERTIGHT OR CERTIFIED USING SUMP MANUFACTURER'S APPROVED TEST PROCEDURE TO INSURE THAT SUMPS ARE WATERTIGHT PER UST REGULATIONS. THE OWNER'S ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECKLIST. FINAL SYSTEM TESTING: AFTER COMPLETE INSTALLATION OF THE ENTIRE FUEL SYSTEM AND ALL PAVING, THE OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP —BOVIS GLOBAL ALLIANCE PROJECT MANAGER, SHALL ARRANGE FOR A PRECISION TANK AND LINE TEST TO BE PERFORMED ON THE COMPLETE SYSTEM. SUCCESSFUL COMPLETION OF THIS TEST WILL BE REQUIRED FOR FINAL APPROVAL. THIS TEST SHALL ENSURE THAT ALL NEW TANK & PIPING SHALL MEET ALL FEDERAL, STATE, & LOCAL REQUIREMENTS FOR TIGHTNESS INTEGRITY, PRIOR TO START —UP OF SYSTEM. OPERATIONALLY TEST ALL OTHER ACCORDANCE INCLUDING IMPACT (SHEAR) VALVES, LINK LEAK DETECTORS, LEAK DETECTOR ALARMS, AND EMERGENCY SHUTDOWN SWITCHES IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. CONTRACTOR SHALL PROVIDE (3) COPIES OF ALL CERTIFICATIONS & TEST RESULTS TO OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP —BOVIS GLOBAL ALLIANCE PROJECT MANAGER. TANK SYSTEM TEST METHOD CALIFORNIA ONLY AB -2481: BEFORE THE UNDERGROUND STORAGE TANK IS PLACED INTO USE, THE UNDERGROUND STORAGE TANK SHALL BE TESTED AFTER INSTALLATION USING ONE OF THE FOLLOWING METHODS TO DEMONSTRATE THAT THE TANK IS PRODUCT TIGHT: 1) ENHANCED LEAK DETECTION (ELD) BY TRACER CORPORATION. 2) AN INERT GAS PRESSURE TEST THAT HAS BEEN CERTIFIED BY A THIRD PARTY AND APPROVED BY THE BOARD. 3) A TEST METHOD DEEMED EQUIVALENT TO ENHANCED LEAK DETECTION OR AN INERT GAS PRESSURE TEST BY THE BOARD IN REGULATIONS ADOPTED PURSUANT TO THE APPLICABLE CHAPTER IN THE CODE. AN UNDERGROUND STORAGE TANK INSTALLED AND TESTED IN ACCORDANCE WITH THIS SECTION IS EXEMPT FROM THE REQUIREMENTS OF SECTION 25292.5. • CONTRACTOR WILL SUPPLY INFORMATION AS REQUIRED TO ALL SERVING UTILITIES IN A TIMELY MANNER TO PROVIDE SERVICE REQUIRED. RSG FITTINGS & CONDUIT: RGS FITTINGS MUST BE STEEL COMPRESSION TYPE; EACH WITH CODE SIZED COPPER BOND WIRE. MINIMUM CONDUIT 1" C. EXCEPT AS NOTED. ALL WORK WILL BE IN CONDUIT; COMPLETED SYSTEM REAMED, AND SWABBED PRIOR TO CONDUCTOR INSTALL. ALL CONDUITS TO BE CONCEALED EXCEPT TO SURFACE MOUNTED PANELS TIE WIRE, PERFORATED STRAPS, OR OTHER PIPING OR CONDUIT ARE NOT ACCEPTABLE SUPPORTS. NO TIE WIRE WILL BE ALLOWED ON PROJECT. CONDUCTORS; CONDUCTORS TO BE 600V., COPPER (98% CONDUCTIVITY). BRANCH CIRCUITS TO HAVE THHN/THWN GAS & OIL RESISTANT INSULATION. CONDUCTORS WILL BE STRANDED, HYDRAULIC CRIMP ALL CONNECTIONS. CONDUCTOR INSULATION WILL BE CONTINUOUSLY COLOR COATED. ALL GROUNDING /BUILDING CONDUCTORS WILL BE MULTI— CONDUCTOR TYPE (U.L. LABELED — ROPE STRAND BUILDING WIRE CLASS 'M') BARE OR INSULATED AS NOTED OR REQUIRED. MINIMUM UNE VOLTAGE WIRE SIZE IS #12 AWG (STRANDED) FOR UNE VOLTAGE WIRING DEVICES TO BE SPECIFICATION GRADE, MINIMUM 20 AMPS FOR RECEPTACLES. HUBBELL OR ENGINEER APPROVED. ALL SPECIAL RECEPTACLES AND GROUND FAULT PROTECTED DEVICES MUST BE PERMANENTLY MARKED WITH ENGRAVED COVER PLATES. FILL RISER GROUNDING; CONTRACTOR TO INSTALL ALL FILL SUMP, TURBINE SUMP AND DISPENSER SUMP SENSORS PER VEEDER ROOT INSTALLATION INSTRUCTIONS. SUMP SENSORS TO BE INSTALLED IN SUMP HOLDERS MOUNTED TO SIDE OF SUMP WALLS SEE TANK DETAIL SHEETS FOR LIQUID SENSOR DETAILS. TURBINE SIDE SUMP SENSORS TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE AND BELOW LOWEST PENETRATION FITTING WITHIN SUMP AREA AT BOTTOM OF SUMP. SEE TANK ELECTRICAL DRAWINGS FOP MON!TORING CONDUIT DETAILS AND SENSOR AND PROBE WIRING DETAILS. (1 3) OPTIONAL OVERFILL ALARM AND AQKNOWLEDGE SWITCH INSTALLATION; ALL RISERS IN THE FILL SUMP SHALL BE GROUNDED AND BONDED. INSTALL 1/2" x 10' -0" LONG CONTINUOUS COPPER CLAD GROUND ROD IN NATIVE SOIL FOR TANK SYSTEM GROUNDING. PROVIDE MANHOLE ACCESS TO GROUND ROD AND COPPER GROUND WIRE, SEE DETAILS ON SHEET G.0.7 CONTRACTOR PERFORMANCE; WHEN REQUIRED BY LOCAL JURISDICTION, CONTRACTOR TO INSTALL OVERFILL ALARM & ACKNOWLEDGMENT AS SHOWN. ALARM AND SWITCH TO BE LOCATED TO PROVIDE AN UNOBSTRUCTED VIEW TO TRUCK DkIVER. PROVIDE BOLLARD PROTECTION OF FREE STANDING POLE. SEE SITE SPECIFIC WIRING DIAGRAM AND DETAILS FOR MOUNTING REQUIREMENTS. ARCO BRANDED VARIANT: INSTALLATION OF THIS ITEM IS REQUIRED AT ALL ARCO BRANDED SITES AND IS CONSIDERED PART OF THE MAIN SCOPE OF WORK. (1 4) VEEDER ROOT TLS --3�0 CONSOLE INSTALLATION; THE CONTRACTOR WILL GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISHED BY HIM UNDER THIS CONTRACTOR FOR A PERIOD OF TWO YEARS FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK OF THIS CONTRACT BY THE OWNER AND THE ENGINEER AND PROVIDE A BOND TO VALIDATE THIS GUARANTEE. ANY DEFECTS DEVELOPING WITHIN THE PERIOD TRACEABLE TO MATERIALS OR WORKMANSHIP PERFORMED HERE UNDER, WILL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOR NOT THE OWNER OR ENGINEER. THE CONTRACTOR WILL ACCEPT AND FULLY UNDERSTAND THIS PROVISION PRIOR TO CONTRACT BEING AWARDED, AS NO CLAIM FOR EXTRA COMPENSATION WILL BE ALLOWED FOR CORRECTION OF FAULTY WORK OR DEFECTIVE MATERIALS. ANYTIME DURING THE CONSTRUCTION PERIOD, THE OWNERS REPRESENTATIVES AND THE ENGINEER RETAIN THE RIGHT TO REQUIRE THE CONTRACTOR TO REMOVE AND REINSTALL ANY EQUIPMENT OR MATERIALS NOT FOLLOWING THE STANDARDS AS PRESENTED HEREIN OR ON THE DRAWINGS WITHOUT COST TO THE OWNER OR ENGINEER. CONTRACTOR WILL PROVIDE PROOF OF PERFORMANCE BOND WITH SHOP DRAWINGS PROVIDE 3 SETS OF SHOP DRAWINGS & SAMPLES FOR ALL EQUIPMENT, PRIOR TO ORDERING AND IN A TIMELY MANNER (AS DETERMINED BY THE ENGINEER) SO NOT TO DELAY WORK, TO THE ENGINEER FOR APPROVAL. (CONDUIT, SWITCHES, CONDUCTORS, ECT.) WHERE SUBSTITUTIONS ARE MADE. CONTRACTOR WILL INCLUDE COMPARISON DATA & SAMPLES FOR BOTH THE SUBSTITUTE AND SPECIFIED ITEMS FOR REFERENCE PURPOSES. CONTRACTOR WILL PROVIDE LETTER TO ENGINEER CONFIRMING ALL EQUIPMENT AND TERMINATIONS ARE PROPERLY TORQUED — SIGNED BY LICENSED CONTRACTOR. CONTRACTOR WILL PROVIDE ACCURATE AND COMPLETE "AS BUILT" DRAWINGS TO OWNER AND ENGINEER AT TIME OF OWNER ACCEPTANCE. ALL AS BUILT" DRAWINGS TO BE 4 SETS OF "BLUELINES" OR PHOTO COPY PRINTS 24" X 36" AND TWO SETS (OWNER /ENGINEER) ON MAGNETIC MEDIA & AUTOCAD 2000 (BY AUTODESK) COMPATIBLE. FAILURE TO DO SO WILL CONSTITUTE FORFEITURE OF ALL PAYMENTS DUE AND HOURLY RATES OR =99.00 /HOUR /MAN MINIMUM TO ENGINEER PAID BY CONTRACTOR FOR AS BUILT" DEVELOPMENT. - . • .-'. . ' ..;r, \IT ��,: _ . 1 • ;�-• P \ CO .- ek ., . or f) r _ .- . , i. �+ \. .- '' ) t ` ' , i SGv.. ..., . ,.it f�S , - 1 ,�, t , \ 1)04- 3f)(19 CONTRACTOR TO INSTALL "VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL #TLS -350 IN BUILDING. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR EXACT LOCATION IN BUILDING. 15 CONCRETE TANK SLAB INSTALLATION: REFER TO PROJECT GENERAL SPECIFICATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS NOT INDICATED ON THESE DRAWINGS. STANDARD: CONTRACTOR TO INSTALL A MINIMUM 7" REINFORCED CONCRETE SLAB OVER TANKS. FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT CONCRETE. REINFORCEMENT BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE REINFORCE CONCRETE SLAB AROUND MANHOLES WITH (4) #4 REBAR 60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. MANHOLE CROWNS: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL B = INSTALLED WITH A 1 -1 /2" CROWN (1 " RISE OVER 12" RUN) OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER, THE BP —BOVIS GLOBAL ALLIANCE PROJECT MANAGER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST. PRODUCT IDENTIFICATION MARKINGS: CONTRACTOR t0 INSTALL PRODUCT IDENTIFICATION TAGS AT ALL MANHOLE OPENING PER SITE SPECIFIC DETAIL DRAWINGS. NYC VARIANT: CONTRACTOR TO INSTALL 10" TANK SLAB PER NYC DESIGN DETAIL SHEETS. . ARCO BRANDED VARIANT: CONTRACTOR TO INSTALL PER ARCO BRANDED DESIGN DETAILS THE SPECIFICATION FOR CONCRETE ARE IS AS FOLLOWS: UNLESS OTHERWISE NOTED ON THESE DRAWINGS: ' a. CONCRETE — REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS /CU FT) b. CEMENT — TYPE I /11, SULFATE RESISTANT c. AGGREGATES — ASTM C33, (MAXIMUM SIZE 3/4 INCHES) d . 28 DAY CONCRETE STRENGTH (f'c): 2.500 PSI — SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) e . SLUMP — 3 1" — 4" MAXIMA AT POINT OF PLACEMENT f. SHRINKAGE -- 0.059. MAXIMUM g. ENTRAINED AIR RANGE — 2% TO 4% CONCRETE SLAB THICKNESS SHALL BE A MIN IMUK4 OF 7.0 INCHES (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1/2 : 3 1/2, WITH A MAXIMUM 7 1/2 GALLONS OF WATER PER SACK. ADD 1.0 TO 1.5 LB STEALTH FIBER REINFORCING PER CU. YD. CONCRETE. REINFORCING STEEL FOR TANK SLABS SHALL BE 6 x 6 — 4/4 WWM WELDED WIRE FABRIC OR #3 BARS 0 16 O.C. EACH WAY. SUMP CAGES SHALL BE #3 REBAR TOP AND BOTTOM. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER 3 OF THE UBC, IS PROVIDED. SUBMIT MIX DESIGNS. WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE, CONSOUDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL. ANCHOP BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. — 318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). CLDNT: AIL wIr ARCO . WIT COAST P ICOUCTS, LLC AWANCE MANAGER, AGO4T FOR SP: B ovu s Lend Lowe GlobalAlliance 4 CENTENPOINTI OQMIIE UI PALM A, CA Ism NATIONAL SITE ADAPT CONSULTANT: 4 GHA(/ 4% 0.- � Z n ` .. sip_ V 1. 0 ° . ? Gtr *Of- jif G ENG- "LAND PINNING AND DESIGN SPECwSTV 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 NO DATE RENSION DESCRIPTION 1� 3/4/06 DESIGN REVIEW 2 3 A 0 I r A AL 9 A ZR ---- _I z sEU ' S.QI , . p F I 49 / ,, ,:-... P o V! _ .. 28527 ,p � 4, , hA L E 7 [ EXPIRES 01 -07 -0 I TH RECPIENT Cf THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS ONNED BY BP. AND ALSO THAT THE MATERIALS CONTNN PRPALEDGW AND CONFIDENTIAL BUSINESS *FORMATION OF BP ACCORDING..Y. HE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT M DISCLOSE THESE MATERIALS TO ANY OTHER PARTY ANO FURTHER AGREES NDT TO MAKE COPES OF THE MATERIALS TIE RECM"ENT AGREES TO uSE THE MATERIALS ONLY FOR NE IMTCD PURPOSE FOR *NCH BP HAS MADE THE MATERIALS AVAILABLE. ANO RECIPIENT AGREES TO RETURN AU. M ATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REGuEST OF BF, WHICHEVER COMES FIRST DEVELOPMENT INFORMATION: UNDERGROUND STORAGE TANK STANDARDS ELEMENT TPO1 V-62004 SERIES AMERICAN STANDARDS SITE ADDRESS: 15252 Pacific Hwy. So. @ 154th St. Tukwila, Washington 98188 FAC #5515 DESIGNED 9Y`. ALLIANCE MOM O>ED It s IIIP RNi}IN Oa (DRAMs rt ORS ALLIANCE IMt o a WIRSIOIt v6.0 3/1 /04 PROJECT ILO: BCE #2369 DRAW NG TITIL: TANK AND PIPING SCOPE OF WORK AND GENERAL NOTES 9 OF 2) SHEET NO. GO I' • • R �y� Kw►LA ' IR 10 6(6 EMIT CENT • OD v V tn V) • UST System Project Documentation and Checklist Checklist of Documents 1. Backfill quarry certificates and weight tickets 2. UST location approvals with terminal operations 3. UST warranty documents 4. UST Charts 5. UST air test documents 6. UST as built drawings 7. UST precision test 8. Product line, fittings and 1ST warranty documents 9. Product line air test documents 10. Product line as built drawings 1 1 . Product line precision test 12. Vapor recovery CARE & A/R ratio test documents 13. Product line as built drawings 14. Product line precision test 15. ATG startup and warranty documents and console program tape 16. Containment sump hydrostatic test documents 17. Dispenser startup and warranty documents 1 8. Dispenser weights and measure calibration documents 1 9. BP hanging hardware continuity test documents Excavation and Backfill 1. Visually inspect backfill material for suitability to UST manufacturer specifications and the BP Bovis Alliance requirements. Refer to UST scope of work drawings G.0.2.1 & G.0.2.2, Excavation and Backfill Section, Backfill Specifications for more detail. 2. Insure the backfill is clean, free flowing, not frozen, and not intermixed with unsuitable materials. Refer to UST scope of work drawings G.0.2.1 & G.0.2.2, Excavation and Backfill Section, Backfill Specifications for more detail. 3. Insure backfill material provides proper depth, lateral spacing and support for all piping. Refer to UST scope of work drawings G.0.2.1 & G.0.2.2, Excavation and Backfill Section, Backfill Specifications for more detail along with applicable piping details from project drawings. 4. Insure backfill material provides proper depth, lateral spacing and support for all piping. Refer to UST scope of work drawings G.0.2.1 & G.0.2.2, Excavation and Backfill Specifications for more detail, along with applicable UST installation details from project drawings. 5. Obtain copies of backfill quarry certificates and weight tickets (ASTM C -33) for project file. Ballast 1. Document the type of ballast utilized (Water, Fuel, or none) 2. Insure if ballast is used, the type is in compliance with Federal, State and Local requirement. Fuel is prohibited as ballast in many areas. 3. Insure the installation contractor places proper 12 ft high vent piping if fuel is used as ballast. 4. Water used as ballast shall be removed as fully as possible and any remaining amounts (1/4 of inch as example) documented before fuel is added to the UST. UST Anchoring 1. UST anchors shall be installed if required by Federal, State or Local requirements, or as specified by the site engineer, designer and/or owners representative. 2. UST anchors shall be installed in high water tables at the direction of the 13P Bovis- Project manager. 3. Document the type of anchoring installed. Always use the UST manufacturer instructions for installation of the anchors and supply of the UST straps. Copies shall be placed in project files and to the owner's operational maintenance files. Photographs are preferred. 4. Reference specific details for spacing and components specifications on the applicable UST Installation drawings. 5. When working below grade, reference the safety requirements noted in the applicable UST Installation drawings along with applicable site safety contractual documents. UST Testing 1. All UST installations shall be tested in accordance with Federal, State or Local requirements and in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2 as a minimum. 2. The installation contractor shall provide the BP Bevis Project Manager all completed warranty validation testing documents of the UST manufacturer, UST charts, along with applicable State or Local requirement documentation of installation testing results. Copies shall be placed in project files and to the owner's operational maintenance files. 3. The UST shall be visually inspected above grade prior to installation for defects, out of roundness, or damage from transportation. All concerns shall be documented and the UST manufacturer notified for inspection, repair, and re- certification prior to installation. Copies shall be placed in project files and to the owner's operational maintenance files. 4. The interstitial space shall be visually inspected for proper fluid levels, color, and for any exterior or interior leaks. 5. The UST compartment shall be air tested pressurizing to 5 PSI above grade prior to installation and all joints soap tested. The interstitial space shall not be pressurized, but the fluids levels checked during this test. The testing shall always be manned and a series of double gauges and regulators used to insure no over pressurization. 6. The UST compartment air tested shall be repeated after the UST has been installed and backfilled unless ballast is required to install the UST in high water tables. The interior of the UST shall be visually inspected for any interstitial fluid leaks post this air test along with the reservoir level. 7. The UST burial depth (elevation of top and bottom of UST) shall be verified and documented at both ends of the UST. Deflections of the UST as measured by the recommendations of the manufacturer (typically inside diameter from bottom to underside of bungs) shall measured, compared to manufacturers specifications, and documented for project files and to the owner's operational maintenance files. 8. All exposed metal pipe and fittings shall be visually inspected and be in accordance to the schedule, specifications, and protection (coatings & tape wraps) of the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings and the applicable UST Fitting drawings. 9. As built drawings for UST locations will be documented (pictures preferred) and copies shall be placed in project files and to the owner's operational maintenance files. 10. A precision test according to Federal, State or Local requirements shall be performed prior to placing the UST in service by a third party firm certified and licensed for this testing in accordance with Federal, State and Local requirements according to the UST scope of work drawings G.0.2.1 & G.0.2.2. Copies shall be plated in project files and to the owner's operational maintenance files. a Product Pipe Testing 1. All product piping shall be visually inspected and be in accordance to the schedule, specifications, and details of the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. 2.A11 product piping shall be visually inspected for a positive slope back to the USTs to each and in particular the furthest dispensers in accordance with the UST scope of work drawings 6.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. 3. All backfill material in the piping trenches shall be in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. All temporary supports and blockage used during installation shall be removed prior to the completion on backfilling. 4. All product line installations shall be tested in accordance with Federal, State or Local requirements and in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2 as a minimum. 5. All fiberglass lines shall be tested prior to backfilling. Pressurized primary piping shall be tested to 50 psi and held for 24 his. Secondary piping shall be tested to 10 psi for 1 hr. All Primary and secondary joints shall be soap tested. Testing shall be repeated after backfilling (less soap test on buried joints). 6. Geoflex product piping shall be tested according to the manufacturer's specifications. m 7. The installation contractor shall provide the BP Bovis Project Manager all completed warranty validation testing documents of the piping manufacturer along with applicable State or Local requirement documentation of installation testing results. Copies shall be placed in project files and to the owner's operational maintenance files. 8. As built drawings for product piping locations will be documented (pictures preferred) and copies shall be placed in project files and to the owner's operational maintenance files 9. A precision test according to Federal, State or Local requirements shall be performed prior to placing the product lines in service by a third party firm certified and licensed for this testing in accordance with Federal, State and Local requirements according to the UST scope of work drawings G.0.2.1 & G.0.2.2. Copies shall be placed in project files and to the owner's operational maintenance files. . 4. General contractor shell proved 72 hour notlhcadon to governing agency prior to tank Installation. Stage II Pipe Testing 1. All vapor recovery piping shall be visually inspected and be in accordance to the schedule, specifications, and details of the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. 2. All vapor recovery piping shall be visually inspected for a positive slope back to the USTs to each and in particular the furthest dispensers in accordance with the UST scope of work drawings 6.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. 3. All backfill material in the piping trenches shall be in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. All temporary supports and blockage used during installation shall be removed prior to the completion on backfilling. 4. All vapor recovery line installations shall be tested in accordance with Federal, State or Local requirements and in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2 as a minimum. 5. All vapor recovery lines shall be tested and pass all CARB testing relative to tightness, pressure decay, and blockage rates. Air to liquid ratio testing shall be performed. 6. The installation contractor shall provide the BP Bovis Project Manager all completed warranty validation testing documents of the piping manufacturer along with applicable State or Local requirement documentation of installation testing results. Copies shall be placed in project files and to the owners operational maintenance files. 7. As built drawings for vapor recovery line locations will be documented (pictures preferred) and copies shall be placed in project files and to the owner's operational maintenance files. ATG Inspection & Startup 1. All sump sensors, PLLD units, and console units shall be visually inspected and be accordance to the schedule, specifications, and details of the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawing, and the applicable Veeder Root details. 2. All sump sensors and PLLD wiring shall be in accordance to NEC requirements for class I Division I locations. 3. The ATG system shall be inspected and started up by an authorized service representative including programming and system performance checks. 4. A tape copy of the console program shall be left mounted inside the console along with the copies placed in project files and to the owner's operational maintenance files. 5. The installation contractor shall provide the BP Bovis Project Manager all completed warranty startup documents of the ATG system with the copies placed in project files and to the owner's operational maintenance files. Containment Sump Testing 1. All containment sumps shall be visually inspected and be in accordance to the schedule, specifications, and details of the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawing, the applicable UST Fitting drawing, and the applicable piping details. 2. All containment sumps shall be tested in accordance with Federal, State or Local requirements and in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2 as a minimum. 3. All containment sumps shall be hydrostatically tested with water for 24 his to insure tightness of all penetrations and boot fittings. All water will be removed after the testing and disposed of according to Federal, State or Local requirements. Dispensers 1. Dispenser sumps will be tested according to requirements of containments sump testing above. 2. Island and concrete slope details shall be visually inspected and be in accordance to the schedule, specifications, details of the UST scope of work drawings G.0.2.1 & G.0.2.2, and the applicable dispenser drawings. 3. Dispenser mounting, impact valve mounting, and sump fittings shall be visually inspected and be in accordance to the schedule, specifications, details of the UST scope of work drawings G.0.2.1 & G.0.2.2, and the applicable dispenser drawings. 4. The dispensers shall be inspected and started up by an authorized service representative including programming and system performance checks. 5. The installation contractor shall provide the BP Bovis Project Manager all completed warranty startup documents of the dispensers with the copies placed in project files and to the owner's operational maintenance files. 6. Dispenser shall be tested and sealed for weights and measure requirements according to State or Local requirements. 7. The BP Hanging Hardware Continuity Test (attached form) will be completed prior to the units being placed in service. Copies of the test shall be placed in project files and to the owner's operational maintenance files. Testing shall be per PEI/RP 400 -2. New Site Han Hardware Continuit Test Form • Testing Conducted By: Name: Contractor: General Project & Final System Documentation 1. Backfill quarry certificates and weight tickets 2. UST location approvals with terminal operations 3. UST warranty documents 4. UST Charts 5. UST air test documents 6. UST as built drawings 7. UST precision test 8. Product line, fittings and IST warranty documents 9. Product line air test documents 10. Product line as built drawings General Compliance Notes REVIEWED P FOR ADE CO �hICE p 000rwcp APR Z 5 Z005 City Of .‘",. •:J .*,.e v• 11. Product line precision test 12. Vapor recovery CARB & A/R ratio test documents 13. Product line as built drawings 14. Product line precision test 15. ATG startup and warranty documents and console program tape 16. Containment sump hydrostatic test documents 17. Dispenser startup and warranty documents 18. Dispenser weights and measure calibration documents 19. BP hanging hardware continuity test documents 1. Tank system to be inspected by owner's engineer & governing agency at four (4) separate construction phases as required: a. Tank air test before setting in hole & soap test. b. Tank & primary piping hydrostatically or pneumatically tested for 30 minutes. c. Inspection of all secondary containment, including testing, in accordance with manufacturer's guidelines. d. Final inspection including all portions of the leak detection system. 2. Tank system, leak detectors & monitoring system integrity tests forwarded & approved by governing agency prior to tank system being placed in operation. 3. An unauthorized release response plan must be submitted & approved by governing agency proper to tank operations. 4. Evidence of financial responsibility shall be submitted to governing agency. 1)044.13G CRY KWrLA MAR 1 0 6uu5 PERMIT CENTER QJF NT: CP a z■. SITE ADDRESS: OOI OED MIXED erg cum ti ORAINND TITLE: lcET NOt ARCO MP WEST COAST MICOUCTs, LLC ALLIANCE MANAGER, AGENT FOR OP: G/obalAlliance NATIONAL SITE ADAPT CONSULTANT: pHA / VG ENG‘" 'LAND PLANNING AND DESIGN SPECIALISTS 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 DATE RE ISION DESCRIPTION 3/4/b5 DESIGN REIIER 1 EXPIRES 01 -07- THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OMNED BY BP. ANO ALSO. THAT THE MATERIALS CONTAIN PRINLIDCED AND commENT1AL BUSNESS AFORMATION OF BP. ACCORDINGLY. THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS To ANY OTHER PARTY ANO FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. TtiE RECIPE,NT AGREES TO USE THE MATERIALS ONLY FOR THE UNITED PURPOSE FOR *ICH BP HAS WADE THE MATERIALS AVAILABLE. AND RECIPIENT AGREES TO RET.IRN ALL MATERIALS TO BP Ei THER UPON cONPLE flON OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP. wNICHENER CONES FIRST DEVELOPIEINT FORMATION: UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 V$ 2004 SERIES AMERICAN STANDARDS 15252 Pacific Hwy. So. a@ 154th St. Tukwila, Waahkiton 98188 ORS "' V6.0 3/1/04 Lend Lessee 4 CEIf 1EIMOINII DINE LA PAM CA wm izanz FAC #5515 AWNCE Lek OP 'plt ALLIANCE Pt UST SYSTEM GIECIQ.IST G.0.3 DO PROJECT We BCE #2369 w 0 0 Q m ti v cn w w Ln 0 4 /� = _ 1 ` Harmony Style �__ NON 1 ', iLl r1 = 1 H -Frome Styl �� am I Harmony Styl M�4 �, , ' I � tiri NE H -Frome Style ____.__ Dispenser 1: Side A Test Side B Test Dispenser Side A Test Side B #: , Date: Date: , Dote: Test Date: y Harmony Style A NM � - , d � ► r � H-Frome Style t I �■ 1 �� 1 _ w! A Harmony Style III - i " - ' r i H- Frame Style �.I .1 WI Dispenser 1:. Side Test Side B Test Dispenser #: Side A Test Side B Test Date: Dote: Dote: Date: '■r j i - � MEM _ I ` � Harmony style � � ri. � . i - illia H- Ferame ty 4 ,■n i • � _ .O' #: I , E J Harmony Style 111 _ - `� � ,;_, i tim„ H-Frome Style ___ 1 Dispenser Side A Test Side B Test #:. Dispenser Dote: Side A Test Date: Dote: Side B Test Date: till 1 01111M H -Frame Style 1! o cil IH �!cll • �(•• ( ri r :' 1 W H -Frame Style ____ ,,o Harmony Style ��'' �' r IN - .: O MB Eli I �;; I Hermon Style y 1 Dispenser #: Dispenser #: Side A Test Date: . Side A Test Dote: Side B Test Dote: Side B Test Dote: . • UST System Project Documentation and Checklist Checklist of Documents 1. Backfill quarry certificates and weight tickets 2. UST location approvals with terminal operations 3. UST warranty documents 4. UST Charts 5. UST air test documents 6. UST as built drawings 7. UST precision test 8. Product line, fittings and 1ST warranty documents 9. Product line air test documents 10. Product line as built drawings 1 1 . Product line precision test 12. Vapor recovery CARE & A/R ratio test documents 13. Product line as built drawings 14. Product line precision test 15. ATG startup and warranty documents and console program tape 16. Containment sump hydrostatic test documents 17. Dispenser startup and warranty documents 1 8. Dispenser weights and measure calibration documents 1 9. BP hanging hardware continuity test documents Excavation and Backfill 1. Visually inspect backfill material for suitability to UST manufacturer specifications and the BP Bovis Alliance requirements. Refer to UST scope of work drawings G.0.2.1 & G.0.2.2, Excavation and Backfill Section, Backfill Specifications for more detail. 2. Insure the backfill is clean, free flowing, not frozen, and not intermixed with unsuitable materials. Refer to UST scope of work drawings G.0.2.1 & G.0.2.2, Excavation and Backfill Section, Backfill Specifications for more detail. 3. Insure backfill material provides proper depth, lateral spacing and support for all piping. Refer to UST scope of work drawings G.0.2.1 & G.0.2.2, Excavation and Backfill Section, Backfill Specifications for more detail along with applicable piping details from project drawings. 4. Insure backfill material provides proper depth, lateral spacing and support for all piping. Refer to UST scope of work drawings G.0.2.1 & G.0.2.2, Excavation and Backfill Specifications for more detail, along with applicable UST installation details from project drawings. 5. Obtain copies of backfill quarry certificates and weight tickets (ASTM C -33) for project file. Ballast 1. Document the type of ballast utilized (Water, Fuel, or none) 2. Insure if ballast is used, the type is in compliance with Federal, State and Local requirement. Fuel is prohibited as ballast in many areas. 3. Insure the installation contractor places proper 12 ft high vent piping if fuel is used as ballast. 4. Water used as ballast shall be removed as fully as possible and any remaining amounts (1/4 of inch as example) documented before fuel is added to the UST. UST Anchoring 1. UST anchors shall be installed if required by Federal, State or Local requirements, or as specified by the site engineer, designer and/or owners representative. 2. UST anchors shall be installed in high water tables at the direction of the 13P Bovis- Project manager. 3. Document the type of anchoring installed. Always use the UST manufacturer instructions for installation of the anchors and supply of the UST straps. Copies shall be placed in project files and to the owner's operational maintenance files. Photographs are preferred. 4. Reference specific details for spacing and components specifications on the applicable UST Installation drawings. 5. When working below grade, reference the safety requirements noted in the applicable UST Installation drawings along with applicable site safety contractual documents. UST Testing 1. All UST installations shall be tested in accordance with Federal, State or Local requirements and in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2 as a minimum. 2. The installation contractor shall provide the BP Bevis Project Manager all completed warranty validation testing documents of the UST manufacturer, UST charts, along with applicable State or Local requirement documentation of installation testing results. Copies shall be placed in project files and to the owner's operational maintenance files. 3. The UST shall be visually inspected above grade prior to installation for defects, out of roundness, or damage from transportation. All concerns shall be documented and the UST manufacturer notified for inspection, repair, and re- certification prior to installation. Copies shall be placed in project files and to the owner's operational maintenance files. 4. The interstitial space shall be visually inspected for proper fluid levels, color, and for any exterior or interior leaks. 5. The UST compartment shall be air tested pressurizing to 5 PSI above grade prior to installation and all joints soap tested. The interstitial space shall not be pressurized, but the fluids levels checked during this test. The testing shall always be manned and a series of double gauges and regulators used to insure no over pressurization. 6. The UST compartment air tested shall be repeated after the UST has been installed and backfilled unless ballast is required to install the UST in high water tables. The interior of the UST shall be visually inspected for any interstitial fluid leaks post this air test along with the reservoir level. 7. The UST burial depth (elevation of top and bottom of UST) shall be verified and documented at both ends of the UST. Deflections of the UST as measured by the recommendations of the manufacturer (typically inside diameter from bottom to underside of bungs) shall measured, compared to manufacturers specifications, and documented for project files and to the owner's operational maintenance files. 8. All exposed metal pipe and fittings shall be visually inspected and be in accordance to the schedule, specifications, and protection (coatings & tape wraps) of the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings and the applicable UST Fitting drawings. 9. As built drawings for UST locations will be documented (pictures preferred) and copies shall be placed in project files and to the owner's operational maintenance files. 10. A precision test according to Federal, State or Local requirements shall be performed prior to placing the UST in service by a third party firm certified and licensed for this testing in accordance with Federal, State and Local requirements according to the UST scope of work drawings G.0.2.1 & G.0.2.2. Copies shall be plated in project files and to the owner's operational maintenance files. a Product Pipe Testing 1. All product piping shall be visually inspected and be in accordance to the schedule, specifications, and details of the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. 2.A11 product piping shall be visually inspected for a positive slope back to the USTs to each and in particular the furthest dispensers in accordance with the UST scope of work drawings 6.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. 3. All backfill material in the piping trenches shall be in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. All temporary supports and blockage used during installation shall be removed prior to the completion on backfilling. 4. All product line installations shall be tested in accordance with Federal, State or Local requirements and in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2 as a minimum. 5. All fiberglass lines shall be tested prior to backfilling. Pressurized primary piping shall be tested to 50 psi and held for 24 his. Secondary piping shall be tested to 10 psi for 1 hr. All Primary and secondary joints shall be soap tested. Testing shall be repeated after backfilling (less soap test on buried joints). 6. Geoflex product piping shall be tested according to the manufacturer's specifications. m 7. The installation contractor shall provide the BP Bovis Project Manager all completed warranty validation testing documents of the piping manufacturer along with applicable State or Local requirement documentation of installation testing results. Copies shall be placed in project files and to the owner's operational maintenance files. 8. As built drawings for product piping locations will be documented (pictures preferred) and copies shall be placed in project files and to the owner's operational maintenance files 9. A precision test according to Federal, State or Local requirements shall be performed prior to placing the product lines in service by a third party firm certified and licensed for this testing in accordance with Federal, State and Local requirements according to the UST scope of work drawings G.0.2.1 & G.0.2.2. Copies shall be placed in project files and to the owner's operational maintenance files. . 4. General contractor shell proved 72 hour notlhcadon to governing agency prior to tank Installation. Stage II Pipe Testing 1. All vapor recovery piping shall be visually inspected and be in accordance to the schedule, specifications, and details of the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. 2. All vapor recovery piping shall be visually inspected for a positive slope back to the USTs to each and in particular the furthest dispensers in accordance with the UST scope of work drawings 6.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. 3. All backfill material in the piping trenches shall be in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. All temporary supports and blockage used during installation shall be removed prior to the completion on backfilling. 4. All vapor recovery line installations shall be tested in accordance with Federal, State or Local requirements and in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2 as a minimum. 5. All vapor recovery lines shall be tested and pass all CARB testing relative to tightness, pressure decay, and blockage rates. Air to liquid ratio testing shall be performed. 6. The installation contractor shall provide the BP Bovis Project Manager all completed warranty validation testing documents of the piping manufacturer along with applicable State or Local requirement documentation of installation testing results. Copies shall be placed in project files and to the owners operational maintenance files. 7. As built drawings for vapor recovery line locations will be documented (pictures preferred) and copies shall be placed in project files and to the owner's operational maintenance files. ATG Inspection & Startup 1. All sump sensors, PLLD units, and console units shall be visually inspected and be accordance to the schedule, specifications, and details of the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawing, and the applicable Veeder Root details. 2. All sump sensors and PLLD wiring shall be in accordance to NEC requirements for class I Division I locations. 3. The ATG system shall be inspected and started up by an authorized service representative including programming and system performance checks. 4. A tape copy of the console program shall be left mounted inside the console along with the copies placed in project files and to the owner's operational maintenance files. 5. The installation contractor shall provide the BP Bovis Project Manager all completed warranty startup documents of the ATG system with the copies placed in project files and to the owner's operational maintenance files. Containment Sump Testing 1. All containment sumps shall be visually inspected and be in accordance to the schedule, specifications, and details of the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawing, the applicable UST Fitting drawing, and the applicable piping details. 2. All containment sumps shall be tested in accordance with Federal, State or Local requirements and in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2 as a minimum. 3. All containment sumps shall be hydrostatically tested with water for 24 his to insure tightness of all penetrations and boot fittings. All water will be removed after the testing and disposed of according to Federal, State or Local requirements. Dispensers 1. Dispenser sumps will be tested according to requirements of containments sump testing above. 2. Island and concrete slope details shall be visually inspected and be in accordance to the schedule, specifications, details of the UST scope of work drawings G.0.2.1 & G.0.2.2, and the applicable dispenser drawings. 3. Dispenser mounting, impact valve mounting, and sump fittings shall be visually inspected and be in accordance to the schedule, specifications, details of the UST scope of work drawings G.0.2.1 & G.0.2.2, and the applicable dispenser drawings. 4. The dispensers shall be inspected and started up by an authorized service representative including programming and system performance checks. 5. The installation contractor shall provide the BP Bovis Project Manager all completed warranty startup documents of the dispensers with the copies placed in project files and to the owner's operational maintenance files. 6. Dispenser shall be tested and sealed for weights and measure requirements according to State or Local requirements. 7. The BP Hanging Hardware Continuity Test (attached form) will be completed prior to the units being placed in service. Copies of the test shall be placed in project files and to the owner's operational maintenance files. Testing shall be per PEI/RP 400 -2. New Site Han Hardware Continuit Test Form • Testing Conducted By: Name: Contractor: General Project & Final System Documentation 1. Backfill quarry certificates and weight tickets 2. UST location approvals with terminal operations 3. UST warranty documents 4. UST Charts 5. UST air test documents 6. UST as built drawings 7. UST precision test 8. Product line, fittings and IST warranty documents 9. Product line air test documents 10. Product line as built drawings General Compliance Notes REVIEWED P FOR ADE CO �hICE p 000rwcp APR Z 5 Z005 City Of .‘",. •:J .*,.e v• 11. Product line precision test 12. Vapor recovery CARB & A/R ratio test documents 13. Product line as built drawings 14. Product line precision test 15. ATG startup and warranty documents and console program tape 16. Containment sump hydrostatic test documents 17. Dispenser startup and warranty documents 18. Dispenser weights and measure calibration documents 19. BP hanging hardware continuity test documents 1. Tank system to be inspected by owner's engineer & governing agency at four (4) separate construction phases as required: a. Tank air test before setting in hole & soap test. b. Tank & primary piping hydrostatically or pneumatically tested for 30 minutes. c. Inspection of all secondary containment, including testing, in accordance with manufacturer's guidelines. d. Final inspection including all portions of the leak detection system. 2. Tank system, leak detectors & monitoring system integrity tests forwarded & approved by governing agency prior to tank system being placed in operation. 3. An unauthorized release response plan must be submitted & approved by governing agency proper to tank operations. 4. Evidence of financial responsibility shall be submitted to governing agency. 1)044.13G CRY KWrLA MAR 1 0 6uu5 PERMIT CENTER QJF NT: CP a z■. SITE ADDRESS: OOI OED MIXED erg cum ti ORAINND TITLE: lcET NOt ARCO MP WEST COAST MICOUCTs, LLC ALLIANCE MANAGER, AGENT FOR OP: G/obalAlliance NATIONAL SITE ADAPT CONSULTANT: pHA / VG ENG‘" 'LAND PLANNING AND DESIGN SPECIALISTS 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 DATE RE ISION DESCRIPTION 3/4/b5 DESIGN REIIER 1 EXPIRES 01 -07- THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OMNED BY BP. ANO ALSO. THAT THE MATERIALS CONTAIN PRINLIDCED AND commENT1AL BUSNESS AFORMATION OF BP. ACCORDINGLY. THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS To ANY OTHER PARTY ANO FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. TtiE RECIPE,NT AGREES TO USE THE MATERIALS ONLY FOR THE UNITED PURPOSE FOR *ICH BP HAS WADE THE MATERIALS AVAILABLE. AND RECIPIENT AGREES TO RET.IRN ALL MATERIALS TO BP Ei THER UPON cONPLE flON OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP. wNICHENER CONES FIRST DEVELOPIEINT FORMATION: UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 V$ 2004 SERIES AMERICAN STANDARDS 15252 Pacific Hwy. So. a@ 154th St. Tukwila, Waahkiton 98188 ORS "' V6.0 3/1/04 Lend Lessee 4 CEIf 1EIMOINII DINE LA PAM CA wm izanz FAC #5515 AWNCE Lek OP 'plt ALLIANCE Pt UST SYSTEM GIECIQ.IST G.0.3 DO PROJECT We BCE #2369 w 0 0 Q m ti v cn w w Ln 0 • SUMP SEALING AT CANOPY COLUMN FOR APOLLO DISPENSERS DESCRIPTION; 1. APPUCABLE FOR ALL NEW CONSTRUCTION USING APOLLO /HARMONY DISPENSER & SUMPS, THE SMALL. GAP BETWEEN THE .ANOPY COLUMN & SUMP SHALL BE SEALED USING P11 PASTE. SEE DETAIL BELOW. 2. THE CONCRETE EXIT PENETRATION OF DISPENSER CONDUCTS SHOULD BE. SEALED USING PTi SELF — LEVELING MATERIAL. SEE DETIAL BELOW. 3. THE USE OF HYDROCARBON CAULK SHOULD BE DISCONTINUED, AND PTi PASTE & SELF — LEVELING SHALL BE USED IN ALL INSTALLATIONS A PI FMFNTATIOM APPLICABLE FOR ALL SITES. BOTH ARCO & BP BRAND LOCATIONS USING APOLLO /HARMONY DISPENSERS & SUMPS INSTALLATION _INSTRUCTIONS; $EALIIIG ENVIRON DISPENSER PAN AT CANOPY COLUMN: 1. PREPARE SURFACES FOR PTi MATERIALS: USING SCOTCH BRITS PADS OR EMORY CLOTH, SCUFF ALL SURFACES TO RECEIVE PTi MATERIALS. 2. SURFACES SCUFFED TO A DULL FINISH: SURFACES HAVE BEEN SCUFFED ON THE COLUMN & THE SUMP TOP PORTION. NCTE THAT ALL SURFACES THAT ARE NOT TO RECEIVE THE PTi MATERIALS MUST BE MASKED WITH TAPE TO PREVENT UNSIGHTLY MIS — APPLICATION. 3. P11 MIXING: REMOVE THE BLACK JAR FROM THE BUCKET. ADD CONTENTS OF THE JAR TO THE BUCKET. TAKE SOME OF THE WHITE PASTE FROM THE BUCKET & THOROUGHLY MIX INTO THE REMAINDER IN THE JAR. MIX IN BUCKET UNTIL THERE ARE ABSOLUTELY NO STREAKS. 4 . APPLYING P11 PASTE AS A SEALANT: APPLY PT1 PASTE WITH A SPATULA OR BY HAND. OVERLAP AREA ABOUT 1" TO ALLOW PROPER SEALING. 5. PTi PASTE APPLIED TO COLUMN & SUMP: JOINTS SHOULD HAVE Y4" COVE OR MORE. OVERLAP COLUMN ONTO SUMP BY ABOUT 1" TO FORM A SHIELD. 6. POURING P71 SELF — LEVELING TO FILL LARGER, GRAVEL FILLED GAPS: USING A SMALL SAFETY CONE CUT IN HALF, FUNNEL THE PTi SELF — LEVELING INTO CAVITY TO BE FILLED. NOTE: SEE DESCRIPTION & INSTALLATION INSTRUCTIONS ABOVE FOR DETAILS FILL CAVITY AROUND CONDUITS WITH PTI SELF LEVELING COMPOUND DISPENSER SUMP PIPING DETAIL THIS DETAIL APPUCABLE WHERE STAGE II PIPING DOES NOT CROSS PRODUCT PIPING. 3 FRP VAPOR RETURN MANIFOLD TO TANKS 2" FRP DROP FROM 0 OR EACH DISPENSER ENVIRON CROSSOVER SUPPORT (TYP.) 2" FRP VAPOR OR RETURN LEG 0 ME; FOP ILLUSTRATION PURPOSES, A NON— BLENDING OPTION IS SHOWN. FOR A BLENDING SOLUTION, DELETE THE THIRD PRODUCT LINE. SEAL RAIN UP AROUND CANOPY COLUMN WITH PTI PASTE €3 ,3" FRP VAPOR RETURN MANIFOLD TO TANKS PIPING PASS —TMRU SUMP 1 1/2" OR 2" FLEX SCALE: NTS FIRE EXTINGUISHER FOR DISPENSER AREA INSTALLATION DETAILS CABINET: KID— FXC -24 WI TH BREAKABLE GLASS, 24 "x1O "x6" OR EQUAL FIRE EXTINGUISHER: KID -10 -460 100 4: A -60 —BC OR EQUAL MOUNT FIRE EXTINGUISHER CABINET TO TUBE STEEL CO'_UMN INSTA S LL FIRE EXTINGUISHER AS SHOWN IN DETAILS, QQ NOT MOUNT TO DISPENSER. FIRE EXTINGUISHER FOR DISPENSER AREA TYPICAL LOCATIONS FOR STARTER GATE & DOMINO CANOPIES NOTE; ACTUAL NUMBER OF FIRE EXTINGUISHERS TO MEET LOCAL REQUIREMENTS Y4" ANGLE WELD AROUND PERIMETER OF TUBE STEEL % "0x12 "L HILTI EPDXY SET THREADED FASTENERS MIL AcTuAL NUMBER OF FIRE EXTINGUISHERS TO MEET LOCAL REQUIREMENTS l' . • a , \\/ ‘ \ a • IQ I 4•) 4 ;7 INSTALL POST ON CENTERLINE OF DISPENSER ISLAND FORMS (TYPICAL) Q INSTALL POST ON CENTERLINE OF CANOPY CENTERED BETWEEN DISPENSER ISLAND FORMS (TYPICAL) 4 "x4 "xY4" TUBE STEEL COLUMMN 8 "x8 "4" STEEL BASE PLATE GRADE i CONCRETE FORECOURT - TYPICAL STARTER GATE CANOPY TYPICAL DOMINO CANOPY SCALE: NTS STANDARD PIPE BOLLARD DETAIL t FILL BOLL CONCRETE ARD WITH riot 3' -6" t7O4d4 • • ' 0 1 • a _____it CONCRETE FOUNDATIONS SHOWN ARE MINIMUM REQUIREMENTS; LOCAL BUILDING CODES OR FROST LINE MAY REQUIRE GREATER DEPTH • • SCALE: NTS 1 -3 "9, MIN. SCALE: NTS ALTERNATE PIPE BOLLARD DETAIL SCALE: NTS FILL BOLLARD WITH CONCRETE d ,' 7'7 o reit 4 " 0 3' -6" NOTE; THIS BOLLARD AND FOUNDATION SATISFIES BOTH CONSTRAINED & NON —CONSTRAINED SOIL CONDITIONS. USE THIS DESIGN IN JURISDICTIONS THAT FOLLOW NFPA 30/30A, OR THE UNIFORM & INTERNATIONAL FIRE CODES. STAGE 11 CONDENSATE TRAP 3" FRP BELL ADAPTER 3" NPT PLUG DRILLED FOR 3/4" COMPRESSION FIG 3/8" COPPER LINE WITH 1" ABS FLEXIBLE PIPING WITH RADIUS BENDS BACK TO UST SUMP 3" FRP VAPOR LINE TO TANK MANIFOLD (SLOPE 1 /4 " /FT MIN.) 3" FRP TEE C) 3" FRP PIPE 13 3" FRP CAP t4e „ REDUCER DOUNUT (TYP.) 3/8" COPPER LINE WITH 1" ABS FLEXIBLE PIPING WITH RADIUS BENDS BACK TO UST SUMP PEA GRAVEL BACKFILL 6" WIDE DETECTABLE UNDERGROUND MARKING TAPE BURIED 6 " -12" BELOW FINISHED GRADE: EMPIRE MAGNATEC #31 -143 PIPE TRENCH DETAIL a itt 2" OR 3" FRP VAPOR RETURN ' �► ' 7 "� 7 LINE (NOTE: DOUBLE WALL ONLY WHERE REQUIRED) NOTE; IN COMBINED TRENCH, MIN. 8" BETWEEN STAGE I1 & PRODUCT PIPING (C.L.) CONCRETE FOUNDATIONS SHOWN ARE MINIMUM REQUIREMENTS; LOCAL BUILDING CODES OR FROST LINE MAY REQUIRE GREATER DEPTH 1' -2 "t PEA GRAVEL BACKFILL N IE: USE THIS DETAIL ONLY IF PROPER SLOPE FROM DISP. TO TANKS CANNOT BE ATTAINED. WRITTEN APPROVAL FROM FUEL SYSTEMS DESIGN MANAGER REQUIRED PRIOR TO USE. FOR ILLUSTRATION PURPOSES, A BLENDING OPTION IS SHOWN. FOR A NON— BLENDING SOLUTION, ADDITIONAL PIPING IS REQUIRED. LINE OF SUMP DETAIL AT UST SUMP NOTE; CONDENSATE TRAP SHOULD BE LOCATED WITHIN 50' OF SUBMERSIBLE PUMP, PROVIDING SUCTION. MAXIMUM VACUUM PROVIDED BY STP IS 26" OF MERCURY (12.8 psi). ▪ 8 • 0 ih 0 M 1 -3 "f MIN. 12 MANHOLE SCALE: NTS SLOPE CONCRETE AWAY FROM MANHOLE 1" RISE OVER 12" RUN 3" FRP VAPOR LINE FROM DISP. (SLOPE 1 /4 " /FT MINIMUM) CONCRETE OR ASPHALT PAVING 1" FLEXIBLE DOUBLE ENTRY BOOT C1 11 E E/V MAR 10 kuU5 PERMIT CENTER 2 a r SCALE: NTS 1 1/2" OR 2" DOUBLE WALL PRODUCT PIPING xx ,N� rES mEMS FOUND ON MATERIALS UST SHEETS CUENT: / \ SITE ADORESS: ORM DRArMNG TITLE: SHEET NO ,411. ARCO dN NW COM INICUUC1t, LLC ALLIANCE MANAOER, AGENT FOR BP: Bovis Lend Lase G/obalAlliance 4 C8lTERPOMIE DIOME u PALYA CA N NATIONAL 91E ADAPT CONSULTANT: DATE 3/4/06 DESIGN REMO/ 1 EXPIRES 01 - 07 — DEVELOPMENT INFORMATION • o 'vivo PLAYING AND DESIGN SPECMLJSTS' NUE SOUTH • KENT, WASHINGTON 98032 (425) 251 -6222 REM9oN DESORPTION THIS RECIPIENT Of THESE MATERALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP. ANC ALSO. THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP ACCORDINGLY. NNE RECIPIENT AGREES TO RETAIN THESE MATERIA.S M STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURflER AGREES NOT TO MAKE COPIES Of THE MATERIALS. THE REORIENT AGREES TC USE TM: MATERIALS ONR THN< L 1TD PURPOSE FOR MULCH BP HAS MADE THE MATERIALS A''A1LABLE, AND REOPU T AGREES TO LY R ALL MATERIALS TO B' EITHER UPON COMPLETION OF THE INTENDED PIJIIPOSE OR UPON THE REQUEST OF W». rR+K]EVER COVES FIRST UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 V-6 2004 SERIES AMERICAN STANDARDS 15252 Pacific Hwy. So. a@ 154th St. Tukwila, Washington 98188 DESIGNED Br.. • ( 1 t.t V6.0 3/1 /04 FAC #5515 ORS him= um REM ALLIANCE PJ! PROJECT No: BCE #2369 GENERAL NOTES AND MC. DETAILS G.0.5 i; `0 (f) 0 r 0 0 0) rr) 0 E F-- 0 0 ' CLJENT: IF AR • WEST COAST MOOUCTS, ILC AWANCE MANAGER, MINT FOR SP: Bovi Land Lasso G/obalAlliance 4 CEIMPIPOINTE MINE LA PPM CA son NATIONAL SITE ADAPT CONSULTANT: pHA s � .G dia's o ■ '• Ci s ""igprirr db f' 6,- e, 44- NG E N MO . LAND PLANNING AND DESIGN SPEC:AM S 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 N0. DATE REVISION DESCRIPTION A\ \ 3/4/16 DESIGN RENEW L 3 0 0 � I Zs, L � A A & SQL , s G4.0 . 'l 0 A Sy IS) c 0 / 8527 �% a,,,, I f / '., MA L * 1 EXPIRES 01 -07 -01 THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT 1N THE MATERIALS IS OMINED BY RP. AND ALSO. THAT THE MATERIALS CONTAIN PRIVK,EDUD AND CONFIDENTIAL BUSINESS INFORMATION OF Sp. ACCORDIN(,LY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS M STRICT C RO1DENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY ANO FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS THE RECJiMENT AGREES TO uSE THE MATERIALS ONLY FOR THE LIMTED PURPOSE FOR I•IICH BP HAS MADE THE MATERIALS AVAILABLE. ANO REcPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMP;,ETIOPI OF THE INTENDED PURPOSE CO UPON THE REDDEST OF BP. *+ICHEvER COMES FIRST DEVELOPMENT INF0RMA11ON: UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 V-6 2004 SERIES AMERICAN STANDARDS stir ADDRESS: 15252 Pacific Hwy. So. @ 154th St. Tukwila, Washington 98188 FAC *5515 DOMED S $111( ALLIANCE Mkt OM • OIEO Sr. INK OP IIEPMt DRAMA SRI! Bns ALLIANCE Pit "9°ft V6.0 3/1/04 P" . CT • BCE *2369 DRAWING RITE!`: VENT STACK DETAILS MEET No- G.O.6 • 4•1 or VENT RISER DETAILS (TYPICAL SINGLE WALL WITH (4) GAS TANKS VENT MANIFOLD (SEE NOTE BELOW) 1' -0" MIN. 12" ROUND SONNET TUBE (TYP. OF 2) (. VENT MANIFOLD (SEE NOTE BELOW) 1' - MIN. 2" SW FRP VENT LINES TO TANKS. SEE NOTE BELOW z 5 t 0 0 i+) 1 " R 2 ROUND SONNET TUBE (TYP. OF 2) z� 0 1 o ; MI • d V ( i 1 -N" I V II 0 1I�I I ' R"I,P*4 b ••k %ki 41' SEAL OFF CONCRETE COLLAR NOTES; IN ORDER TO PROVIDE MECHANICAL FLEXIBILITY WITHIN THE RIGID PIPING SYSTEM, PROVIDE AT LEAST 4 FEET OF STRAIGHT PIPE RUN BEFORE A C; :".NI•E IN DIRECTION OF 30 DEGREES OR MORE. (NFPA 30A (2000 & 2003) §5.3.3(2)), (UFC (2000) §7901.11. 7.2) (3 RCNY §21 -20 (e) (6)) ) THE VENT CONFIGURATION SHOWN IS IN ACCORDANCE WITH CP -201 THE NUMBER OF VENT CAPS AT ANY GDF SHALL NOT PERMIT AN ADDITIVE LEAK RATE OF MORE THAN .17 CHF AT 2" OF WATER COLUMN. MAX ALLOWED WITHOUT MANIFOLDING IS (3). THE VENT DISCHARGE SHALL BE LOCATED SO THAT VAPORS ARE RELEASED AT A SAFE POINT OUTSIDE OF BUILDINGS AND NOT LESS THAN 3.6 M (12 FT) ABOVE THE ADJACENT GROUND LEVEL. VAPORS SHALL BE DISCHARGED UPWARD OR HORIZONTALLY AWAY FROM ADJACENT WALLS. VENT OUTLETS SHALL BE LOCATED SO THAT VAPORS WILL NOT BE TRAPPED BY EAVES OR OTHER OBSTRUCTIONS AND SHALL BE AT LEAST 1.5 M (5 FT ) FROM BUILDING OPENINGS. VENTS SHALL BE INSTALLED IN ACCORDANCE WITH (NFPA 30 (2003) §5.7.2), (UFC (2000) §7902.13), (3 RCNY §21 -10). IN NYC EACH UNDERGROUND MOTOR FUEL STORAGE TANK SHALL BE PROVIDED WITH A SEPARATE VENT LINE WITHOUT ANY TRAP OR DEVICE WHICH CAUSES EXCESSIVE BACK PRESSURE AND SHALL BE MAINTAINED UNOBSTRUCTED AT ALL TIMES. PER 3 RCNY §21 - -20 (1) (2) VENT RISERS SHOULD STAND NO LESS THAN 3' FROM OUTSIDE EDGE OF CURB THE ACTUAL NUMBER OF VENT RISERS IS DETERMINED BY THE NUMBER OF UNDERGROUND STORAGE TANKS. THE DIESEL VENT RISER IS ALWAYS SEPERATE. VENT RISER DETAILS (TYPICAL DOUBLE WALL WITH (4) GAS TANKS) >k� • Tmr 2" FRP VENT UNES TO TANKS. SEE NOTE BELOW ivo It 6, 4 ' 22 fF 41. PRESSURE VACUUM VENT CAP (TYP.) 1/4" BEVEL BUTT WELD SMOOTH (TYP.) 4" SQUARE TUBE FRAME PAINT BLACK. FASTEN VENT RISERS SECURELY TO FRAME WITH PRE - FORMED UNISTRUT BRACKETS. (TYP.) 2" SCH. 40 GALVANIZED STEEL RISER. PAINT PER SPECS (TYP.) FIELD PAINT OR WRAP EXPOSED FRP PIPING FOR ADDITIONAL U.V. PROTECTION EXPLOSION PROOF J- BOX MOUNTED TO POST INSTALL (2) 1" CONDUITS W/ PULL ROPE FOR FUTURE TANK DIAGNOSTIC REQUIREMENTS ROUTE TO MONITORING PANEL IN BUILDING 1/4" BEVEL BUTT WELD SMOOTH ( TYP •) 4" SQUARE TUBE FRAME PAINT BLACK. FASTEN VENT RISERS SECURELY TO • FRAME WITH PRE - FORMED UNISTRUT BRACKETS. (TYP.) 2" SCH. 40 GALVANIZED STEEL RISER. PAINT PER SPECS (TYP.) FIELD PAINT OR WRAP EXPOSED FRP PIPING FOR ADDITIONAL U.V. PROTECTION EXPLOSION PROOF J -80X MOUNTED TO POST SEAL OFF INSTALL (2) 1" CONDUITS W/ PULL ROPE FOR FUTURE TANK DIAGNOSTIC REQUIREMENTS ROUTE TO MONITORING PANEL IN BUILDING CONCRETE COLLAR VENT RISERS SHOULD STAND NO LESS THAN 3' FROM OUTSIDE EDGE OF CURB VENT RISERS SHOULD STAND NO LESS THAN 3' FROM OUTSIDE EDGE OF CURB IN O R DER TO PROVIDE MECHANICAL FLEXIBIUIY WITMN THE RIGID PIPING SYSTEM, PROVIDE AT LEAST 4 FEET OF STRAIGHT PIPE RUN BEFORE A CHANGE IN DIRECTION OF 30 DEGREES OR MORE. (NFPA 30A (2000 & 2003) 15.3.3(2)), (UFC (2000) 1 7901.11.7.2) (3 RCNY §21 (e) (6)) ) THE VENT CONFIGURATION SHOWN IS IN ACCORDANCE WITH CP -201 THE NUMBER OF VENT CAPS AT ANY GDF SHALL NOT PERMIT AN ADDITIVE LEAK RATE OF MORE THAN .17 CHF AT 2" OF WATER COLUMN. MAX ALLOWED WITHOUT MANIFOLDING IS (3). THE VENT DISCHARGE SHALL BE LOCATED SO THAT VAPORS ARE RELEASED AT A SAFE POINT OUTSIDE OF BUILDINGS AND NOT LESS THAN 3.6 M (12 FT) ABOVE THE ADJACENT GROUND LEVEL. VAPORS SHALL BE DISCHARGED UPWARD OR HORIZONTALLY AWAY FROM ADJACENT WALLS. VENT OUTLETS SHALL BE LOCATED SO THAT VAPORS WILL NOT BE TRAPPED BY EAVES OR OTHER OBSTRUCTIONS AND SHALL BE AT LEAST 1.5 M (5 FT ) FROM BUILDING OPENINGS. VENTS SHALL BE INSTALLED IN ACCORDANCE WITH (NFPA 30 (2003) 15.7.2), (UFC (2000) 07902.13), (3 RCNY §21 -10). IN NYC EACH UNDERGROUND MOTOR FUEL STORAGE TANK SHALL BE PROVIDED WITH A SEPARATE VENT UNE WITHOUT ANY TRAP OR DEVICE WHICH CAUSES EXCESSIVE BACK PRESSURE AND SHALL BE MAINTAINED UNOBSTRUCTED AT ALL TIMES. PER 3 RCNY 021-20 (1) (2) VENT RISERS SHOULD STAND NO LESS THAN 3' FROM OUTSIDE EDGE OF CURB THE ACTUAL NUMBER OF VENT RISERS IS DETERMINED BY THE NUMBER OF UNDERGROUND STORAGE TANKS. THE DIESEL VENT RISER IS ALWAYS SEPERATE. VENT MANIFOLD (SEE NOTE BELOW) o I i') 0 R N Z 2" S.W. FRP VENT PIPE SLOPE 1 /4" PER FT. TO TANK VENT MANIFOLD PRESSURE VACUUM VENT CAP (TYP.) (SEE NOTE BELOW) z Zip u z / - IP t 2" GALVANIZED TEE /I,;�,�� ' ' i G'g 2" GALVANIZED UNION & NIPPLES +�I l �I r ' r � t ' 2 GALVANIZED ELBOW /' 3' -6 MIN. SEE DETAIL 2 1 " GALV. RISER 2" GALV. COUPLING 2" BELL x MALE ADAPTER CONCRETE COLLAR •-••••\ , 13 4.1 I ' _ _ ' 3'- 6" MIN. • ! III III11111 v SEE DETAIL 2" D.W. FRP VENT PIPE SLOPE 1/4" PER FT. TO TANK 2 GALV. RISER 2" GALV. COUPLING 2" BELL x MALE ADAPTER 2 CONTAINMENT lEJMNIN A TOON FITTING W/ JEST PORT (TYP. ) CONCRETE COLLAR PRESSURE VACUUM VENT CAP (SEE NOTE BELOW) FASTEN VENT RISERS SECURELY TO FRAME WITH PRE - FORMED UNISTRUT BRACKETS. (TYP.) III FIELD PAINT OR WRAP EXPOSED FRP PIPING FOR ADDITIONAL U.V. PROTECTION I , EXPLOSION PROOF J- BOX ROPE FOR FUTURE TANK DIAGNOSTIC MOUNTED TO POST IL '''. ./ 1 �1 INSTALL (2) 1" CONDUITS VW PULL SEAL OFF a N VENT DETAIL 12" 0 CONCRETE FOUNDATION ■ NOTE: FIELD PAINT OR WRAP EXPOSED FRP PIPING WITH 3M SCOTCHWRAP `` NO. 50 ALL WEATHER 10 MIL. TAPE FOR ADDITIONAL U.V. PROTECTION s // 6 "0 STEEL SLEEVE. PRESSURE VACUUM VENT CAP (SEE NOTE BELOW) 2" GALVANIZED TEE a GALVANIZED UNION & NIPPLES 2" GALVANIZED ELBOW FASTEN VENT RISERS SECURELY TO FRAME WITH PRE - FORMED UNISTRUT BRACKETS. (TYP.) FIELD PAINT OR WRAP EXPOSED FRP PIPING FOR ADDITIONAL U.Y. PROTECTION EXPLOSION PROOF J- BOX MOUNTED TO POST SEAL OFF VENT DETAIL INSTALL (2) 1" CONDUITS W/ PULL ROPE FOR FUTURE TANK DIAGNOSTIC REQUIREMEN TS ROUTE TO MONITORING PANEL IN BUILDING "k z FILL WITH P11 PASTE 12" 0 CONCRETE FOUNDATION 2 FRP ELBOW NOTE: FIELD PAINT OR WRAP EXPOSED FRP PIPING WITH 3M SCOTCHWRAP N0. 50 ALL WEATHER 10 MIL. TAPE FOR ADDITIONAL U.V. PROTECTION 6 "M STEEL SLEEVE. FILL WITH P11 PASTE 2" COAXIAL ELBOW SCALE: NTS SCALE: NTS VENT RISER DETAILS (TYPICAL SINGLE WALL WITH GAS & DIESEL) 12" ROUND SONNET TUBE (TYP. OF 2) 2" SW FRP VENT LINES TO TANKS. SEE NOTE BELOW OT E SS N ORDER TO PROVIDE MECHANICAL FLEXIBILITY WITHIN THE RIGID PIPING SYSTEM, PROVIDE AT LEAST 4 FEET OF STRAIGHT PIPE RUN BEFORE A CHANGE IN DIRECTION OF 30 DEGREES OR MORE. (NFPA 30A (2000 & 2003) §5.3.3(2)), (UFC (2000) §7901.11.7.2) (3 RCNY §21 -20 (e) (6)) ) THE VENT CONFIGURATION SHOWN IS IN ACCORDANCE WITH CP -201 THE NUMBER OF VENT CAPS AT ANY GDF SHALL NOT PERMIT AN ADDITIVE LEAK RATE OF MORE THAN .17 CHF AT 2" OF WATER COLUMN. MAX ALLOWED WITHOUT MANIFOLDING IS (3). THE VENT DISCHARGE SHALL BE LOCATED SO THAT VAPORS ARE RELEASED AT A SAFE POINT OUTSIDE OF BUILDINGS AND NOT LESS THAN 3.6 M (12 FT) ABOVE THE ADJACENT GROUND LEVEL. VAPORS SHALL BE DISCHARGED UPWARD OR HORIZONTALLY AWAY FROM ADJACENT WALLS. VENT OUTLETS SHALL BE LOCATED SO THAT VAPORS WILL NOT BE TRAPPED BY EAVES OR OTHER OBSTRUCTIONS AND SHALL BE AT LEAST 1.5 M (5 FT ) FROM BUILDING OPENINGS. VENTS SHALL BE INSTALLED IN ACCORDANCE WITH (NFPA 30 (2003) §5.7.2), (UFC (2000) §7902.13), (3 RCNY §21 -10). IN NYC EACH UNDERGROUND MOTOR FUEL STORAGE TANK SHALL BE PROVIDED WITH A SEPARATE VENT LINE WITHOUT ANY TRAP OR DEVICE WHICH CAUSES EXCESSIVE BACK PRESSURE AND SHALL BE MAINTAINED UNOBSTRUCTED AT ALL TIMES. PER 3 RCNY *21-20 (1) (2) VENT RISERS SHOULD STAND NO LESS THAN 3' FROM OUTSIDE EDGE OF CURB THE ACTUAL NUMBER OF VENT RISERS IS DETERMINED BY THE NUMBER OF UNDERGROUND STORAGE TANKS. THE DIESEL VENT RISER IS ALWAYS SEPERATE. VENT RISER DETAILS (TYPICAL DOUBLE WALL WITH GAS & DIESEL) DIESEL VENT CAP (IF INSTALLED) 1' -0" MIN. 1' -0" MIN. DIESEL VENT CAP (IF INSTALLED) • 5I _ O' • 5 o 2 a 0 " P"I _yr* 12" ROUND SONNET TUBE (TYP. OF 2) 2" DW FRP VENT UNES TO TANKS. SEE NOTE BELOW !Oa 4 411 %11 vots ti •• 1 S 4 \VI `oA 0 PRESSURE VACUUM VENT CAP (TYP.) 1/4" BEVEL BUTT WELD SMOOTH (TYP.) 4" SQUARE TUBE FRAME PAINT BLACK. FASTEN VENT RISERS SECURELY TO FRAME WITH PRE - FORMED UNISTRUT BRACKETS. (TYP.) 2" SCH. 40 GALVANIZED STEEL RISER. PAINT PER SPECS (TYP.) FIELD PAINT OR WRAP EXPOSED FRP PIPING FOR ADDITIONAL U.V. PROTECTION 0 EXPLOSION PROOF J- BOX MOUNTED TO POST SEAL OFF CONCRETE COLLAR ss INSTALL (2) 1" CONDUITS W/ PULL ROPE FOR FU TURE TANK DIAGNOSTIC REQUIREMENTS ROUTE TO MONITORING PANEL IN BUILDING PRESSURE VACUUM VENT CAP (TYP.) VENT RISERS SHOULD STAND NO LESS THAN 3' FROM OUTSIDE EDGE OF CURB 1/4" BEVEL BUTT WELD SMOOTH (TYP.) 4" SQUARE TUBE FRAME PAINT BLACK. FASTEN VENT RISERS SECURELY TO FRAME WITH PRE - FORMED UNISTRUT BRACKETS. (TYP.) 2" SCH. 40 GALVANIZED STEEL RISER. PAINT PER SPECS (TYP.) FIELD PAINT OR WRAP EXPOSED FRP PIPING FOR ADDITIONAL U.V. PROTECTION EXPLOSION PROOF J -BOX MOUNTED TO POST CONCRETE COLLAR IN NYC EACH UNDERGROUND MOTOR FUEL STORAGE TANK SHALL BE PROVIDED WITH A SEPARATE VENT UNE WITHOUT ANY TRAP OR DEVICE WHICH CAUSES EXCESSIVE BACK PRESSURE AND SHALL BE MAINTAINED UNOBSTRUCTED AT ALL TIMES. PER 3 RCNY §21 -20 (1) (2) VENT RISERS SHOULD STAND NO LESS THAN 3' FROM OUTSIDE EDGE OF CURB THE ACTUAL NUMBER OF VENT RISERS IS DETERMINED BY THE NUMBER OF UNDERGROUND STORAGE TANKS. THE DIESEL VENT RISER IS ALWAYS SEPERATE. SEAL OFF INSTALL (2) 1" CONDUITS W/ PULL ROPE FOR FUTURE TANK DIAGNOSTIC REQUIREMENTS ROUTE TO MONITORING PANEL IN BUILDING VE RISERS SHOULD STAND NO LESS THAN 3' FROM OUTSIDE EDGE OF CURB DIESEL VENT CAP (IF INSTALLED) DIESEL VENT CAP (IF INSTALLED) a iv z 2 3' -6" MIN. ---- -44 f ? r • • YI • a • NOTES, IN ORDER TO PROVIDE MECHANICAL FLEXIBILITY WITHIN THE RIGID PIPING SYSTEM, PROVIDE AT LEAST 4 FEET OF STRAIGHT PIPE RUN BEFORE A CHANGE IN DIRECTION OF 30 DEGREES OR MORE. (NFPA 30A (2000 & 2003) 05.3.3(2)), (UFC (2000) §7901.11.7.2) (3 RCNY §21 -20 (e) (6)) ) THE VENT CONFIGURATION SHOWN IS IN ACCORDANCE WITH CP -201 THE NUMBER OF VENT CAPS AT ANY GOF SHALL NOT PERMIT AN ADDITIVE LEAK RATE OF MORE THAN .17 CHF AT 2" OF WATER COLUMN. MAX ALLOWED WITHOUT MANIFOLDING IS (3). THE VENT DISCHARGE SHALL BE LOCATED SO THAT VAPORS ARE RELEASED AT A SAFE POINT OUTSIDE OF BUILDINGS ANO NOT LESS THAN 3.6 M (12 FT) ABOVE THE ADJACENT GROUND LEVEL. VAPORS SHALL BE DISCHARGED UPWARD OR HORIZONTALLY AWAY FROM ADJACENT WALLS. VENT OUTLETS SHALL BE LOCATED SO THAT VAPORS WILL NOT BE TRAPPED BY EAVES OR OTHER OBSTRUCTIONS AND SHALL 2" D.W. FRP VENT PIPE BE AT LEAST 1.5 M (5 FT ) FROM BUILDING OPENINGS. VENTS SHALL BE INSTALLED IN ACCORDANCE 1 /4" PER FT. TO WITH (NFPA 30 (2003) §5.7.2), (UFC (2000) §7902.13), (3 RCNY §21 -10). SLOPE TANK • • • • • 2" S.W. FRP VENT PIPE SLOPE 1/4" PER FT. TO TANK fF �II • NOMM.■ AMINO 2" GALV. RISER 2" GALV. COUPLING 2" BELL x MALE ADAPTER CONCRETE COLLAR ---•\ 2" GALV. RISER 2" GALV. COUPLING - 2" BELL x MALE ADAPTER 2" CONTAINMENT TERMINATION FITTING W/ TEST PORT (TYP.) CONCRETE COLLAR SEE DETAIL IMO 3' -6" MIN. w \ i SEE DETAIL 4" VENT DETAIL -vivo/ED AR 1 WIJt COMPLIANCE • ..J VENT DETAIL • SEAL OFF _ s a PRESSURE VACUUM VENT CAP (SEE NOTE BELOW) FASTEN VENT RISERS SECURELY TO FRAME WITH PRE - FORMED UNISTRUT BRACKETS. (TYP.) FIELD PAINT OR WRAP EXPOSED FRP PIPING FOR ADDITIONAL U.V. PROTECTION EXPLOSION PROOF J- BOX MOUNTED TO POST SEAL OFF INSTALL (2) 1" CONDUITS W/ PULL ROPE FOR FUTURE TANK DIAGNOSTIC REQUIREMENTS ROUTE TO MONITORING PANEL IN BUILDING z 12" 0 CONCRETE FOUNDATION NOTE: FIELD PAINT OR WRAP EXPOSED FRP PIPING WITH 3M SCOTCHWRAP NO. 50 ALL WEATHER 10 MIL. TAPE FOR ADDITIONAL U.V. PROTECTION 6 "0 STEEL SLEEVE. FILL WITH PTI PASTE \ ............—. PRESSURE VACUUM VENT CAP (SEE NOTE BELOW) FASTEN VENT RISERS SECURELY TO FRAME WITH PRE - FORMED UNISTRUT BRACKETS. (TYP.) FIELD PAINT OR WRAP EXPOSED FRP PIPING FOR ADDITIONAL U.V. PROTECTION EXPLOSION PROOF J- BOX MOUNTED TO POST INSTALL (2) 1" CONDUITS W/ PULL ROPE FOR FUTURE TANK DIAGNOSTIC REQUIREMENTS ROUTE TO MONITORING PANEL IN BUILDING 12" 0 CONCRETE FOUNDATION 6 "1/ STEEL SLEEVE. FILL WITH PTl PASTE 2" FRP ELBOW NOTE: FIELD PAINT OR WRAP EXPOSED FRP PIPING WITH 3M SCOTCHWRAP NO. 50 ALL WEATHER 10 MIL. TAPE FOR ADDITIONAL U.V. PROTECTION SCALE: NTS APR 2 5 2005 !SCALE: NTS oiy ��E�nrE MAR l0iuu5 PERu rroormi 2" COAXIAL ELBOW XX tom; INDICATES ITEMS FOUND ON MATERIALS UST SHEETS 0 w cr m 0 a. co 7, c c N u 0 0 w CLIENT: Ah. IF ARCO •.T OOiMT.10011C11i, ILO ALLIANCE MANAGER, ALIT RR OP: Bovus . Lend Lasso GlobalAlliance 4 01111191,0111111E DINE . , IA MLA CA MM NATIONAL SITE ADAPT CONSULTANT: p Hav - s er _ .A4,401' A ,_. .. li c- _,,..4L Y cb G AT; i 5 � G ENG "uwo PLANNING NC DESIGN sus 18215 72ND AVENUE SOUTH KENT WASHINGTON 98032 (425) 251 -6222 HOL DATE IEMSON DESCRIPTION a 3/4/05 DESIGN ANEW . LL L AZSA a 0 A A A SI:AL: 1 , � S. Q 1? - (/ • / 1 N , I • 1 . 7 O 1/44,- /J , ISTEt ti\ 1`` y ONA l E* '7 EXPIRES 01 -07 -0? I NE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OED Or OP. AND ALSO THAT THE MATERIALS CONTAIN PRIVEEDOED AND cCNF10fNTIAL BUSINESS POCINATioN OF BP. Acc01104401.y. THE RECIPIENT AGREES TO RETAIN THESE MATERIALS B1 STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECOMENT AGREES TO USE THE MATERIALS ONLY FOR THE UNITE PURPOSE FOR 1MACH DP HAS MADE THE MATERIALS AVAILA LE. AND REOPETIT AGREES TO RETURN ALL MATERIALS TO RP EITHER UPON COMPLETION OF NE INTENDED PURPOSE CO UPON THE REQUEST OF OP. TMCHEVER COMES FIRST DEVELOPMENT INFORM/Mk UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 V-6 2004 SERIES AMERICAN STANDARDS SHE ADDRESS: 15252 Pacific Hwy. So. @ 154th St. Tukwila, Washington 98188 FAC #5515 DEICISM m 1 MLim LC* i P REM MED IN: BRAIN II' "UNIC E Pit Oe v6.0 3/1 /014 MOT Na BCE #2369 DRAWING 11TLE: CONCRETE JOINT DETAILS MET NQ G.O.7 TYPICAL CONTINUOUS REINFORCING PER SPECS. INTERRUPT AT CONSTRUCTION JOINTS. "PREVENTION TECHNOLOGIES, INC." PETROLEUM RESISTANT SEALANT 3/4" DEEP (MIN.) NEW PAVEMENT TYPICAL CONTINUOUS REINFORCING PER SPECS. INTERRUPT AT CONSTRUCTION JOINTS. s,'"C "'�- ►otv^.: VIII►. r. ... .. . 4 p..�.•4.�.�- sw.. -. , r:�.. a d 4 d ' d "PREVENTION TECHNOLOGIES, INC." PETROLEUM RESISTANT SEALANT 3/4" DEEP (MIN.) NEW PAVEMENT e . A 4 •v 0 a G n • a a d "PREVENTION TECHNOLOGIES, INC." -- PETROLEUM RESISTANT SEALANT 3/4" DEEP (MIN.) d 4 Q • v a 3/4" (nP) 4. A6 d 4 • CONTROL JOINT (SAWED) NOT TO SCALE • 3/8" JOINT a /4" RADIUS TOOL EDGE e 4 e a . e . 4 4 4 ' 4 4 CONSTRUCTION JOINT AT NEW PAVEMENT (TYPICAL). NOT TO SCALE 3/8" JOINT 1/4" RADIUS TOOL EDGE EXISTING PAVEMENT .4 4 3/4" DIA. X 18" L. GREASED STEEL DOWEL 0 18" O.C. CONSTRUC11ON JOINT AT NEW AND EXIST1NG PAVEMENT (TYPICAL) NOT TO SCALE SAWED JOINT 1/4" X 2" DEPTH WITH FLARED EDGE EASER 0 v 4 JOINT FILLER CAST IN PLACE • v d JOINT FILLER CAST IN PLACE DRILL EXISTING CONCRETE FOR DOWEL PLACEMENT TYPICAL CONTINUOUS REINFORCING. .t • • Doi - REVIEWED VOR CQDE•COMPUiA► $4, ,I,#11!'1► V0 APR a 5 ZOO tit 'e L'�':t� a ; r •••:41 .._w .•w•r' .+..mss _„......rwr cfrit,FEAls.D M AR 1 0205 w 0 0 ct m x 0 r 0 0 0 E Q) 0 0 . ..+....r:..r. « r.«.-.. r...: ...i,.�►r:.N...+.+..++:..:.r,:. �.ns K..i1�- J.i,19M1ir csl�IwOMAMj .►.�►IrS.�':.•.y.i ;�.�.. 4 'x »'..z» . N •: , .. 1�;...' ` GROUND ROD INSTALL OUTSIDE OF TANK EXCAVATION IN NATIVE SOIL GROUND ROD DETAIL EQUIPMENT SCHEDULE ITEM DESCRIPTION N0. 1/2" 0 X 10' LONG COPPERBONDED GROUND ROD: " ERICO" PART NO. 611300 (UL LISTED) OR EQUIVALENT #4 AWG STRANDED BARE COPPER GROUND WIRE. PROVIDE TERMINAL CONNECTORS AT eio U -BOLT CONNECTIONS CADWELD #4 WIRE CABLE TO GROUND ROD CONNECTION "ERICO" PART NO. GTT14A1L, USE ao fai 4 1 WELD METAL #32 CADWELD "T" CONNECTION FOR #4 BARE STRANDED WIRE CABLES. "ERICO" PART NO. TACT L1 L, USE #32 WELD METAL. CADWELD "L" CONNECTION FOR #4 BARE STRANDED WIRE CABLES TO 3/4" BRONZE STUD. "ERICO" PART NO. GRC 181 L, USE #90 WELD METAL. 6 4" NPT ADJUSTABLE BRONZE PIPE CLAMP, LIND E QUIPMENT P/N JR- 150 -30 (905) 475 -5086 POMECO/OPW 6110 -12WT 12" H -20 RATED ACCESS COVER 8 3/4" DIAMETER x 4" LONG SOLID BRONZE STUD BOLT W/ BRONZE NUTS AND WASHERS. A: STATIC GROUNDING PLAN VIEW & BONDING DETAILS SCALE: NONE COIL STATIC GROUND WIRE CABLE UP 3' & SECURE TO SIDE OF GALVANIZED STEEL RISER 12" H -20 RATED ACCESS COVER #4 AWG STRANDED BARE COPPER GROUND WIRE 1/2" 0 X 10' LONG COPPER CLAD STEEL GROUND ROD IN NATIVE SOIL FILL SUMP (TYP.) B: STATIC GROUNDING SECTION & BONDING DETAILS SCALE: NONE #4 STRANDED BARE COPPER GROUND TO GROUND ROD "T" CADWELD #4 STRANDED BARE COPPER WIRE CONNECTION (TYP.) CADWELD #4 WIRE CABLE TO GROUND ROD OR GROUND ROD CLAMP #4 STRANDED BARE COPPER GROUND TO 3/4" 0 STUD BOLT CADWELD "L" CONNECTION (TYP.) EARTH (GROUND ROD INSTALLED IN SOIL NOT PEAGRAVEL BACKFILL) EXTERNAL SUMP WALL � ` #4 STRANDED Q BARE COPPER GROUND TO OTHER TANKS SEE TANK FUELING SITE PLAN FOR SPECIFIC TANK LAYOUT 04 STRANDED BARE COPPER GROUND TO GROUND CLAMPS ON FILL RISERS TERMINAL CONNECTION (TYP.) TYPI(,'AL PENETRATJON & CONNECTION DETAIL (SEE INSTALLATION SEQUENCE NOTES BELOW) - INTERNAL SUMP WALL 3/4 "0 x 4" LONG SOLID BRONZE STUD BOLT, ALL THREADED W/ WASHERS AND NUTS. BED BOLT IN •CAULKING OR PTI PASTE (TYP.) INSTALL FIBERGLASS MAT AND GLASS RESIN BOLT, WASHERS AND FIRST SET OF NUTS TO SUMP BOTH SIDES (TYP.) �►f �l�i it i • - "itwAt. ..VVAO:VA 4•440%*. . , •1 •1••1 • 1 , Irk ova.** •-■; "64.40.6 Otif41.$1,*■44.Pe.. otte.:*otwrop..„. •• •1'•1'•� •• •1 ••'•'1.•1. •.•1.•1:•1.•1:•1 :•1:•1 ;•1:•1.•1 •• •. •" ,• • • •" .• :� • • .• • "f.?..?ietet..W■47■Pol• • . i�.•• :••;••,••.•• ,•• >. ckgw.i:..i:.ktiiiP:v mil >tiku wmi..k.i .0..?1• li:. It5t /. /N#SuPiOSSArgA.SI.SO. •rPSOI � PAIPASA4ASS:I IMIPw 44#44P.4 . ,14:44V1.4.4 FILL SUMP (TYP.) 4" FILL AND STAGE I RETURN PIPES (TYP.) FILL SIDE CONTAINMENT SUMP ('TYP,) FINISHED SURFACE PEAGRAVEL BACKFILL TURBINE SUMP HYDROSTATIC RESERVOIR BOND GROUND WIRE TO ALL METALLIC RISERS AS REQUIRED (TYP.) SEE BONDING DETAIL #4 STRANDED WIRE TO 1/2"0 CADWELD GROUND ROD CONNECTION #4 STRANDED WIRE TO 1/2"0 CADWELD GROUND ROD CONNECTION 1/2" 0 X 10' LONG 'COPPER CLAD STEEL GROUND ROD IN NATIVE S01 ANCHORING PLATE GENERAL SHEET NOTES • RISER (TYP.) Tai 1�I TEST LEAD CONNECTED TO GROUND ROD (NOT LUG OR WIRING) - 10 OHMS MAX #4 STRANDED #4 STRANDED BARE COPPER GROUND TO BARE COPPER GROUND ROD GROUND TO OTHER TANKS "T" CADWELD #4 STRANDED BARE COPPER WIRE CONNECTION ,NOTES; . ALL STAGE I FILL AND VAPOR RISER ADAPTERS SHALL BE ELECTRICALLY GROUNDED TO PROMOTE THE RELAXATION OF STATIC CHARGE. THE BONDING AND GROUNDING FOR STATIC ELECTRICITY PROTECTION SHALL BE IN COMPLIANCE PER ALL APPUCABLE FEDERAL, STATE AND LOCAL CODES INCLUDING NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, NFPA 77, RECOMMENDED PRACTICE ON STATIC ELECTRICITY, NFPA 70, NATIONAL ELECTRIC CODE, AND THE CALIFORNIA CODE OF REGULATIONS, SUBCHAPTER 15, PETROLEUM SAFETY ORDERS- REFINING. TRANSPORTATION AND HANDUNG, ARTICLE 5, FIRE AND EXPLOSIONS. PER SECTION 6.4.1.3 OF NFPA 77, THE MEASURED TOTAL RESISTANCE IN THE GROUND PATH TO EARTH SHALL BE LESS THAN 1 MEGAOHM WHICH IS CONSIDERED ADEQUATE FOR RELAXATION OF STATIC CHARGE. THE MAXIMUM ALLOWABLE GROUND PATH TO EARTH RESISTANCE FOR STATIC ELECTRICITY GROUNDING APPUCATIONS SHALL NOT EXCEED 100,000 OHMS. PER SECTION 6.4.1.3 OF NFPA 77, THE RESISTANCE IN METALLIC BONDING AND OR GROUNDING SYSTEMS SHALL BE LESS THAN 10 OHMS. RESISTANCE HIGHER THAN 10 OHMS INDICATES INADEQUATE CONNECTIONS. A GROUNDING SYSTEM PER NEC CODE FOR CURRENT CARRYING CONDUCTORS SHALL BE CONSIDERED MORE THAN ADEQUATE FOR A STATIC ELECTRICITY GROUNDING SYSTEM. PER THE NFPA 30, SECTION 5 -6.3.4 ALL PARTS OF THE FILL PIPE ASSEMBLY, INCLUDING THE DROP TUBE. SHALL FORM A CONTINUOUS ELECTRICALLY CONDUCTIVE PATH. THE MINIMUM WIRE SIZE FOR BONDING AND GROUNDING SHALL BE COPPER AWG /4 A 1/2" 0 BY 10' LONG COPPER CLAD STEEL GROUND ROD SHALL BE DRIVEN INTO NATIVE SOIL ONLY. PLACING THE GROUND ROD INTO TANK PIT PEA GRAVEL SHALL NOT BE PERMITTED UNDER ANY CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR CLEARING ANY UNDERGROUND UTIUTIES PRIOR TO INSTALLATION OF THE GROUND. THE GROUND ROD TO GROUND WIRE CONNECTION SHALL BE ACCESSIBLE THROUGH A H -20 RATED 12" DIAMETER MINIMUM ACCESS COVER TO ASSIST INSPECTION, MAINTENANCE AND TESTING. THE SCREW TYPE GROUND ROD CLAMP SHALL BE UL USTED FOR DIRECT BURIAL. ONE MAIN STRANDED #4 THHN CONDUCTOR SHALL BE RUN PAST EACH FILL SUMP. ONE STRANDED #4 THHN CONDUCTOR SHALL BE ROUTED TO EACH FILL SUMP. INSTALLATION AT SUMP SHALL BE AS FOLLOWS AND MUST BE COMPLETED IN ORDER NOTED AS FOLLOWS: 114 STRANDED BARE COPPER ..GROUND TO 3/4" 0 STUD BOLT CADWELD "L" • CONNECTION • (TYP.) 3/4 1 '0 x 4" LONG BRONZE STUD BOLT W/ NUTS & WASHERS (TYP.) NOTE: FOR PENETRATIONS OF THE SUMP WALLS, SOLID BRONZE STUD BOLTS ARE TO BE USED AND THE INTERIOR SUMP GROUND WIRES ARE TO BE CONNECTED VIA TERMINAL CONNECTORS TO THE BOLTS. BOLTS TO BE SEALED BOTH INSIDE AND OUT WITH GLASS MATT & RESIN. EXTREME CAUTION MU BE D H 11 ' DEVICE IN CUSSIFIE D AREAS SUMP MUST WILE BE TESTED FOR VOLATILE VAPORS PRIOR • TO USE. ELECTRICAL CONNECT MUST BE MADE WITH JUMPER WIRE SO FINAL s CONNECTION IS AWAY FROM CLASSIFIED AREAS. r C: TESTING EXPOSED GROUND SYSTEM & BONDING DETAILS SCALE: NONE INSTALLATION SEQUENCE: 1.) MAKE "L" CADWELD CONNECTION WITH # STRANDED WIRE AND 3/4" BRONZE STUD BOLT OUTSIDE THE SUMP AREA. 2.) THREAD ON EXTERIOR NUT AND PLACE EXTERIOR WASHER ON STUD. 3.) DRILL 7/8" HOLE IN SUMP WALL 4.) ADD CAULKING TO BOLT AND INSTALL STUD IN TO SUMP. PLACE INTERIOR WASHER, TIGHTEN INTERIOR NUT AND BED BOLT INTO SUMP (CONTAINMENT SOLUTIONS SUPPUED CAULKING IS ACCEPTABLE OR USE PTI PASTE). 5.) INSTALL FIBERGLASS MAT AND GLASS RESIN STUD BOLT NUTS AND WASHERS TO SUMP WALL ON BOTH INTERIOR AND EXTERIOR SUMP WALLS. MAKE SURE RESIN APPLICATION WILL NOT INTERFERE WITH INTERIOR TERMINAL CONNECTION. 6.) MAKE #4 TERMINAL CONNECTION AND INSTALL SECOND INTERIOR NUT TO STUD TO SECURE THE CONNECTION. ROUTE # STRANDED WIRE TO BRONZE PIPE CLAMP AT FILL RISER AND MAKE CONNECTION. ROUTE ADDITIONAL GROUND WIRE TO VAPOR RISER AND SECURE WITH BRONZE PIPE CLAMP. TO ASSURE A COMPLETE CONNECTION, ANY PAINT OR COATING ON THE RISER SHALL BE REMOVED PRIOR TO INSTALLATION OF THE GROUND CLAMP. 7.) MAKE 04 STRANDED TO #4 STRANDED "T" CADWELD CONNECTIONS TO MAIN GROUND WIRE. THE CONDUCTORS SHALL HAVE 18" MINIMUM COVER. �. MAKE 04 STRANDED TO GROUND ROD CADWELD CONNECTION. NOTE: ELECTRICAL CONDUIT, FUEUNG SYSTEM HARDWARE OR THE STATION ELECTRICAL GROUNDING SYSTEM SHALL NOT BE USED FOR GROUNDING OR BONDING FILL AND VAPOR RISERS. ;TYPICAL FILL SUMP TESTING; t CAUTION: AVOID CONNECTING ANY ELECTRICAL TEST LEAD TO THE FILL OR VAPOR RISER IN A MANNER THAT WOULD POTENTIALLY PRODUCE STATIC DISCHARGE OR SPARKS OF ANY KIND. THE FILL AND VAPOR RISERS SHALL BE TESTED AFTER INSTALLATION AND PERIODICALLY TO VERIFY BONDING AND GROUNDING COMPETENCY. THE MAXIMUM RESISTANCE FROM ANY FILL OR VAPOR ADAPTER TO THE BODY OF THE GROUND ROD SHALL NOT EXCEED 10 OHMS FOR A METALLIC RISER PIPE, SPILL CONTAINMENT AND ADAPTER ASSEMBUES. - THE RESISTANCE THROUGH ANY COMPOSITE OR NONMETAWC STAGE I CONTAINMENT FITTING SWILL BE MEASURED WITH A OHMMETER CAPABLE OF READING UP TO 10 MEGAOHMS. THE SUM COLLECTIVE RESISTANCE OF THESE SEMI - CONDUCTIVE ELEMENTS SHALL NOT EXCEED 100,000 OHMS. FOR THESE SYSTEMS, THE GROUND RESISTANCE TESTER MUST BE CONNECTED TO THE GROUND CONDUCTOR CONNECTION ON THE COMPOSITE CONTAINMENT SYSTEM OR RISER PIPE. FOR INSTALLATIONS WITHOUT AN EXPOSED GROUND ROD CONNECTION, TOTAL SYSTEM RESISTANCE SHALL BE MEASURED WITH A GROUND RESISTANCE TESTER BY A QUALIFIED ELECTRICIAN FAMIU AR WITH GROUND TESTING. THE TWO POINT METHOD MAY BE USED WITH THE SITE ELECTRICAL GROUNDING AS THE SECOND TEST POINT. THE NEC MAXIMUM GROUND PATH RESISTANCE FOR CURRENT CARRYING APPUCATIONS IS 25 OHMS. HOWEVER, GROUND ROD TO EARTH RESISTANCE UP TO 100 OHMS SHALL BE ACCEPTABLE FOR STATIC ELECTRICITY PROTECTION OF THE FILL AND VAPOR RISERS. NOTE: ALL CAD WELDS W/ EXCEPTION OF FINAL CAD WELD 0 GROUND ROD NOTED IN SCHEDULE BELOW MAY BE PREFABRICATED OUTSIDE THE TANK AREA AND BROUGHT TO SITE. NATIONAL SITE ADAPT CONSULTANT ,w+o PLANNING AND DESIGN S Ec'4J TS" 18215 72ND AVENUE SOUTH KENT WASHINGTON 98032 4425) 251 -6222 3/4AS 1 DESIGN REVIEW 1 EXPIRES 01 -07 -Oral SaMEIKKIMILSWEMIKL THE REGPIOdT OF THESE MATERIALS UNDERSTANDS THAT COPYI0GMT IN THE MATERIALS IS OU ED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVLLEDOED AND CONFOENTIAL BUSNESS IWORMAT)ON OF BP. ACCORDINGLY. THE RECIPIENT AGREES TD RETARI THESE MATERIALS EI STRICT CONFIDENCE AND AGREES NOT TO 04SCL06E THESE MATERALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE CONES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE MOTEL PURPOSE FOR RwICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP OTHER UPON COMPLETION OF THE WTENOED PURPOSE OR UPON THE REQUEST Cr BP. UNDENER COMES FRRSt. UNDERGROUND STORAGE TANK STANDARDS ELEMENT TPO1 2004 SERIES AMERICAN STANDARDS MSC* V6.0 3/1/04 FAC #5515 TANK FIU, i VAPOR RISER STATIC GROUNDING DETAILS s14 - I . ..w 1M 1- . ., ►. y ,..... yy ,i •. e�.+ri.`irrF a .i►��i *�R i . ; w 0 0 0 a m a� x CD (V 11 `v U In 0 N rn 0 E 1- v 0 0 La 40o GROUND ROD INSTALL OUTSIDE OF TANK EXCAVATION IN NATIVE SOIL GROUND ROD DETAIL EQUIPMENT SCHEDULE ITEM DESCRIPTION N0. 1/2" 0 X 10' LONG COPPERBONDED GROUND ROD: " ERICO" PART NO. 611300 (UL LISTED) OR EQUIVALENT #4 AWG STRANDED BARE COPPER GROUND WIRE. PROVIDE TERMINAL CONNECTORS AT eio U -BOLT CONNECTIONS CADWELD #4 WIRE CABLE TO GROUND ROD CONNECTION "ERICO" PART NO. GTT14A1L, USE ao fai 4 1 WELD METAL #32 CADWELD "T" CONNECTION FOR #4 BARE STRANDED WIRE CABLES. "ERICO" PART NO. TACT L1 L, USE #32 WELD METAL. CADWELD "L" CONNECTION FOR #4 BARE STRANDED WIRE CABLES TO 3/4" BRONZE STUD. "ERICO" PART NO. GRC 181 L, USE #90 WELD METAL. 6 4" NPT ADJUSTABLE BRONZE PIPE CLAMP, LIND E QUIPMENT P/N JR- 150 -30 (905) 475 -5086 POMECO/OPW 6110 -12WT 12" H -20 RATED ACCESS COVER 8 3/4" DIAMETER x 4" LONG SOLID BRONZE STUD BOLT W/ BRONZE NUTS AND WASHERS. A: STATIC GROUNDING PLAN VIEW & BONDING DETAILS SCALE: NONE COIL STATIC GROUND WIRE CABLE UP 3' & SECURE TO SIDE OF GALVANIZED STEEL RISER 12" H -20 RATED ACCESS COVER #4 AWG STRANDED BARE COPPER GROUND WIRE 1/2" 0 X 10' LONG COPPER CLAD STEEL GROUND ROD IN NATIVE SOIL FILL SUMP (TYP.) B: STATIC GROUNDING SECTION & BONDING DETAILS SCALE: NONE #4 STRANDED BARE COPPER GROUND TO GROUND ROD "T" CADWELD #4 STRANDED BARE COPPER WIRE CONNECTION (TYP.) CADWELD #4 WIRE CABLE TO GROUND ROD OR GROUND ROD CLAMP #4 STRANDED BARE COPPER GROUND TO 3/4" 0 STUD BOLT CADWELD "L" CONNECTION (TYP.) EARTH (GROUND ROD INSTALLED IN SOIL NOT PEAGRAVEL BACKFILL) EXTERNAL SUMP WALL � ` #4 STRANDED Q BARE COPPER GROUND TO OTHER TANKS SEE TANK FUELING SITE PLAN FOR SPECIFIC TANK LAYOUT 04 STRANDED BARE COPPER GROUND TO GROUND CLAMPS ON FILL RISERS TERMINAL CONNECTION (TYP.) TYPI(,'AL PENETRATJON & CONNECTION DETAIL (SEE INSTALLATION SEQUENCE NOTES BELOW) - INTERNAL SUMP WALL 3/4 "0 x 4" LONG SOLID BRONZE STUD BOLT, ALL THREADED W/ WASHERS AND NUTS. BED BOLT IN •CAULKING OR PTI PASTE (TYP.) INSTALL FIBERGLASS MAT AND GLASS RESIN BOLT, WASHERS AND FIRST SET OF NUTS TO SUMP BOTH SIDES (TYP.) �►f �l�i it i • - "itwAt. ..VVAO:VA 4•440%*. . , •1 •1••1 • 1 , Irk ova.** •-■; "64.40.6 Otif41.$1,*■44.Pe.. otte.:*otwrop..„. •• •1'•1'•� •• •1 ••'•'1.•1. •.•1.•1:•1.•1:•1 :•1:•1 ;•1:•1.•1 •• •. •" ,• • • •" .• :� • • .• • "f.?..?ietet..W■47■Pol• • . i�.•• :••;••,••.•• ,•• >. ckgw.i:..i:.ktiiiP:v mil >tiku wmi..k.i .0..?1• li:. It5t /. /N#SuPiOSSArgA.SI.SO. •rPSOI � PAIPASA4ASS:I IMIPw 44#44P.4 . ,14:44V1.4.4 FILL SUMP (TYP.) 4" FILL AND STAGE I RETURN PIPES (TYP.) FILL SIDE CONTAINMENT SUMP ('TYP,) FINISHED SURFACE PEAGRAVEL BACKFILL TURBINE SUMP HYDROSTATIC RESERVOIR BOND GROUND WIRE TO ALL METALLIC RISERS AS REQUIRED (TYP.) SEE BONDING DETAIL #4 STRANDED WIRE TO 1/2"0 CADWELD GROUND ROD CONNECTION #4 STRANDED WIRE TO 1/2"0 CADWELD GROUND ROD CONNECTION 1/2" 0 X 10' LONG 'COPPER CLAD STEEL GROUND ROD IN NATIVE S01 ANCHORING PLATE GENERAL SHEET NOTES • RISER (TYP.) Tai 1�I TEST LEAD CONNECTED TO GROUND ROD (NOT LUG OR WIRING) - 10 OHMS MAX #4 STRANDED #4 STRANDED BARE COPPER GROUND TO BARE COPPER GROUND ROD GROUND TO OTHER TANKS "T" CADWELD #4 STRANDED BARE COPPER WIRE CONNECTION ,NOTES; . ALL STAGE I FILL AND VAPOR RISER ADAPTERS SHALL BE ELECTRICALLY GROUNDED TO PROMOTE THE RELAXATION OF STATIC CHARGE. THE BONDING AND GROUNDING FOR STATIC ELECTRICITY PROTECTION SHALL BE IN COMPLIANCE PER ALL APPUCABLE FEDERAL, STATE AND LOCAL CODES INCLUDING NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, NFPA 77, RECOMMENDED PRACTICE ON STATIC ELECTRICITY, NFPA 70, NATIONAL ELECTRIC CODE, AND THE CALIFORNIA CODE OF REGULATIONS, SUBCHAPTER 15, PETROLEUM SAFETY ORDERS- REFINING. TRANSPORTATION AND HANDUNG, ARTICLE 5, FIRE AND EXPLOSIONS. PER SECTION 6.4.1.3 OF NFPA 77, THE MEASURED TOTAL RESISTANCE IN THE GROUND PATH TO EARTH SHALL BE LESS THAN 1 MEGAOHM WHICH IS CONSIDERED ADEQUATE FOR RELAXATION OF STATIC CHARGE. THE MAXIMUM ALLOWABLE GROUND PATH TO EARTH RESISTANCE FOR STATIC ELECTRICITY GROUNDING APPUCATIONS SHALL NOT EXCEED 100,000 OHMS. PER SECTION 6.4.1.3 OF NFPA 77, THE RESISTANCE IN METALLIC BONDING AND OR GROUNDING SYSTEMS SHALL BE LESS THAN 10 OHMS. RESISTANCE HIGHER THAN 10 OHMS INDICATES INADEQUATE CONNECTIONS. A GROUNDING SYSTEM PER NEC CODE FOR CURRENT CARRYING CONDUCTORS SHALL BE CONSIDERED MORE THAN ADEQUATE FOR A STATIC ELECTRICITY GROUNDING SYSTEM. PER THE NFPA 30, SECTION 5 -6.3.4 ALL PARTS OF THE FILL PIPE ASSEMBLY, INCLUDING THE DROP TUBE. SHALL FORM A CONTINUOUS ELECTRICALLY CONDUCTIVE PATH. THE MINIMUM WIRE SIZE FOR BONDING AND GROUNDING SHALL BE COPPER AWG /4 A 1/2" 0 BY 10' LONG COPPER CLAD STEEL GROUND ROD SHALL BE DRIVEN INTO NATIVE SOIL ONLY. PLACING THE GROUND ROD INTO TANK PIT PEA GRAVEL SHALL NOT BE PERMITTED UNDER ANY CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR CLEARING ANY UNDERGROUND UTIUTIES PRIOR TO INSTALLATION OF THE GROUND. THE GROUND ROD TO GROUND WIRE CONNECTION SHALL BE ACCESSIBLE THROUGH A H -20 RATED 12" DIAMETER MINIMUM ACCESS COVER TO ASSIST INSPECTION, MAINTENANCE AND TESTING. THE SCREW TYPE GROUND ROD CLAMP SHALL BE UL USTED FOR DIRECT BURIAL. ONE MAIN STRANDED #4 THHN CONDUCTOR SHALL BE RUN PAST EACH FILL SUMP. ONE STRANDED #4 THHN CONDUCTOR SHALL BE ROUTED TO EACH FILL SUMP. INSTALLATION AT SUMP SHALL BE AS FOLLOWS AND MUST BE COMPLETED IN ORDER NOTED AS FOLLOWS: 114 STRANDED BARE COPPER ..GROUND TO 3/4" 0 STUD BOLT CADWELD "L" • CONNECTION • (TYP.) 3/4 1 '0 x 4" LONG BRONZE STUD BOLT W/ NUTS & WASHERS (TYP.) NOTE: FOR PENETRATIONS OF THE SUMP WALLS, SOLID BRONZE STUD BOLTS ARE TO BE USED AND THE INTERIOR SUMP GROUND WIRES ARE TO BE CONNECTED VIA TERMINAL CONNECTORS TO THE BOLTS. BOLTS TO BE SEALED BOTH INSIDE AND OUT WITH GLASS MATT & RESIN. EXTREME CAUTION MU BE D H 11 ' DEVICE IN CUSSIFIE D AREAS SUMP MUST WILE BE TESTED FOR VOLATILE VAPORS PRIOR • TO USE. ELECTRICAL CONNECT MUST BE MADE WITH JUMPER WIRE SO FINAL s CONNECTION IS AWAY FROM CLASSIFIED AREAS. r C: TESTING EXPOSED GROUND SYSTEM & BONDING DETAILS SCALE: NONE INSTALLATION SEQUENCE: 1.) MAKE "L" CADWELD CONNECTION WITH # STRANDED WIRE AND 3/4" BRONZE STUD BOLT OUTSIDE THE SUMP AREA. 2.) THREAD ON EXTERIOR NUT AND PLACE EXTERIOR WASHER ON STUD. 3.) DRILL 7/8" HOLE IN SUMP WALL 4.) ADD CAULKING TO BOLT AND INSTALL STUD IN TO SUMP. PLACE INTERIOR WASHER, TIGHTEN INTERIOR NUT AND BED BOLT INTO SUMP (CONTAINMENT SOLUTIONS SUPPUED CAULKING IS ACCEPTABLE OR USE PTI PASTE). 5.) INSTALL FIBERGLASS MAT AND GLASS RESIN STUD BOLT NUTS AND WASHERS TO SUMP WALL ON BOTH INTERIOR AND EXTERIOR SUMP WALLS. MAKE SURE RESIN APPLICATION WILL NOT INTERFERE WITH INTERIOR TERMINAL CONNECTION. 6.) MAKE #4 TERMINAL CONNECTION AND INSTALL SECOND INTERIOR NUT TO STUD TO SECURE THE CONNECTION. ROUTE # STRANDED WIRE TO BRONZE PIPE CLAMP AT FILL RISER AND MAKE CONNECTION. ROUTE ADDITIONAL GROUND WIRE TO VAPOR RISER AND SECURE WITH BRONZE PIPE CLAMP. TO ASSURE A COMPLETE CONNECTION, ANY PAINT OR COATING ON THE RISER SHALL BE REMOVED PRIOR TO INSTALLATION OF THE GROUND CLAMP. 7.) MAKE 04 STRANDED TO #4 STRANDED "T" CADWELD CONNECTIONS TO MAIN GROUND WIRE. THE CONDUCTORS SHALL HAVE 18" MINIMUM COVER. �. MAKE 04 STRANDED TO GROUND ROD CADWELD CONNECTION. NOTE: ELECTRICAL CONDUIT, FUEUNG SYSTEM HARDWARE OR THE STATION ELECTRICAL GROUNDING SYSTEM SHALL NOT BE USED FOR GROUNDING OR BONDING FILL AND VAPOR RISERS. ;TYPICAL FILL SUMP TESTING; t CAUTION: AVOID CONNECTING ANY ELECTRICAL TEST LEAD TO THE FILL OR VAPOR RISER IN A MANNER THAT WOULD POTENTIALLY PRODUCE STATIC DISCHARGE OR SPARKS OF ANY KIND. THE FILL AND VAPOR RISERS SHALL BE TESTED AFTER INSTALLATION AND PERIODICALLY TO VERIFY BONDING AND GROUNDING COMPETENCY. THE MAXIMUM RESISTANCE FROM ANY FILL OR VAPOR ADAPTER TO THE BODY OF THE GROUND ROD SHALL NOT EXCEED 10 OHMS FOR A METALLIC RISER PIPE, SPILL CONTAINMENT AND ADAPTER ASSEMBUES. - THE RESISTANCE THROUGH ANY COMPOSITE OR NONMETAWC STAGE I CONTAINMENT FITTING SWILL BE MEASURED WITH A OHMMETER CAPABLE OF READING UP TO 10 MEGAOHMS. THE SUM COLLECTIVE RESISTANCE OF THESE SEMI - CONDUCTIVE ELEMENTS SHALL NOT EXCEED 100,000 OHMS. FOR THESE SYSTEMS, THE GROUND RESISTANCE TESTER MUST BE CONNECTED TO THE GROUND CONDUCTOR CONNECTION ON THE COMPOSITE CONTAINMENT SYSTEM OR RISER PIPE. FOR INSTALLATIONS WITHOUT AN EXPOSED GROUND ROD CONNECTION, TOTAL SYSTEM RESISTANCE SHALL BE MEASURED WITH A GROUND RESISTANCE TESTER BY A QUALIFIED ELECTRICIAN FAMIU AR WITH GROUND TESTING. THE TWO POINT METHOD MAY BE USED WITH THE SITE ELECTRICAL GROUNDING AS THE SECOND TEST POINT. THE NEC MAXIMUM GROUND PATH RESISTANCE FOR CURRENT CARRYING APPUCATIONS IS 25 OHMS. HOWEVER, GROUND ROD TO EARTH RESISTANCE UP TO 100 OHMS SHALL BE ACCEPTABLE FOR STATIC ELECTRICITY PROTECTION OF THE FILL AND VAPOR RISERS. NOTE: ALL CAD WELDS W/ EXCEPTION OF FINAL CAD WELD 0 GROUND ROD NOTED IN SCHEDULE BELOW MAY BE PREFABRICATED OUTSIDE THE TANK AREA AND BROUGHT TO SITE. NATIONAL SITE ADAPT CONSULTANT ,w+o PLANNING AND DESIGN S Ec'4J TS" 18215 72ND AVENUE SOUTH KENT WASHINGTON 98032 4425) 251 -6222 3/4AS 1 DESIGN REVIEW 1 EXPIRES 01 -07 -Oral SaMEIKKIMILSWEMIKL THE REGPIOdT OF THESE MATERIALS UNDERSTANDS THAT COPYI0GMT IN THE MATERIALS IS OU ED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVLLEDOED AND CONFOENTIAL BUSNESS IWORMAT)ON OF BP. ACCORDINGLY. THE RECIPIENT AGREES TD RETARI THESE MATERIALS EI STRICT CONFIDENCE AND AGREES NOT TO 04SCL06E THESE MATERALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE CONES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE MOTEL PURPOSE FOR RwICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP OTHER UPON COMPLETION OF THE WTENOED PURPOSE OR UPON THE REQUEST Cr BP. UNDENER COMES FRRSt. UNDERGROUND STORAGE TANK STANDARDS ELEMENT TPO1 2004 SERIES AMERICAN STANDARDS MSC* V6.0 3/1/04 FAC #5515 TANK FIU, i VAPOR RISER STATIC GROUNDING DETAILS s14 - I . ..w 1M 1- . ., ►. y ,..... yy ,i •. e�.+ri.`irrF a .i►��i *�R i . ; w 0 0 0 a m a� x CD (V 11 `v U In 0 N rn 0 E 1- v 0 0 La • PING SUMP: 48" POLYSIDED SUMP TURBINE ENCLOSURE x 6' HIGH. ELD CUT TO BURIAL DEPTH. PROVIDE EXTENSIONS IF NECESSARY. ( PING SUMP: 42" POLYSIDED SUMP x 6' HIGH. 42 "x39" FIBERGLASS REDUCTION TRANSITION WITHOUT U0. ELD CUT TO BURIAL DEPTH. PROVIDE EXTENSIONS IF NECESSARY. TANKS "oPw" MODEL No. "Pyw MODEL NO. "OW MODEL NO. "DPW" MODEL NO, VAPOR RECOVERY SWIVEL ADAPTOR - PER CARB EVR EXEC ORDER VR -102 -D 4 'x 17' STRAIGHT ALUMINUM DROP TUBE OR 4 "x17' DROP TUBE W/ OVERFILL PREVENTION VALVE (NYC ONLY) W/ JACK SCREW LOCK DOWN DEVICE W/ FACE SEAL ADAPTER W/ TANK BOTTOM PROTECTOR W/ INSTALLATION TOOL -- PER CARB EVR EXEC ORDER VR -102 -D DESCRIPTION "DPW" MODEL N0. 61T-7368 OR "OPW" MODEL NO. OPW -6150-410C- EVR "DPW" MODEL N0. 61JSK-4400-EVR "DPW" MODEL N0. FSA -400 "OPW" MODEL NO. 6111 -1400 "DPW" MODEL NO. 61 SA -TOOL WATER SHROUD FOR A SINGLE 5 GAL. FILL do 5 GAL . VAPOR RETURN MULTIPORT PACKAGE (USE 42 "x36" REDUCERS FROM CSI) 42" DIA. SINGLE DUAL POINT FILL -SPILL MANHOLE W/ 8" ACCESS LID. 1 ASSEMBL f INCLUDES ACCESS COVER ROTO - LOCKS, 1C- 2100C -YEVR SPILL COLLECTCRS, 1D<-210O PRODUCT DRAIN VALVE, 1DP-2100 FILL DRAIN PLUG, 65 RISER SPACER SPILL COL :.ECTC SHALL BE 5 l ON ON'AINM; NT W / CAST IRON BASE. PER CARB EVR EXEC C)RDEP vR -102-0 "OVATION" H -FRAME BLENDING MULTI- PRODUCT DISPENSER: 3- GRADE, 2- SIDED, 1 HOSE PER SIDE, w/ CARD READER OPTIONS. CONFIGURED AS REQUIRED FOR SITE SPECIFIC CONDITIONS AND MARKETS. (NOT USED) EQUIPMENT SOLUTION FOR 96 CARB & MO LISTED "BALANCE" AREAS ITEM BY DESCRIPTION MANUFACTURER ITEM BY DESCRIPTION MANUFACTURER BALANCE COAXIAL DISPENSER NOZZLE BALANCE COAXIAL FUEL HOSE 8' -0" LONG W/ 31* VENTURI (PER EXHIBIT 9C OF E.O. G-- 70- -52 -AM) BALANCE COAXIAL FUEL WHIP HOSE 12" LONG (PER EXHIBIT 9C OF E.O. G- 70- 52 -AM) 'EMCO WHEATON* MODEL f A4005 -002 "OW MODEL / 43 -IS "HUSKY" MODEL f 6506 "GOODYEAR" MAXXIM PREMIER PLUS MODEL NO. GY- 532365-641 -08031 "GOODYEAR" MAXXIM PREMIER PLUS MODEL NO. GY- 532365 -440 -00100 EQUIPMENT SOLUTION FOR NON STAGE II AREAS EQUIPMENT SOLUTION FOR EVR PHASE II LISTED AREAS EQUIPMENT SOLUTION FOR 96 CARB "WAYNEVAC" AREAS (TYPICAL BP) NOTE: THIS MATERIALS EQUIPMENT SCHEDULE IS NOT A COMPLETE LIST OF MATERIALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MISCELLANEOUS EQUIPMENT, FITTINGS, MATERIALS AND DEVICES NECESSARY TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. CONTRACTOR TO COORDINATE MATERIALS DELIVERY SCHEDULE AND VERIFY EQUIPMENT COUNTS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL EQUIPMENT ARRIVES AT SITE IN UNDAMAGED CONDITION. UND PL/1MM AND DESIGN SPOaAUSTS" 18215 72ND AVENUE SOUTH .KENT WASHINGTON 98032 (425) 251 -6222 THE RECIPIENT OF THESE MATERUILS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP. AND ALSO. THAT THE MATERIALS CONTANN PRIVIIFDGED AND CONFLENTIAL BUSINESS INFONWA1ICN OF OP. ACCORDINGLY. THE RECIPIENT AGREES TO RETAIN THESE MATERIALS M STRICT COMMENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPES OF THE SAMOA'S THE REGIMENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR Ir#CH BP HAS MADE THE MATERIALS AVAILABLE. AND RECIPENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON CQIPLETHON OF THE INTENDED PURPOSE OR UPON THE REQUEST OF OP. **CHEWER COMES F1RST UNDERGROUND STORAGE TANK STANDARDS ELEMENT TPO1 V4 2004 SERIES AMERICAN STANDARDS 4S • • Q CO CL L 4) X 4) N II 0 0 V') N M t() 0 0 CV rn 0 N 0 4i E 4) 0 WENT: A.411■. IF A • NW COAST PRODUCTS, LLD ALLIANCE MANAGER, AGENT FOR BP: '°'I'ggigiggillaI B ovus Lend Law G/obalAllianc e 1 CENTEIMOINTE OIMVE LA PALMA, CA 11M13 NATIONAL SITE ADAPT CONSULTANT: Gv 4 HA icr _ - 44116 ,- Z n `�► ,, O J f � ys c ... ‘,„ H ENG04 „,,,,, g' 'LAND PLANNING AND DESIGN SPECWJSTS” 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 NO DATE REVISION DESCRIPTION Bp 3/4/05 DESIGN REVIEW Ki 18 BP 2" FLEXIBLE DOUBLE ENTRY BOOT (SW FRP PIPING) / 1 111 BP 3 FLEXIBLE DOUBLE ENTRY BOOT (SW FRP PIPING) "ENVIRON" MODEL NO. DEB -7360 20) A 4" FLEXIBLE DOUBLE ENTRY BOOT (SW FRP PIPING) "ENVIRON" MODEL NO. DEB -7400 Z BP 2" FLEXIBLE DOUBLE ENTRY BOOT (COAXIAL FRP PIPING) L l.dH i 12 O 9 "ENVIRON" MODEL NO. DEB- 7360 -LCX %.1 IAA • Mr, f 1 e': r .... n �rt & L o "ENVIRON" MODEL NO. DEB -7400 -LCX R 0 USED) 11 A SEAL OFF W/ DRAIN (NOT USED) SEAL 1 '( S ' GR Ci P E w)s 6, 6) ( 9 ', 0 M /4 t 1 0 p 28527 0 s". �?: OiSti. \* ONM. EN EXPIRES 01 -07 -09 BY DESCRIPTION 'HE RECPIEN OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS MINED BY BP. AND ALSO, THAT THE MATERIALS CONTNN PRINLEDGED ANO CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NO TO MAKE COPIES OF THE MATERIALS. THE REOPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LAVED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REOUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: UNDERGROUND STORAGE TANK STANDARDS ELEMENT TPO1 V-6 2004 SERIES AMERICAN STANDARDS SITE ADDRESS: 15252 Pacific Hwy. So. @ 154th St. Tukwila, Washington 98188 FAC #5515 Df9m sr. SHK &11( ALLIANCE MOM: HARD ,'L BP REM OS ' ALLIANC Pit CRAM BIT: WRsICN: v6.0 3/1 /O4 PIIOIECT NO BCE #2369 DRAWING VIE TANK AND PIPING MATERIALS LAS' ( OF Z) MEET NO: M .5. 1 . 2 ENVIRON PIPING AND FITTINGS (ALA. AREAS CONTINUED) 11) BP 1" FLEXIBLE DOUBLE ENTRY BOOT "ENVIRON" MODEL NO. DEB -3157 17 Bp 1-1/2" FLEXIBLE DOUBLE ENTRY BOOT W/ REDUCER DONUTS (ENVIRON PIPING) 2 FLEXIBLE DOUBLE ENTRY BOOT W/ REDUCER DONUTS (ENVIRON PIPING) "EN MO NO. DEB -7150 ENVIRON MODEL NO. DEB -7200 Ki 18 BP 2" FLEXIBLE DOUBLE ENTRY BOOT (SW FRP PIPING) "ENVIRON" MODEL NO. DEB -6200 111 BP 3 FLEXIBLE DOUBLE ENTRY BOOT (SW FRP PIPING) "ENVIRON" MODEL NO. DEB -7360 20) ep 4" FLEXIBLE DOUBLE ENTRY BOOT (SW FRP PIPING) "ENVIRON" MODEL NO. DEB -7400 (121 BP 2" FLEXIBLE DOUBLE ENTRY BOOT (COAXIAL FRP PIPING) "ENVIRON" MODEL NO. DEB- 6200 -LCX 12 Bp 3" FLEXIBLE DOUBLE ENTRY BOOT (COAXIAL FR PIPING) "ENVIRON" MODEL NO. DEB- 7360 -LCX 64 8P 4 FLEXIBLE DOUBLE ENTRY 800T (COAXIAL FRP PIPING) "ENVIRON" MODEL NO. DEB -7400 -LCX 12 (( NOT USED) 11 12 SEAL OFF W/ DRAIN (NOT USED) 76 1 FIBERGLASS PIPING AND FITTINGS (ALL AREAS) ITEM BY DESCRIPTION MANUFACTURER ® 2" SINGLE WALL FIBERGLASS PIPE, 20' LENGTH & GLUE KITS G.C. 2" COUPLING (PRIMARY) ' " AMERON 3000 L MODEL 20354386 " AMERON 3000 L MODE'. 20350707 (---- G.C. 2" 90 DEGREE ELBOW (PRIMARY) '"AMERON" 3000 /L MODEL #20372108 128 G.C. 2" 45 DEGREE ELBOW (PRIMARY) " AMERON" 3000 /L MODEL #2037 129 G.C 2" TEE (PRIMARY) "AMERON" 3000 /L MODEL #20378007 3� G C 2" THREADED ADAPTER BELL x MALE FRP " AMERON" 3000 /L MODEL #20370202 31 3" SINGLE WALL FIBERGLASS PIPE, FITTINGS dr GLUE KITS " AMERON" 3000 L MODEL 130354381 G.C. 3" COUPLING (PRIMARY) " AMERON" 3000 L MODEL 130350707 1'. 132 G.C. 3" 90 DEGREE ELBOW (PRIMARY) " AMERON" 3000 L MODEL 130372108 4iij G.C. 3" 45 DEGREE ELBOW (PRIMARY) " AMERON" 3000 L MODEL #30371508 134 G.C. 3" TEE (PRIMARY) " AMERON" 3000 L MODEL #30378007 1 35 G.C. 3" THREADED ADAPTER BELL x MALE FRP " AMERON" 3000 /L MODEL 130370202 136) G.C. 3 "x2" REDUCER BUSHING " AMERON" 3000 /L MODEL 132370504 (137 144 U ' - E Nr, , 1 r Mr'D ►_ #30J7')O0' ff. ' ill •. ., r. rI4 j . •.?.• 1l, 's* { • u . ,-, ♦ t',',.., - �. tr . 1 ": . ' . Vi, i _ . ,. ' .. . .- r ...id' ' ' 3" DOUBLE WALL COAXIAL FIBERGLASS PIPE, 20' LENGTH, & GLUE KITS " AMERON 3000 LCX MODEL 30464386 G.C. 3" CONTAINMENT COUPLING " AMERON 3000 LCX MODEL #304692 145 3" COAXIAL 90 DEGREE ELBOW (PRIMARY) " AMERON" 3000 /L MODEL #30372108 G.C. 3" COAXIAL 90 DEGREE ELBOW (SEC "AMERON" 3000 /LCX MODEL #30469201 � 11-4 148 G.C. 3" COAXIAL 45 DDEEGGRREEEE ELBOW (SECONDARY) " AMERON" 3000 / LCX O MODEL 130469202 G.C. 3" COAXIAL TERMINATION FITTING W/ TEST PORT " AMERON" MODEL 130469206 149 G.C. 3 "x2" COAXIAL REDUCER RING " AMERON" MODEL #32469208 MISCELLANEOUS EQUIPMENT (ALL AREAS) ITEM BY DESCRIPTION MANUFACTURER 150) �' GC 4" DIA. PIPE 7' -0 LG. MAX WITH 6" NPT MALE ADAPTER AND 6"x4" BUSHING SOCKET -WELD (FOR HYDROSTATIC TANK MONITOR) SCH. 40 PVC MATERIAL 151 eP ( 1-1/2" BALL VALVE -FULL PORT DISPENSER PRODUCT & VAPOR LINES) "JOMAR" MODEL NO. T -100 -707 152 BP 2" BALL VALVE -FULL PORT (FOR TURBINE PRODUCT LINES) "JOMAR" MODEL NO. T -100 -708 5 3 BP 3" BALL VALVE -FULL PORT "JOMAR" MODEL NO. T -100 -710 154\ 8P 1WI /L "x38" LONG FLEX CONNECTOR - 90 DEG MALE SWIVEL x 1 - /2" FEMALE "HOSE MASTER" MODEL # FSWWE38 -0150 U.L. ' LISTED) 155: 8P 1-1/2"x30" LONG FLEX CONNECTOR - 90 DEG MALE SWIVEL x 1-1/2" FEMALE SWIVEL `HOSE MASTER" MODEL # FSWWE30 -0150 ; U. L LISTED) 1_56. l BP 1 -1/2 "x18" LONG FLEX CONNECTOR -• MALE x 2' FEMALE SWIVEL "HOSE MASTER" MODEL # 112- 18 -FSMF ; U.L. USTED) 57 BP 2 "x12' LONG FLEX CONNECTOR - 2" FEMALE x MALE SWIVEL "HOSE MASTER" MODEL 2 -12 -FSFS (U.L. LISTED) €5)8 BP 2"x18" LONG FLEX CONNECTOR - 2" FEMALE x MALE SWIVEL "HOSE MASTER" MODEL 2 -18 -FSFS (U.L. LISTED) EMERGENCY PUMP SHUT OFF SWITCH (INDOOR /OUTDOOR) BP 2 "x24" LONG FLEX CONNECTOR - 2" FEMALE x MALE SWIVEL "HOSE MASTER" MODEL 2 - 24 - FSFS (U.L. LISTED) 60) Bp 3 "x18" LONG FLEX CONNECTOR -- 3" MALE x 3" UNION (Al STAGE M 1MPOR "HOSE MASTER" MODEL # 3-18-FSMU (U.L. LISTED) "HUBBELL" SPECIFICATION GRADE RECEPTACLE GFCI R1 WEATHERPROOF COVER eP 3 "x2" TES b N REE cossotR (FR PIPING) "WEAVER" MODEL NO. R3.5x2.4A 162) Bp 6" LOCKING TEST WELL PLUG "EBW" MODEL NO. 772 (� 6 1 6 BP 6" FACTORY SLOTTED PVC -1 PIPE, 0 SLOTS OR AS REQUIRED FOR LOCAL REGULATIONS W/ CAPPED BOTTOM (LENGTH AS REQUIRED "ATLANTIC SCREEN" OR EQUAL 16 / G.C. 6" PVC COUPLER. PRESS FT WITH NO SOLENT GLUES BY G.C. G G.C. 6" SCH 40 SOLID PVC PIPING 1140 ALL -1 BY G.C. 166) G.C. 4" NPT x 2" NPT DOUBLE TAP BUSHING - PLATED CAST IRON (SIPHON STINGERS) 4" NPT x 3" NPT DOUBLE TAP BUSHING - PLATED CAST IRON (SIPHON STINGERS) "ENVIRON" MODEL NO. DTB-4020 "ENVIRON" MODEL NO. OTB 4030 167 G.C. 1 -1/2" OR 2" OR 3" GALVANIZIED STEEL PIPE "ANVIL" OR EQUAL 168 G.C. I -1/2" OR 2" OR 3" 90' GALVANIZIED STEEL ELBOW "ANVIL" OR EQUAL 169 G.C. -1/2" OR 2" OR 3" GALVANIZIED STEEL PIPE TEE "ANVIL" OR EQUAL 170 G.C. 1- 1/2" OR 2" OR 3" GALVANIZIED STEEL PIPE UNION "ANVIL" OR EQUAL X 7 1) G.C. � 1 " RIGID CONDUIT BY G.C. 1 172 G.C. J -BOX "NEMA" 3R 4X4 OR 16" SQ. " CROUSE HINDS" GUP215 5 ' G.C. J -BOX EXP. PROOF "CROUSE HINDS" GUAT36 1174 G.C. MAINTENANCE RECEPTACLE "HUBBELL" SPECIFICATION GRADE RECEPTACLE GFCI IN WEATHERPROOF COVER 11 G.C. SEAL OFF W/ DRAIN " CROUSE HINDS" 1" EYS3 (VERTICAL) OR EYS31 (VERTICAL OR HORIZONTAL) W/ ECD15 UNIVERSAL DRAIN 76 1 G.C. SEAL OFF " CROUSE HINDS" 1" EYS3 (VERTICAL) OR EYS31 (VERTICAL OR HORIZONTAL) ® BP (NOT USED) VEEDER ROOT EQUIPMENT (ALL AREAS) ITEM BY DESCRIPTION MANUFACTURER 178 180 BP TLS -350 PLUS ENVIRONMENTAL & INVENTORY MANAGEMENT "VEEDER -ROOT" MODEL NO. 848290 -022 SYSTEM WITH INTEGRAL PRINTER at CONTAINMENT SUMP LIQUID SENSOR, NON- DISCRIMINATING BP (FOR FILL SIDE AND TURBINE SIDE TANK SUMPS AND DISPENSER SUMPS WoR) "VEEDER -ROOT " MODEL NO. 794380 -208 181 BP HYDROSTATIC SENSOR - SINGLE FLOAT, WITH "VEEDER -ROOT" MODEL NO. 794380 -301 4" RISER PIPE CAP "VEEDER -ROOT" MODEL NO. 330020 -435 18 TANK LEVEL 8' MAGNETOSTRICTIVE PROBE -0.1 GPH (USE 2" FLOAT IN KIT) "VEEDER-ROOT" MODEL NO. VR- 847390 -108 BP TANK LEVEL 10' MAGNETOSTRICTIVE PROBE -0.1 GPH (USE 2" FLOAT IN KIT) "VEEDER -ROOT" MODEL NO. VR- 847390 -109 183 Bp 2" FLOAT PROBE INSTALL KIT FOR MAG 1 TANK LEVEL PROBE (GASOLINE) "VEEDER - ROOT" MODEL NO. VR - 849600 - 000 0 Bp 2" FLOAT PROBE INSTALL KIT FOR MAG 1 TANK LEVEL PROBE (DIESEL) "VEEDER ROOT" MODEL # VR- 849600 -001 185 TANK GAUGE PORT CAP AND RING KIT BP PER CARB EVR EXEC ORDER VR -101 -D & VR -102 -D "VEEDER ROOT" MODEL VR- 312020 -952 @--- BP 3 GPH PRESSURE LINE LEAK DETECTION AT TURBINES "VEEDER -ROOT" MODEL NO. 848480 -001 <87 Bp OVERFILL ALARM WITH HORN /STROBE 120VAC (OPTIONAL) "VEEDER -ROOT" MODEL NO. 790091 -001 88 BP ACKNOWLEDGEMENT SWITCH (OPTIONAL) "VEEDER -ROOT" MODEL NO. 790095 -001 tI BP MANIFOLD SIPHON BREAK VALVE KIT "VEEDER -ROOT" MODEL NO. 330020 -031 190 (NOT USED) 191 (NOT USED) MATERIAL LIST AT BUILDING (ALL AREAS ITEM BY DESCRIPTION MANUFACTURER 192 BP ELECTRICAL POWER AND CONTROL CABINET "EPC" PREFABRICATED WITH ALL ELECTRICAL PANELS, BREAKERS, TURBINE CONTROLLERS, ISOLATION RELAYS, SIT LIGHTING CONTROLLER AND FIELD WIRING TERMINAL BLOCKS. SITE SPECIFIC CONFIGURATION PROVIDED AND U.L. LISTED FOR THIS APPLICATION. PER BP REQUIREMENTS" (SUPPLIED DIRECTLY TO SITE) 193 BP POWER CONDITIONER - � ' '= �'� ' F "ONEAC MODEL NO. CB1115 OR EQUAL W/ HARD WIRE PART 011 -002 194 BP COQ , , �, v 1 . +, . r 1 WAYNE CRIND DISTRIBUTION BOX I r " "' , 5 `� J05 OD . TOKHEIM CRIND DISTRIBUTION BOX t * WAYNE" DATA DISTRIBUTION BOX WITH PIB SYSTEM KIT 883039 -002. KIT INCLUDES SITE CONTROLLER CABINET, DATA DISTRIBUTION BOX, PIB, AND 4 CHANNEL CAT BOARD. "TOKHEIM" MODEL 69 INTERFACE BOX 195 BP WAYNE DISPENSER SITE CONTROLLER i _ _ TOKHEIM DISPENSER DISTRIBUTION BOX ABOVE FOR MODEL SEE ITEM 54) NUMBER "TOKHEIM" MODEL O67B -8 ( 6 TIONS) " HEIM " DISP MODEL L 1 #67B POS - 32 (MAX. 16 DISP. do 32 POSTIONS) f9-6) BP TO�HEIM INTERCONNECT /ISOLATION MODULE FOR PIC UNITS (RICO BRANDED SITES ONLY) "TOKHEIM" SAM PIC INTERFACE UNIT (SUPPLIED DIRECTLY FROM TOKHEIM) 9 7 � TOKHEIM SAM CONTROLLER BOX FOR PIC UNITS BP (ARCO BRANDED SITES ONLY) "TOKHEIM" SAM CONTROLLER BOX (SUPPLIED DIRECTLY FROM TOKHEIMI ( 19 - E N 5) / BP BP ;I E CC NTAO i f R M^DIu! E • .. r POS MODULE (POINT OF SALE) "ALLIED" SITE CONTROLLER MODULE "EP CONFIGURATION" (SUPPLIED DIRECT. ■ •,()M A,L'ED "MST" POS SYSTEM BP CONFIGURATION (SOFTWARE SUPPLIER DIRECTLY FROM MSI) 201 INTERCOM TO DISPENSERS B (CONSOLE MOUNTED AT SALES COUNTER) "3M" INTERCOM MASTER MODEL 1 3M -D -20 (6 CHANNEL) DISPENSER MOUNTED SPEAKERS BY DISP. MANF. 02 BP EMERGENCY PUMP SHUT OFF SWITCH (INDOOR /OUTDOOR) "SQUARE D" CLASS 9001 KR3RH6 PUSH- BUTTON N.C. WITH BOX AND COMER. (FOR OUTDOOR NEMA 3R ENCLOSURE REQUIRED) (OR EQUAL) €)3 BP EMERGENCY PUMP SHUT OFF RESET SWITCH (INDOOR AT SALES COUNTER) "SQUARE D CLASS 9001 KR3RH5 PUSH - BUTTON N.C. BOX AND COVER. 3 (FOR OUTDOOR NEMA 3R ENCLOSURE REQUIRED) (OR EQUAL) fo)4 ep G.C. MAINTENANCE RECEPTACLE "HUBBELL" SPECIFICATION GRADE RECEPTACLE GFCI R1 WEATHERPROOF COVER I ' „ i:1 f il.'i''- , �.t A ,, " 4 ; ', . . 1 . ; i • , '40f ' ; \. ' L � } 1 1 1 . �� t : • ! �1 tai' 't t ,1 +fib k 4c v' L. : ' - .4 A ',..- ' ' • -1. k a. r 'i )'VI 1 V 1 S ' I r. r l t y, 1 tiA !4`1.4,,, 1 7 1 Q ,e i- N, •' 1 c, A I ',, 1�. { . . l' ' � r • p rt , 1 1 • 'Y ,� • j .. }� :/'•. • 1. .�.i 1 = ' •� � .�� Rvl� , ,'.y. 7r:+i: IN^'EP •iPENSEP SP +I_L CON'AINMENT SUMc FOR "WPNE :WATI!llN" "ENVIRON" MODEL NO. EP -FDS -4319 J:. R1 , - ,`TL t {l.. 1.0 1T ;:': V F A r 11� I11U `Tl1p l AIL "G 1 \ r r �. A 'AM. MUD- L .,EEO D;S '..t,Jsa • • MANUFACTURER Tr . :A( ^I 'N DOGBONE ISLAND FORM FOR H -FRAME DISPENSERS 8'- 0 "x4' -0" 42 "x84 "x4" SCH. 40 DISPENSER ISLAND TRAFFIC BOLLARD W /SIGN MOUNTS (OR) 42 "x104 "x4" SCH. 40 DISPENSER ISLAND TRAFFIC BOLLARD W /SIGN MOUNTS BY DESCRIPTION BP 12" DIA. ROUND MONITORING MANHOLE, WATER TIGHT AND TRAFFIC RATED 1 BP 18" DIA. ROUND MONITORING MANHOLE, WATER TIGHT AND TRAFFIC RATED 39" COMPOSITE MANHOLE W/ LIFT STICK HANDLE (AT TURBINES & DISPENSERS) DESCRIPTION SUBMERSIBLE TURBINE PUMP -2 H.P. WITHOUT PISTON LEAK DETECTION, W/ MAGVFC CONTROLLER PANEL. 208/230V, W/ 26" RISER, W/ "R" CHECK VAL INTAKE FILTER SCREEN, STAINLESS STEEL (PREINSTALLED ON TURBINES) 107 BP 48" TOPHAT WITH 33" TOTALTITE TURBINE SUMP LID DESCRIPTION TURBINES (ALL AREAS) MANHOLES (ALL AREAS 1 -1/2" DOUBLE WALL FLEX PIPE - GEOFLEX-D 1 -1 /2" COAXIAL COUPUNG 1 -1 /2" COAXIAL PIPE ADAPTER w 1 -1 /2" COAXIAL TEE FITTING w -1 /2" COAXIAL ELBOW FITTING -1/2" COAXIAL RISER PPE ADAPTER (FOR MALE THRD. SHEAR VALVE 1 -1 /2" COAXIAL SHEAR VALVE KR OR 1-1/2" COAXIAL RISER KIT "RIVERSIDE STEEL" OR EQUAL "RIVERSIDE STEEL" OR EQUAL BP TRAFFIC BOLLARD MANUFACTURER "OPW /POMECO" MODEL NO. 6110 -12WT "DPW /POMECO" MODEL NO. 6110 -18WT "FE PETRO" MODEL NO. 400137905 "FE PETRO" MODEL NO. 65 -PSI "FE PETRO" MODEL NO. IS MANUFACTURER "ENVIRON" MODEL NO. GFP -2150 —I f NVIRVI "ENVIRON" MODEL NO. CPC -1502 w "ENVIRON" MODEL NO. CPA -1 S2O "ENVIRON" MODEL NO. CTF -1 5 1 5 "ENVIRON" MODEL NO. CEF -1515 "ENVIRON" MODEL N0. CRA -1515 "ENVIRON" MODEL NO. CVK -1515 "ENVIRON" MODEL NO. CRK -1515 ITEM (.8 BP - r BY DESCRIPTION BY BP EOUIPMENT SOLUTION FOR DIESEL DISPENSING ALL AREAS) DESCRIPTION OTHER EQUIPMENT AT DISPENSERS (ALL AREAS) - 1/2' PRODUCT IMPACT VALVE DOUBLE POPPET W/ FUSIBLE LINK W/ U -BOLT INSTALLATION KIT BP VAPOR RECOVERY IMPACT VALVE (TOP ENTITY) MANUFACTURER MANUFACTURER "DPW" MODEL NO. OPW -10BFP -5726 "DPW" MODEL NO. 60 VSPC -1001 "r.IM'E -1 . " MODEL N'; - T'rnEli COAXIAL GEOFLEX TEST TUBE -36" LG. "ENVIRON" MODEL NO. GTT -3636 MISCELLANEOUS EQUIPMENT (ALL AREAS CONTINUED) • ' NOTE: THIS MATERIALS EQUIPMENT SCHEDULE IS NOT A COMPLETE UST OF MATERIALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MISCELLANEOUS EQUIPMENT, FITTINGS, MATERIALS AND DEVICES NECESSARY TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. CONTRACTOR TO COORDINATE MATERIALS DELIVERY SCHEDULE AND VERIFY EQUIPMENT COUNTS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL EQUIPMENT ARRIVES AT SITE IN UNDAMAGED CONDITION. • L x v N vH 11 `v r V 1) tt 0 N 0 0 E 0) 0 J W Q tri Q NOTES: UST INSTALLATION NATIONAL SITE ADAPT CONSULTANT: GNA& 4 s ,.t+ � • o j, y 17 d • g . EN %AND PLANNING AND DESIGN SPECIALIST ' 18215 72ND AVENUE SOUTH KENT. WASHINGTON 98032 (425) 251 -6222 N0. 0 1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. O FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT CONCRETE. O REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. O REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) 14 REBAR 60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. 5 5 SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL -OFF AT SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. 'SINGLE O TANK 1" CONDUIT TO EACH TANK. LOOP BETWEEN CONTAINMENT SUMP, GAUGE, & INTERSTITIAL SENSOR. PROVIDE SEAL -OFF IN BUILDING & SUMP. ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING. CONTAINS ONLY LOW VOLTAGE WIRING FOR SENSORS. O USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN A" & MAX OF :Y" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD REPRESENTATIVE. <> 6" OBSERVATION SUMP DEPTH SHALL BE 24" BELOW TANK. DO NOT PENETRATE SOIL. DO NOT USE PVC CEMENT ON BOTTOM CAP OR OTHER COUPLINGS OR FITTINGS. 9 NV TANK EXCAVATION OBSERVATION SUMP (2). INSTALLED WITH TANKS, DO NOT DRILL AFTER INSTALLATION. 10 TANK PAD MINIMUM 2' -0" OFF OUTSIDE WALLS OF TANKS, AND MUST COVER THE FOOTPRINT OF THE TANKS. 43 , CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE MEETING CONCRETE. Q REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF PRODUCT LINES (1 OR 2 PER UST SUMP). 1Q TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. 14 TANK ANCHORING OPTIONAL. CONSULT LOCAL REGULATION; VERIFY WITH OWNER'S REPRESENTATIVE. CLIENT: Alk. IF ARCO IP MUST COAT PROMOS, LLC ALLIANCE MANAGER. AOtWT MR BP: Bovis Lind Lisa G/obalAlliance +1 CEWMPONIN OWE LA MLA CA NW NATIONAL SITE ADAPT CONSULTANT: GNA& 4 s ,.t+ � • o j, y 17 d • g . EN %AND PLANNING AND DESIGN SPECIALIST ' 18215 72ND AVENUE SOUTH KENT. WASHINGTON 98032 (425) 251 -6222 N0. DATE REVISION DESCRIPTION L 3/4/06 DE9t 4 REVIEW A , rA A • a � F -2., 9 lr k -� l L 04 % r A p L CEN A SEAL: 1 ..( s . as t �. 0 1 g 28527p c , _ %' C /STE�� , ONA 1. 1-* EXPIRES 01 -07 -eur 1 catimanisurcAreamaa THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED 8Y BP. AND ALSO. THAT THE MATERIALS COWAN/ PRPALEDCED AND CONFbENnAL •USINESS INFORmANON OF •P ACCORDINGY. THE RECIPIENT AGREES TO RETAIN THESE MATERIALS N STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AM FURTHER AGREES NOT 70 WAKE COPIES OF THE MATERIALS THE REaPENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR *IICH BP HAS MADE THE MATERIALS AVAILABLE. AND REOPIENT AGREES TO RERIRN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE WENDED PURPOSE OR UPON THE REQUEST OF BP. IHICiEVER COMES FIRST OEVELOfM ENT INFORMATION: I UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 V-6 2004 SERIES AMERICAN STANDARDS STE ADDRESS: 15252 Pacific Hwy. So. @ 154th S't. Tukwila, Washington 98188 FAC #5515 MGM s �#( ALLIANCE Mt DEEM sts _ . _ _ Ofd REM � ORAII ST: ALLUNOE MR Mtn* V6.0 3/1 /04 PIIIIECT NM BCE #2369 DRAWING 111LE: TYPICAL 1' DIA. 12,000 GALLON DOUBLE WALL FIBERGLASS TANK INSTALLATION DETAILS MEET NOt M ___ • 0 • 0 I co c • 0o SCALE: 1/2" = 1' -O" . • •. �• • • • • •• • • • •. .•• • . •• r. A 1I Jib II111 I � I • :•• • �• • • • . •• ::• • SCALE: 1/2" = 1' -0" • • - • .r • . • �:• • : ••• I • • yS i • .• • .. ,•. ... • A • r• • • • gy . ' . • •• • • • • • • • .r• •••• 2' MIN. 42" D14. FILL SUMP MEOW 3' -3 7/8" UNDERGROUND TANK PLAN VIEW ASPHALT AND STONE PER PROJECT SPECIFICATIONS (N°•) SLOPE SIDES OF TANK HOLE OR USE SHORING FOR ALL TANK EXCAVATIONS IN ACCORDANCE WITH OSHA 1926 SUBPART P, OSHA STANDARDS - EXCAVATIONS; FINAL RULE OCTOBER 1, 1989 e4A 40`4 4(v ?\14 O 6c1 N s p, > itvWw , • •r• • / r BACKFILOWI PEAGRAVeL AS PER TANK MANUFACTURER SPECIFICAtIONS. (T1 .) srwu r DROP TyBE q `'`•- END OF TANK 4 Co 1 ' -0" MIN. PEA GRAVEL 11' -0" AI a AI %VW 11.5.9.15 A: UNDERGROUND TANK SECTION DETAIL 11' -11 1/8" FOR STANDARD FILLS M.5.9.16 TANK LEVEL GAUGE ALARM AT 90% CAPAC IT'r INSTALLED OVER , • • • :�' , • COMPACTED SOIL ••••• •• A • • •• • BRINE RESERVOIR AND INTERSTITIAL MONITOR FOR WATERTIGHT FILLS NATIVE VIRGIN SOIL • v u u u r• ; ►• 1 A� L 11 1/8" 7' -4" 36' -0" 7" THICK CONCRETE SLAB (TYP.) . ».. • • .� • A r .••. r �• A C S TANK UFTING LUGS (TYP.) 'M/ • TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 11' -11 1/8" ANCHOR STRAP LOCATION (TYP.) - ("TYP.) (TYP.) ANCHOR, STRAP'i LOCNTION (TYP. 1 • • • •s • . TANK SHALL BE SET DEAD LFVEL • ',. • .. f • ''•�- , '�` •. • • . • .a, 1 1 y: 16 1/2" (TYP.) • ▪ : • : • . . • • VI ! I 42" OR 48' DA. TURBINE SUMP I ! I 4itt' OPTIONAL MANUFACTURER SUPPLIED 12 "x12 "x18' DEADMAN (TYP. OF 4) 3' -3 7/8" Ali/111k WNINIF v - v -- v - Zr - - - v - v - v - v - v - ■1, • ., • • • • ••• • • • ti • I • • ▪ ~ ••• • •' • • END OF TANK --- 2 MIN. FOR MASTER -SLAVE ISTs ON MANIFOLDED USTs USING SINGLE 2 HP TURBINE ON 12K TANK FOR SINGLE 1ST & SINGLE UST mm 1123 - "Imo • • • r • A • • • ' • • . • • • • ,. 4 1 gin' 6" CLEARANCE BETWEEN CAP AND GRADE 470.." .• • NW k.• tkV k•kl VI. . . _ . N r • eN • Nrri)*%'"VVV`Vr • • • I• . . • • / -/• •/• %.. • .j j• • • • .0„:„ • • • tr, 4 •••• TYP.) O NEE; INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS M.5.1.1 & M.5.1.2 PVC CAP SCREWED ON W 40.0' 3.5' DIA. SUMPS O 0 TANK 8.0' DIA. 5,550 LBS V '-12" 10' -0" \ cit jf i' CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS: --- - -_•. - -- - ----•••••••• TANK WITH SPHERICAL ENDS, 8.0' O.A. DIAM. (8' NOMINAL) TANK LENGTH: 36' -0" TANK DIAMETER 8' -0" TRY 36' -0" DEADMAN, EACH SIDE, 12" WIDE X 12" HIGH EMPTY TANK UPLIFT = 11,595 GAL = 1,550 CU FT 7.48 GAL. /CF 1,550 CU FT X 62.4 LBS /CF = 96,720 LBS (DISPLACED WATER) TANK SUMP UPUFT = (2) X 3.14 X 1.75 x 4' = 76.9 CU FT BUOYANCY CALCULATIONS © DRY WEIGHT OF TANK: O 7" CONCRETE SLAB AT 87.6 LB /CF 4' MIN. BURY DEPT. 1.0' GRAVEL COLUMN 76.9 CF X 62.4 LBS /CU FT = 4,799 LBS (DISPLACED WATER) TOTAL TANK UPUFT = 96,720 LBS + 4,799 LBS = 1111.5.12.185 t HOLD DOWN CALCULATION Q TANK SLAB: .58' X 10.0' X 40.0' = 232.0 CU FT 232.0 CU FT X 87.6 LBS /CU FT = =MLLE* © CUBED BACKFILL ABOVE TANK: 4' X 8.0' X 36.0' = 1,152 CU FT - 76.9 CU FT = 1,075.1 CF 1,075.1 CU FT X 57.6 LBS / CU FT = 51921_125 CURVED BACKF1LL ABOVE TANK: 3.14 X 4.0' 36.0' = 1,808.6 CU FT 8.0' X 8.0' X 36.0' = 2,304 CU FT 2,304 CU FT - 1,808.6 CU FT = 495.4 CU FT = 247.7 CU FT 2 247.7 C U FT X 57.6 LBS/ CU FT s j4.268 LBS I ® GRAVEL COLUMN ABOVE DEADMEN: 1.0' X 12.0' X 36.0' X 2 = 864.0 CU FT 864.0 CU FT X 57.6 LBS/ CU FT is 49.766 LBS CONCRETE DEADMEN: 1.0' X 1.0' X 36.0' - 36.0 CU FT 36.0 CU FT X 87.6 LBS/ CU FT X (2) or TOTAL HOLD DOWN: 12/.140.J.115 TOTAL HOLD DOWN: 158.140 LBS = �= SAFETY FACTOR TOTAL TANK UPUFT: 101,519 LBS 1.0' X CO' X 36.0' FOR DEADMAN Cuuc WMPLIANCE nor esu APR 2 5 2405 DRAWING FOR REFERENCE ONLY EXISTING TANKS TO REMAIN BUOYANCY CALC. 12,000 GAL. TANK •. • ■• 0 0 d •v CL) c c 1 N •- 0 N 0 E 1- O 0 Led o NOTES: UST INSTALLATION 99 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. O FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT CONCRETE. O REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. O REBAR REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. O 5 SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL -OFF AT SUMP AND BUILDING WIRING TROUGH. CONTAINS UNE VOLTAGE WIRING. O PROVIDE SINGLE 1" CONDUIT TO EACH TANK. LOOP BETWEEN CONTAINMENT SUMP, TANK GAUGE, & INTERSTITIAL SENSOR. SEAL -OFF IN BUILDING & SUMP. ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING. CONTAINS ONLY LOW VOLTAGE WIRING FOR SENSORS. O 7 USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN )b" & MAX OF V IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD REPRESENTATIVE. 88 6" OBSERVATION SUMP DEPTH SHALL BE 24" BELOW TANK. DO NOT PENETRATE SOIL. DO NOT USE PVC CEMENT ON BOTTOM CAP OR OTHER COUPLINGS OR FITTINGS. NOTE; ALL VENT AND VAPOR SHALL BE DOUBLE WALL FIBERGLASS PIPING BY AM ALE: 1 /e ASPHALT & STONE AS SPECIFIED BY PROJECT SPECIFICATIONS FILTER FABRIC ON BOTTOM & SIDES OF TANK HOLE TYPICAL TANG ANCHORING DETAL SCALE: 1/4" a 1' -0" NQIE; SLOPE SIDES OF TANK HOLE OR USE SHORING FOR ALL TANK EXCAVATIONS IN ACCORDANCE WITH OSHA 1926 SUBPART P, OSHA STANDARDS - EXCAVATIONS; FINAL RULE OCTOBER 1, 1989 _Q` MIN. 6" MA ALTERNATE ANCHORING BY USE Of A CONCRETE ANCHORING PAD IS PERMITTED. CONSULT WITH OWNER'S REPRESENTATIVE AND SUCH SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATION. NQTE; WHERE DIFFERENT SIZED TANKS ARE USED, ALIGN THE FILL PORTS TO FACILITATE TANKER DELIVERIES NOTE: ALL THE 12K TANKS DEPICT (1) SUBMERSIBLE PUMP WITH (1) PIPING RUN EACH. 12" 12 1' -0" MIN. PEA GRAVEL INSTALLED OVER COMPACTED SOIL. IN WET HOLE INSTALLATIONS, INCREASE TO 18" MINIMUM PER MANUFACTUER'S RECOMMENDED INSTALLATION GUIDELINES. 0" MIN. 6" M FILTER FABRIC r O TANK SLAB 43 O © © O 1 -) OF GEOFLEX -D PRODUCT LINE 0 DISPENSERS W/ REDUCER W/ REDUCER W/0 REDUCER TYPICAL THIRD LIFT OF PEA TO BUILDING (6) 1" CONDUITS ASPHALT AND STONE PER PROJECT SPECIFICATIONS DEFLECTION MEASUREMENT BEFORE & AFTER TANK INSTALLATION SMALL BE ACCORDING TO MANUFACTURER'S REQUIREMENTS AND SHALL BE WITHIN MANUFACTURER'S TOLERANCES. ALL INFORMATION SHALL BE COMPLETED AS PER THE MANUFACTURER'S WARRANTY DOCUMENTATION. HIND PWJViid; AND DESIGN SPEC IAUSTS" 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 3/4/06 1 WNW REV (w 1 EXPIRES 01 -o7 -0P THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP. AND ALSO. THAT THE MATERIALS CONTNN PRTALEDGED AND CONFIDENTIAL BU9NESS NFORMAUCN OF BP. ACOORDMQr. THE RECIPENT AGREES TO RETAIN THESE MATERIALS IN STRICT COMMENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR *ITCH OP HAS MADE THE MATERALS AVAILABLE. AND RECIPENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, •iICHE).ER COMES f1RST. UNDERGROUND STORAGE TANK STANDARDS ELEMENT TPO1 V-6 2004 SERIES AMERICAN STANDARDS FAC #5515 "so V6.0 3/1/04 DRAWING TALE: PIIGfECT M0: BCE #2369 UST INSTALLATION (3) E DIA.12K BLENDING AND NOMILENDING z N M NQIE; ALL THE 12K TANK DEPICT (1) SUBMERSIBLE PUMP WITH (2) PIPING RUN EACH. NQIE; ALL THE 12K TANKS DEPICT (1) SUBMERSIBLE PUMP WITH (1) PIPING RUN EACH. 2 ' -0 " e O 1 00 O 0 00 V) 0 —1 Z w J A: TANG INSTALLATION - 'PLAN VEIN - BLENDING SCALE: 1/4" = 1' -0" • W C� 40' -0" MIN. 36 00 a0 — W W tn c � H NQIE; WHERE DIFFERENT SIZED TANKS ARE USED, ALIGN THE FILL PORTS TO FACILITATE TANKER DELIVERIES n2 0 ix W �o a 0 z Q w n ao 4). 1 -r OR 2" GEOFLEX-D PRODUCT UNE TO DISPENSERS S TAGE I I 3" FRP TO DISPENSERS (TYPICAL) NOTES: UST ANCHORING WHEN WORKING BELOW GRADE, EXTREME CARE MUST BE TAKEN TO ASSURE WORKMEN A SAFETY. SLOPING AND SHORING SHALL BE PROVIDED TO COMPLY WITH OSHA CONSTRUCTION INDUSTRY STANDARDS 29 CFR PART 1926 SUBPART P, OSHA STANDARDS - EXCAVATIONS: FINAL RULE OCTOBER 1, 1989. HARDHATS SHALL BE WORN BY ALL WORKMEN OPERATING IN EXCAVATION OR WHERE OVERHEAD WORK IS PROGRESSING. A TANK ANCHORING REQUIRED WHEN A HIGH WATER TABLE IS ENCOUNTERED OR IS REQUIRED BY LOCAL REGULATION. CONSULT WITH OWNER'S REPRESENTATIVE. A INSTALL DEADMAN ANCHORS PER TANK MANUFACTURERS INSTALLATION INSTRUCTIONS. DIMENSIONS OF MANUFACTURER SUPPLIED DEADMAN FOR 8' DIA. 12,000 GAL. TANK ARE 12 "x12 "x18'L, QTY: (4) EACH TANK. A TOTAL LENGTH OF FIELD CONSTRUCTED DEADMAN IS MIN. 12" GREATER THAN OVERALL LENGTH OF TANK. v 1 EACH TANK REQUIRES DEADMAN ON EACH SIDE. i HOLD DOWN STRAPS ARE REQUIRED FOR 10,000, 12,000, 15,000, & 20,000 GALLON \ TANKS AS SPECIFIED AND SUPPLIED BY TANK MANUFACTURER. L LOCATE STRAPS ON RIBS WHERE INDICATED ON TANK. FASTEN WIRE WITH AT LEAST THREE CLAMPS AROUND DEADMAN AND THROUGH THE END POINT OF THE HOLD DOWN STRAP. CLAMPS SHALL BE ALTERNATED 180' FROM EACH OTHER. MARE ROPE MINIMUM DIAMETER 1/ 2". NQIE; ALL VENT AND VAPOR PIPING SHALL BE DOUBLE WALL COAXIAL FIBERGLASS PIPING BY AMERON TANK SLAB TYPICAL TO BUILDING (6) 1" CONDUITS ATTACH ALL HOLD DOWN STRAPS TO CABLE USING TURNBUCKLES. UNIFORMLY TIGHTEN ALL STRAPS TO ACHIEVE EQUAL TENSION WITHOUT TANK DEFLECTION. MEASURE TANK DIAMETER BEFORE AND AFTER TIGHTENING STRAPS TO ENSURE NO TANK DEFLECTION ® TURNBUCKLES: HOOK TYPE - 1 - 1/4" DIAMETER, MW TYPE - 3/4" DIAMETER, EYE TYPE - 3/4" DIAMETER A COAT ALL EXPOSED STRAPS, CABLES, TURNBUCKLES, AND REINFORCING BARS WITH PITCHMASTIC. 4�h INSTALL USTs SO THAT TOP OF TANKS ARE AT SAME HEIGHT. © IN UNSTABLE SOIL (AS DEFINED BY SOILS REPORT) THE DIMENSION MUST BE 4 FT. FROM BOTH SIDES AND ENDS (WITH FIBERGLASS TANKS) 6 Q FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED FOR WET HOLE INSTALLATIONS. FABRIC MUST EXTEND TO SLAB AND MAY BE PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM. • • •..�.,,, . - .. - O it c V N 00 0 4i E 4, 4 en RP ARrO BORDFR TANKS 7004. ■weddle )(refs: 99 LOW POINT ON STAGE II PIPING TO DRAIN TO UNLEADED TANK FIRST. IF REQUIRED, INSTALL TRAP TO OTHER USTS FOR THE VENT MANIFOLD W/ 3" CONNECTION. ALL OTHER CONNECTIONS MADE W/ 2" 1 BALL VALVE POSITION ON PRODUCT UNE MANIFOLD IS DEPENDENT ON IST SET -UP. REFER TO APPROPRIATE IST & VEEDER -ROOT SET -UP DETAILS. /, 1 1 . TANK EXCAVATION OBSERVATION SUMP (2). INSTALLED WITH TANKS, DO NOT DRILL AFTER INSTALLATION. Q ABOVE GROUND MANIFOLDED VENTS, SEE DETAIL ON SHEET G.0.6. As TANK PAD MINIMUM 2' -0" OFF OUTSIDE WALLS OF TANKS, AND MUST COVER THE FOOTPRINT OF THE TANKS. Q CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE MEETING CONCRETE. A, DIESEL OPTION USES JUST ONE PRODUCT LINE TO DIESEL DISPENSER. REFER TO DIESEL UST INSTALLATION DRAWING FOR ® STAND -ALONE UST OR AS AN EXTENSION TO THIS UST DESIGN. SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, © PLACEMENT, AND ORIENTATION. FINAL S1TE SPECIFIC TANK LAYOUTS SHALL BE APPROVED BY THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL LOCATION SIGN -OFF SHALL BE DOCUMENTED. * REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & iv NUMBER OF PRODUCT UNES (1 OR 2 PER UST SUMP). ® 3" FRP CHASE IS ONLY INSTALLED FOR FUTURE USE. UST SIPHON LINE AND PRODUCT PIPING MANIFOLDS ARE NOT TO BE INSTALLED. NOTE; ALL VENT AND VAPOR SHALL BE DOUBLE WALL FIBERGLASS PIPING BY AM ALE: 1 /e ASPHALT & STONE AS SPECIFIED BY PROJECT SPECIFICATIONS FILTER FABRIC ON BOTTOM & SIDES OF TANK HOLE TYPICAL TANG ANCHORING DETAL SCALE: 1/4" a 1' -0" NQIE; SLOPE SIDES OF TANK HOLE OR USE SHORING FOR ALL TANK EXCAVATIONS IN ACCORDANCE WITH OSHA 1926 SUBPART P, OSHA STANDARDS - EXCAVATIONS; FINAL RULE OCTOBER 1, 1989 _Q` MIN. 6" MA ALTERNATE ANCHORING BY USE Of A CONCRETE ANCHORING PAD IS PERMITTED. CONSULT WITH OWNER'S REPRESENTATIVE AND SUCH SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATION. NQTE; WHERE DIFFERENT SIZED TANKS ARE USED, ALIGN THE FILL PORTS TO FACILITATE TANKER DELIVERIES NOTE: ALL THE 12K TANKS DEPICT (1) SUBMERSIBLE PUMP WITH (1) PIPING RUN EACH. 12" 12 1' -0" MIN. PEA GRAVEL INSTALLED OVER COMPACTED SOIL. IN WET HOLE INSTALLATIONS, INCREASE TO 18" MINIMUM PER MANUFACTUER'S RECOMMENDED INSTALLATION GUIDELINES. 0" MIN. 6" M FILTER FABRIC r O TANK SLAB 43 O © © O 1 -) OF GEOFLEX -D PRODUCT LINE 0 DISPENSERS W/ REDUCER W/ REDUCER W/0 REDUCER TYPICAL THIRD LIFT OF PEA TO BUILDING (6) 1" CONDUITS ASPHALT AND STONE PER PROJECT SPECIFICATIONS DEFLECTION MEASUREMENT BEFORE & AFTER TANK INSTALLATION SMALL BE ACCORDING TO MANUFACTURER'S REQUIREMENTS AND SHALL BE WITHIN MANUFACTURER'S TOLERANCES. ALL INFORMATION SHALL BE COMPLETED AS PER THE MANUFACTURER'S WARRANTY DOCUMENTATION. HIND PWJViid; AND DESIGN SPEC IAUSTS" 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 3/4/06 1 WNW REV (w 1 EXPIRES 01 -o7 -0P THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP. AND ALSO. THAT THE MATERIALS CONTNN PRTALEDGED AND CONFIDENTIAL BU9NESS NFORMAUCN OF BP. ACOORDMQr. THE RECIPENT AGREES TO RETAIN THESE MATERIALS IN STRICT COMMENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR *ITCH OP HAS MADE THE MATERALS AVAILABLE. AND RECIPENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, •iICHE).ER COMES f1RST. UNDERGROUND STORAGE TANK STANDARDS ELEMENT TPO1 V-6 2004 SERIES AMERICAN STANDARDS FAC #5515 "so V6.0 3/1/04 DRAWING TALE: PIIGfECT M0: BCE #2369 UST INSTALLATION (3) E DIA.12K BLENDING AND NOMILENDING z N M NQIE; ALL THE 12K TANK DEPICT (1) SUBMERSIBLE PUMP WITH (2) PIPING RUN EACH. NQIE; ALL THE 12K TANKS DEPICT (1) SUBMERSIBLE PUMP WITH (1) PIPING RUN EACH. 2 ' -0 " e O 1 00 O 0 00 V) 0 —1 Z w J A: TANG INSTALLATION - 'PLAN VEIN - BLENDING SCALE: 1/4" = 1' -0" • W C� 40' -0" MIN. 36 00 a0 — W W tn c � H NQIE; WHERE DIFFERENT SIZED TANKS ARE USED, ALIGN THE FILL PORTS TO FACILITATE TANKER DELIVERIES n2 0 ix W �o a 0 z Q w n ao 4). 1 -r OR 2" GEOFLEX-D PRODUCT UNE TO DISPENSERS S TAGE I I 3" FRP TO DISPENSERS (TYPICAL) NOTES: UST ANCHORING WHEN WORKING BELOW GRADE, EXTREME CARE MUST BE TAKEN TO ASSURE WORKMEN A SAFETY. SLOPING AND SHORING SHALL BE PROVIDED TO COMPLY WITH OSHA CONSTRUCTION INDUSTRY STANDARDS 29 CFR PART 1926 SUBPART P, OSHA STANDARDS - EXCAVATIONS: FINAL RULE OCTOBER 1, 1989. HARDHATS SHALL BE WORN BY ALL WORKMEN OPERATING IN EXCAVATION OR WHERE OVERHEAD WORK IS PROGRESSING. A TANK ANCHORING REQUIRED WHEN A HIGH WATER TABLE IS ENCOUNTERED OR IS REQUIRED BY LOCAL REGULATION. CONSULT WITH OWNER'S REPRESENTATIVE. A INSTALL DEADMAN ANCHORS PER TANK MANUFACTURERS INSTALLATION INSTRUCTIONS. DIMENSIONS OF MANUFACTURER SUPPLIED DEADMAN FOR 8' DIA. 12,000 GAL. TANK ARE 12 "x12 "x18'L, QTY: (4) EACH TANK. A TOTAL LENGTH OF FIELD CONSTRUCTED DEADMAN IS MIN. 12" GREATER THAN OVERALL LENGTH OF TANK. v 1 EACH TANK REQUIRES DEADMAN ON EACH SIDE. i HOLD DOWN STRAPS ARE REQUIRED FOR 10,000, 12,000, 15,000, & 20,000 GALLON \ TANKS AS SPECIFIED AND SUPPLIED BY TANK MANUFACTURER. L LOCATE STRAPS ON RIBS WHERE INDICATED ON TANK. FASTEN WIRE WITH AT LEAST THREE CLAMPS AROUND DEADMAN AND THROUGH THE END POINT OF THE HOLD DOWN STRAP. CLAMPS SHALL BE ALTERNATED 180' FROM EACH OTHER. MARE ROPE MINIMUM DIAMETER 1/ 2". NQIE; ALL VENT AND VAPOR PIPING SHALL BE DOUBLE WALL COAXIAL FIBERGLASS PIPING BY AMERON TANK SLAB TYPICAL TO BUILDING (6) 1" CONDUITS ATTACH ALL HOLD DOWN STRAPS TO CABLE USING TURNBUCKLES. UNIFORMLY TIGHTEN ALL STRAPS TO ACHIEVE EQUAL TENSION WITHOUT TANK DEFLECTION. MEASURE TANK DIAMETER BEFORE AND AFTER TIGHTENING STRAPS TO ENSURE NO TANK DEFLECTION ® TURNBUCKLES: HOOK TYPE - 1 - 1/4" DIAMETER, MW TYPE - 3/4" DIAMETER, EYE TYPE - 3/4" DIAMETER A COAT ALL EXPOSED STRAPS, CABLES, TURNBUCKLES, AND REINFORCING BARS WITH PITCHMASTIC. 4�h INSTALL USTs SO THAT TOP OF TANKS ARE AT SAME HEIGHT. © IN UNSTABLE SOIL (AS DEFINED BY SOILS REPORT) THE DIMENSION MUST BE 4 FT. FROM BOTH SIDES AND ENDS (WITH FIBERGLASS TANKS) 6 Q FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED FOR WET HOLE INSTALLATIONS. FABRIC MUST EXTEND TO SLAB AND MAY BE PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM. • • •..�.,,, . - .. - O it c V N 00 0 4i E 4, 4 en RP ARrO BORDFR TANKS 7004. ■weddle )(refs: 2 HP VARIABLE SPEED TURBINE W/ 3 GPH ELECTRONIC LEAK DETECTION 1-1/2" OR 2" ENVIRON GEOFLEX -D PIPING CROSS CONNECTION BETWEEN i 20,000 GAL. UNL. TANK AND 10,000 GAL. UNL. TANK 3" PEA GRAVEL MIN. TO PREVENT ---- -- LOAD TRANSFER TO TOP OF TANK 48" SUMP J -BOX SEAL -OFF (REQUIRED ONLY AT FIRST SUMP FROM PANEL) 1" POWER CONDUIT 3" DOUBLE WALL FRP SIPHON PIPING 3" DOUBLE WALL FRP ACTIVE SIPHON TO 10,000 GAL. 87 OCTANE ilmsfile I % f//. Gl..;, n66I9�' �Yf�( �f1fGyY /dd9/1' /�Y / / / / /,�iY.4 /.0 / //J 4 "x4 "x3 "x2" EXTRACTOR 3" BALL FLOAT VALVE • SET 0 95% CAPACITY SUMP LIQUID MONITORING SENSOR ON SENSOR HOLDER bELOW APEX 8 OF TANK AT LOWEST POINT) A: SECTION VIEW - 12K REGULAR - ONE PUMP, ONE LINE SCALE: 3/4" = 1' -0" (MASTER) 3" DOUBLE ENTRY BOOT (LCX) 3" CONTAINMENT TERMINATION 3" BELL X MALE ADAPTER HOME RUN TO BUILDING TO SUMP SENSOR 1" DOUBLE ENTRY BOOT J -BOX (TYP.) 4 "x4 "x3 "x2" EXTRACTOR AND 3" BALL FLOAT VALVE 2" SCR'D GALV. FITTINGS 2 HP VARIABLE SPEED TURBINE W/ 3 GPH ELECTRONIC LEAK DETECTION FACTORY LAY -UP 2 "x18" FLEX 2" BALL VALVE SEE NOTES BELOW 32" I.D. COLLAR BONDED TO TANK B: PLAN VIEW - 12K REGULAR - ONE PUMP ONE LINE SCALE: 3/4" = 1.-0" (MASTER) OPTIONAL VACUUM GAUGE PORT ENCLOSURE TOP FACTORY BONDED JOINT (FP.) 22" MANWAY 1 -1/2" MIN. CROWN (TYP. ALL OPENINGS) 6" WIDE DETECTABLE UNDERGROUND MARKING TAPE -- EMPIRE MAGNATEC #31 -143 (6" MIN. 12" MAX.) SEAL OFF W ' DRAIN 2" BALL VALVE 2" GALV. TEE 2 "x24" FLEX 2" & 3" DOUBLE ENTRY BOOTS (STD.) 3 S.W. VAPOR RECOVERY & 2" S.W. VENT LINE (IN SAME PLANE, SHOWN FOR CLARITY) -1/2" OR 2" PRODUCT TO DISPENSERS SINGLE PIPE RUNS FROM EACH REGULAR UNLEADED TANK TO DISPENSER ISLANDS NOTE: ALL PRODUCT, SIPHON & CROSS CONNECTION PIPING SHALL BE INSTALLED SUCH THAT ALL PENETRATIONS LEAVE THE TANK SUMP FROM THE SAME SIDE. SUMP SENSOR SHALL BE INSTALLED ON THE SAME SIDE OF PIPING PENETRATIONS AS SHOWN 1-1/2" OR 2" ENVIRON GEOFLEX -D CROSS CONNECTION PIPING BETWEEN UNLEADED TANKS. BALL VALVE NORMALLY OPEN ONLY (1) BALL VALVE REQD. BETWEEN TANKS 3"x18" FLEX 1-1/2" OR 2" ENVIRON GEOFLEX -D PRODUCT PIPING TO DISPENSERS 1-1/2" OR 2" DOUBLE ENTRY BOOT W/ REDUCER DONUT ENVIRON COAXIAL COUPLING, ADAPTER & TEST TUBE 2" BELL X MALE ADAPTER 2" DOUBLE ENTRY BOOT (STD.) / 2" S.W. F.G. VENT 30' or 36' Opening 1D 4r OR 48' I.D. 3" DOUBLE ENTRY BOOT (STD.) NOTE: FOR 1-1/2" GEO -FLEX INSTALLATIONS A 2" TO 1-1/2" REDUCER IS REQUIRED PRIOR TO 1-1/2* ENVIRON PIPE COUPLING & ADAPTER. ALL OTHER PIPING & FITTINGS SHALL BE 2" INSIDE THE TURBINE SUMP. 32' or 38' Top O.D. OPTIONAL THERMOWELD PORT OPTIONAL VACUUM TEST PORT 2 HP VARIABLE SPEED TURBINE W/ 65 PSI CHECK VALVE 1-1/2" OP 2" ENVIRON GEOFLEX -D PIPING CROSS CONNECTION BETWEEN 20,000 GAL UNL. TANK AND 10,000 GAL. UNL. TAN 3" PEA GRAVEL MIN. TO PREVENT -- LOAD TRANSFEP. TO TOP OF TANK 48" SUMP J -BOX SEAL -OFF (REQUIRED ONLY AT FIRST SUMP FROM PANEL) 1" DOUBLE ENTRY BOOT 1" MONITORING CONDUIT 1" POWER CONDUIT 3" DOUBLE WALL rRP SIPHON PIPING 4 "x4 "x2 "x2" EXTRACTOR AND 3" BALL FLOAT VALVE TO SUMP SENSOR 2 "x 18" 2" SCR'D GALV. FITTINGS t� 4 "x4 "x2 "x2" EXTRACTOR AND 3" BALL FLOAT VALVE J -BOX (TYP.) SUMP LIQUID MONITORING SENSOR (IN SENSOR HOLDER BELOW APEX OF TANK AT LOWEST POINT) C: SECTION VIEW - 12K REGULAR - ONE PUMP, ONE LINE SCALE: 3/4" = 1' -0" (SLAVE) 1" DOUBLE ENTRY BOOT HOME RUN TO BUILDING 3" BELL X MALE ` 1 ADAPTER 3" CONTAINMENT TERMINATION FITTING W/ TEST PORT (TYP.) 3" DOUBLE ENTRY BOOT (LCX) 3" DOUBLE WALL FRP ACTIVE SIPHON TO 20,000 GAL. 87 OCTANE SEE NOTES BE,_OW 32" I.D. (TYP.) 39" DIA. ACCESS MANHOLE ENVIRON COAXIAL COUPLING, NOTE: •� — — ADAPTER & TEST TUBE SINGLE PIPE RUNS FROM EACH REGULAR UNLEADED TANK TO DISPENSER ISLANDS NOTE: ALL PRODUCT, SIPHON & CROSS CONNECTION PIPING SHALL BE INSTALLED SUCH THAT ALL PENETRATIONS LEAVE THE TANK SUMP FROM THE SAME SIDE. SUMP SENSOR SHALL BE INSTALLED ON THE SAME SIDE OF PIPING PENETRATIONS AS SHOWN 2" BALL VALVE D: PLAN VIEW - 12K REGULAR - ONE PUMP, ONE LINE SCALE: 3/4" = 1' -0" (SLAVE) *NOTE: CONTRACTOR SHALL BE HELD RESPONSIBLE FOR PROPER INSTALLATION & PREPARATION PER MANUFACTURERS INSTRUCTIONS AND SHALL REINSTALL SUMPS IF HYDROSTATIC TESTING SHOWS LEAKING IN THIS AREA OF THE SUMP. * *NOTE THE REQUIRED ORIENTATION OF THE SUMPS PRIOR TO BONDING SUMPS TO COLLARS ** A 42" TURBINE SUMP REQUIRING SIPHON AND MANIFOLD CONNECTIONS TO AN ADJACENT TANK MUST BE ORIENTED SUCH THAT THE EDGE OF ONE OF THE PANELS FACES THE ADJACENT TANK IN ORDER TO ACHIEVE THE 45' ANGLES REQUIRED TO ROUTE THE SIPHON AND MANIFOLD PIPING CHASES WHILE MAINTAINING THE DESIRED PERPENDICULAR ANGLE INTO THE SUMP. A 48" TURBINE SUMP REQUIRING SIPHON AND MANIFOLD CONNECTIONS TO AN ADJACENT TANK MUST BE ORIENTED SUCH THAT THE FLAT OF ONE OF THE PANELS FACES THE ADJACENT TANK IN ORDER TO ACHIEVE THE 45' ANGLES REQUIRED TO ROUTE THE SIPHON AND MANIFOLD PIPING CHASES WHILE LIAINTAINING THE DESIRED PERPENDICULAR ANGLE INTO THE SUMP. 0 CONTRACTOR TO ADDITIONALLY GLASS WRAP & LAMINATE AT CONNECTION FOLLOWING CURING OF ADHESIVE. SPECIFIC ATTENTION MUST BE GIVEN TO SURFACE PREP AS TESTING REQUIREMENTS WILL DETECT THE SMALLEST OF FLAWS. ALL MATERIALS MUST BE COMPATIBLE WITH GASOLINE, GASOLINE WITH 1 5% MTBE (METHYL TERTIARY -BUM ETHER), OR GASOLINE WITH 1 0% ETOH (ETHANOL). FIBERGLASS AND RESIN MUST EXTEND 1/2" BEYOND COVERAGE of ADHESIVE. 1 -1/2" OR 2" DOUBLE ENTRY BOOT W/ REDUCER DONUT 1-1/2" MIN. CROWN (TYP. ALL OPENINGS) 6" WIDE DETECTABLE UNDERGROUND MARKING TAPE ►— EMPIRE MAGNATEC #31 -143 (6" MIN. 12" MAX.) SEAL OFF W/ DRAIN 2" BALL VALVE 2 GALV. TEE 2 "x24" FLEX 2" DOUBLE ENTRY BOOTS (STD.) 3 "x18" FLEX 2" DOUBLE ENTRY BOOT (STD.) 2" S.W. VAPOR RECOVERY & 2" S.W. VENT LINE (IN SAME PLANE, SHOWN FOR CLARITY) 1-1/2" OR 2" DOUBLE ENTRY BOOT W/ REDUCER DONUT (TYP.) 2" S.W. F.G. VENT 2" BELL X MALE ADAPTER 1-1/2" OR 2" DOUBLE ENTRY BOOT W/ REDUCER DONUT 1-1/2* OR 2" ENVIRON GEOFLEX -D PRODUCT PIPING TO DISPENSERS 1-1/2" OR 2 ENVIRON GEOFLEX -D CROSS ' CONNECTION PIPING BETWEEN UNLEADED TANKS. BALL VALVE NORMALLY OPEN ONLY (1) BALL VALVE REQD. BETWEEN TANKS NOTE: FOR 1-1/2" GEO -FLEX INSTALLATIONS A 2" TO 1-1/2" REDUCER IS REQUIRED PRIOR TO 1-1/2* ENVIRON PIPE COUPLING & ADAPTER. ALL OTHER PIPING & FITTINGS SHALL BE 2" INSIDE THE TURBINE SUMP. FIBERGLASS PIPING, 2" NOMINAL, BONDED TO SUMP OR UDC INNER WALL USING GASOLINE COMPATIBLE EPDXY RESIN. BOTTOM OF PIPE TO BE IN CONTACT WITH LOWEST PART OF SUMP OR UDC. CONTRACTOR TO INSTALL GALVANIZED METAL OR FIBERGLASS SPACER TO ALLOW FIBERGLASS PIPE TO CLEAR SUMP COLLAR "LIP ". CONTRACTOR TO USE GASOLINE - COMPATIBLE EPDXY TO BOND SPACER TO SUMP AND PIPE. CONTRACTOR MAY USE UNISTRUT, FIBERGLASS PIPE, OR ANY OTHER EQUIVALENT MATERIAL THAT CAN WITHSTAND ENVIRONMENT OF SUMP. 3/16" HOLE 1/4" FROM BOTTOM, THROUGH PIPE. INSERT COTTER PIN TO KEEP SENSOR INSIDE OF HOLDER. TURBINE SIDE SUMP SENSORS TO BE MOUNTED BELOW APEX OF TANK, AT BOTTOM OF SUMP AT SIDE OF TANK WHERE PRODUCT PENETRATIONS INTO SUMP ARE MADE AND BELOW LOWEST PENETRATION FITTING WITHIN SUMP AREA. PRODUCT PIPING TO DISPENSERS, PRODUCT PIPING CROSS CONNECTION BETWEEN SUMPS AND SIPHON PIPING PENETRATIONS ARE DESIGNED TO ENTER THE SAME SIDE OF THE SUMP AS SHOWN. IF PRODUCT PENETRATION ENTERS ON BOTH SIDES OF SUMP DUE TO FIELD CONDITIONS, THEN DUAL SENSORS AT TURBINE SUMP WILL BE REQUIRED TO BE INSTALLED. 2 HP VARIABLE SPEED TURBINE W/ 3 GPH ELECTRONIC LEAK DETECTION 3" PEA GRAVEL MIN. TO ----- PREVENT LOAD TRANSFER TO TOP OF TANK 48" SUMP J -BOX SEAL -OFF (REQUIRED ONLY AT FIRST SUMP FROM PANEL) 1" DOUBLE ENTRY BOOT 1" MONITORING CONDUIT 1" POWER CONDUIT HOME RUN TO BUILDING TO SUMP SENSOR 2" SCR'D GALV. FITTINGS SUMP LIQUID MONITORING SENSOR (IN SENSOR HOLDER BELOW APEX OF TANK AT LOWEST POINT) 2 HP VARIABLE SPEED TURBINE W/ 3 GPH ELECTRONIC LEAK DETECTION 2 "x18" FLEX 2" SCR'D GALV. FITTINGS 4 "x4 "x2 "x2" EXTRACTOR AND 3" BALL FLOAT VALVE J -BOX 1* DOUBLE ENTRY BOOT 2 "x18" FLEX ENVIRON COAXIAL COUPLING, ADAPTER & TEST TUBE 1-1/2" OR 2" DOUBLE ENTRY i BOOT W/ REDUCER DONUT (TYP.) 1-1/2" OR 2" ENVIRON GEOFLEX -D PRODUCT PIPING TO DISPENSERS 2 WIRE SHIELDED CABLE SUMP MONITOR UQUID SENSOR INSIDE HOLDER APEX OF TANK FIBERGLASS TANK SEE NOTES BELOW 32" I.D. E: SECTION VIEW - 12K PREMIUM - ONE PUMP, TWO LINES SCALE: 3/4" = 1' -0" CI ` <DC0 3/16" HOLE THROUGH PIPE FOR COTTER PIN c op, TO PREVENT SENSOR FROM "FLOATING ", OR BEING PULLED, OUT OF PLACE. 2 "x24" FLEX 2" BELL X MALE ADAPTER --- 1 -1/2" MIN. CROWN (TYP. ALL OPENINGS) -- 6" WIDE DETECTABLE UNDERGROUND MARKING TAPE EMPIRE MAGNATEC 031 -143 (6" MIN. 12" MAX.) SEAL OFT W/ DRAIN 2 BALL VALVE 2 GALV. TEE 2 "x24" FLEX 2" S.W. VAPOR RECOVERY & 2" S.W. VENT LINE (IN SAME PLANE, SHOWN FOR CLARITY) -1 2" OR 2" PRODUCT TO DISPENSERS° 1-1/2" OR 2" DOUBLE ENTRY ��,`,'�' BOOT W/ REDUCER DONUT (TYP.) ENVIRON COAXIAL COUPLING, ADAPTER & TEST TUBE NOTE DUAL PIPE RUNS FROM PREMIUM UNLEADED TANK TO DISPENSER ISLANDS NOTE: ALL PRODUCT PIPING SHALL BE INSTALLED SUCH THAT ALL PENETRATIONS LEAVE THE TANK SUMP FROM THE SAME SIDE. SUMP SENSOR SHALL BE INSTALLED ON THE SAME SIDE OF PIPING PENETRATIONS AS SHOWN 2" S.W. F.G. VE 2" DOUBLE ENTRY BOOT (STD.) 2" BELL X MALE ADAPTER 2" DOUBLE ENTRY BOOT (STD.) 2" S.W. F.G. VAPO RECOVERY NOTE: FOR 1-1/2" GEO -FLEX INSTALLATIONS A 2 TO 1-1/2" REDUCER IS REQUIRED PRIOR TO 1-1/2" ENVIRON PIPE COUPLING & ADAPTER. ALL OTHER PIPING & FITTINGS SHALL BE 2" INSIDE THE TURBINE SUMP. MAR 10 ZuUS NOTE: 1ST CONNECTION FROM STAGE N VAPOR RECOVERY HEADER TO LOWEST OCTANE TANK SHALL BE 3 ". ALL OTHER CONNECTIONS TO ADDITIONAL TANKS SHALL BE MADE WITH 2 ". NOTE; INDICATES ITEMS FOUND ON MATERIALS UST SHEETS M.5.9.1 & M.5.9.2 Lind law G /oba/Alliance vwD PLANNING AND DESIGN SPECMUSSIS` 18215 72ND AVENUE SOUTH KENT WASHINGTON 98032 (425) 251 -6222 THE RECIPIENT OF THESE MATERIALS UKIERSTANDS THAT COP YRIGH' I" THE MATERIALS IS DINNED BY G►. AND ALSO. THAT THE MATERIALS CONTAIN PRI I.XDCED AND COHRDENflAL BUSINESS 'FORMATION OF BP. ACCORDINGLY. THE REGIMENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO JIS .OSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS NE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LASTED PURPOSE FOR RR *QCIR BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP ElTHNER UPON COMPLETION OF THE 'TENDED PURPOSE OR UPON RHE REQUEST OF BP. "NICHE∎ER COMES FRRST. UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 •-6 2004 SERIES AMERICAN STANDARDS FAC #5515 P'RDECT 11? BCE #2369 0 4 v ar w 0 0 m 0 m t o -1 " SECTION VIEW -'FILL SIDE SUMP (DUAL FILO ':' � #-•��,,��' � 20K REGULAR TANK) 1�� r �, •.�_ ... ,: • '�+i �+:�tv.._�i!rTi.tra.•� .. ��Satl�i►.�uis.'iR- ... t .::..c.,t�u.W.A ADAPTER AND CONTAINMENT' (TYP. 2 EA.) PRESENT ON ON THE FILL SIDE SUMP DOES NOT NOTE: CONTRACTOR SHALL BE HELD RESPONSIBLE FOR PROPER INSTALLATION & PREPARATION PER MANUFACTURERS INSTRUCTIONS AND SHAL.I REINSTALL SUMPS F HYDROSTATIC TESTING SHOWS LEAKING IN THIS AREA OF THE SUMP. INSTALL OPW WATER SHROUD (NOT BONDED TO SUMP, ONLY PORTION SHOWN SEE ABOVE DETAIL) TO USE OPW RAIN SHETLD IN CALIFORNIA OR HIGH WATER TABLE, THE RAIN SHIELD NEEDS TO BE PERMANENTLY BONDED TO RISER. PRIOR WRITTEN APPROVAL FROM FUEL SYSTEMS DESIGN MANAGER IS REQUIRED. H: ELEVATION - INTERSTITIAL SPACE MONITOR SCALE: NTS j -NOTES O 1 SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12' RUN ': FIBER REINFORCEMENT TO BE USED. PRE -MIX UNIFORMLY THROUGHOUT CONCRETE. O 3 REINFORCING BARS TO BE NO LESS THAN 2' AND NO MORE THAN 4' FROM SURFACE. O REINFORCE CONCRETE SLAB AROUND MANHOLE WITH 4 -/4 REBAR 60" IN LENGTH. PLACE REBAR 6' FROM SIDES OF BOX. SINGLE 1' CONDUIT TO EACH TANK. LOOP BETWEEN CONTAINMENT SUMP, TANK GUAGE, O AND INTERSTITIAL SENSOR. PROVIDE SEAL -OFF IN BUILDING AND SUMP. ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING. CONTAINS ONLY LOW VOLTAGE WIRING FOR SENSORS. O PEA GRAVEL BACKFILL• ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER AND OWNER'S FIELD REPRESENTATIVE. PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" COMPACTED PEA :: GRAVEL BEDDING. PIPING SMALL NOT BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS. O ALL ENTRIES TO BE PERPENDICULAR TO CONTAINMENT SUMP. MAXIMUM 15' OFF LINE WHEN USING EIMRON FLEXIBLE ENTRY BOOTS O REAM ALL RISERS FOR FULL PIPE BORE. 1 INSTALL TANK ID MARKERS IN THE SPILL CONTAINMENT MANHOLES. COVERS SHALL BE PRIMED AND PAINTED ACCORDING TO SPECIFICATIONS. O SECONDARY CONTAINMENT FOR ALL VENT AND STAGE II VAPOR RECOVERY PIPING ONLY WHEN REQUIRED BY LOCAL JURISDICTION. ® COT ALL BURIED GALVANIZED STEEL. WITH COAL • TOV It thi TAR EPDXY (F USED). 7.M,0 PLANNING MD DES ION SPEcw TS 18215 72ND AVENUE SOUTH KENT WASHINGTON 98032 (425) 251 -6222 PURPOSE FOR MFNCH BP HAS MADE THE MATERIALS AVAILABLE. AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BR. wHICHEVER COMES FIRST. UNDERGROUND STORAGE TANK STANDARDS ELEMENT TPO1 V-6 2004 SERIES AMERICAN STANDARDS • uMP• MdNiroR OQutD SENSOR ; ,MOUNTED IN HOLDER *rT DROP TUBE t ry l�r. i µ. - 1"�' ��'S.r� :..i ; ' Y M�` ' C � � 1 ; } s . Ma E • v.I t ! ` . � ... ( ryr i t in - iir-� 1 C: SECTION : IEW - 'FILL S IDE ;SUMP SING • C31 Sc ALE: errs r 1 0� 1OK REGULAR i& 12K PRE : ( • • f • E Ti\ NEW 3" 8A1LL FLOAT VALVE SET O .9s% •CAPACmr (TYP.)., w T y e ' . < 1{• % .t 1y ARTMENT TAN OPW 42" DIA. MULTI -PORT DUAL POINT Fill SPILL CONTAINMENT ASSEMBLY W/ (2) 5 GALLON SPILL BUCKETS CARB STAGE 1 EVR COMPLIANT PER VR -102 -0 4" FILL ADAPTER AND CAP IN SPILL CONTAINMENT FILL BOX (TYP.) (Typ.) PEA GRAVEL (TYP.) SEE STATIC GROUNDING DETAILS ON SHEET G.O.7 (TYP.) #4 STRANDED BARE CU GROUND WIRE TO GROUND ROD (TYP.) 114 STRANDED BARE CU GROUND WIRE TO OTHER TANKS (TYP.) 1" DOUBLE ENTRY BOOT =: T481mli* Iommlooml I MO 1 1L. nw i■ i ami woes immo 411111 • JUNCTION BOX 1 " MONITORING CONDUIT (TYP.) 42" POLYGON SUMP BODY (12) 11" FLAT PANELS SUMP MONITOR LIQUID SENSOR MOUNTED IN HOLDER STRAIGHT DROP TUBE (TYP.) E: SECTION VIEW - FILL SIDE SUMP (SINGLE FILL) SCALE: NTS (12K REGULAR AND PREMIUM TANKS) SUMP MONITORING LIQUID SENSOR 8" ACCESS PORT 42" DIA. POLYSIDED CONTAINMENT SUMP (TYP.) ALL MANHOLE ACCESS COVERS TO BELOW GRADE SHALL BE LIQUID TIGHT AND LOCKABLE 4' FILL ADAPTER AND CAP IN SPILL CONTAINMENT FILL BOX OPW 42" DIA. MULTI -PORT SINGLE DUAL POINT FILL SPILL CONTAINMENT ASSEMBLY W/ (2) 5 GALLON SPILL BUCKETS CARB STAGE I EVR COMPLIANT PER VR- 102 -D. F: PLAN VIEW -FILL SIDE SUMP (SINGLE FILL) SCALE: NTS (12K REGULAR AND PREMIUM TANKS) 4" MIN. TO TOP OF SPILL BUCKET 42" " X die I i--� n VEEDER ROOT .1 GPH MAGNOSTRICTIVE OBE TANK LEVEL PROBE W/ TLS CAP & RING. OVERFILL ALARM SET 0 90% CAPACITY. USE 2" FLOAT IN INSTALL KIT 4" X 3" VAPOR RECOVERY ADAPTER & CAP IN SPILL CONTAINMENT FILL BOX. PER CARB EVR VR- 102 -D, NO DRAIN VALVE TO BE INSTALLED ON VAPOR RECOVERY SPILL BUCKET. DIAMOND PLATE CONTRACTOR TO INSTALL CLEVIS AND COTTER PIN NEW 3' BALL FLOAT VALVE SET 0 98% CAPACITY (TYP.) TANK 5 GALLON SPILL CONTAINER. ONLINE DRAIN ON FILL BUCKET ONLY) WATER SHROUD •MANWAY JACK SCREW (TYP.) MANWAY ANCHOR (4) 4' X 3" VAPOR RECOVERY ADAPTER & CAP IN SPILL CONTAINMENT FILL BOX. PER CARB EVR VR- 102 -D, NO DRAIN VALVE TO BE INSTALLED ON VAPOR RECOVERY SPILL BUCKET. (TYP.) 4' GALV. STEEL RISERS STAGE I VAPOR RISER IS IN SAME PLANE AS TANK LEVEL GAUGE IN THIS VIEW TANK GAUGE ADAPTER & CAP VEEDER ROOT .1 GPH MAGNOSTRICTIVE PROBE TANK LEVEL PROBE W/ TLS CAP & RING. OVERALL ALARM SET 0 90% CAPACITY. USE 2" FLOAT IN INSTALL KR EXTRACTOR FITTING 1 EXPIRES 01-- 07 -QeOp THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS ONNED BY BP. ANO ALSO. THAT THE MATERIALS CONTAIN PRIVMEDOED AND CONF1OENTIAL BUSINESS FORMATION OF BP. ACCORDINGLY. THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY ANO FURTHER AGREES NOT TO MAKE COPES OF THE MATERIALS. THE RECIPIENT 0 r 0 u N k( ) •ct 0 0 N 0 0 Z3 r • kri 3" CONTAINMENT TERMINATION FITTING W/ TEST PORT (TYP.) 3" BELL X MALE ADAPTER 2 HP VARIABLE SPEED TURBINE W/ 3 GPH ELECTRONIC LEAK DETECTION 2" SCR'D GALV. FITTINGS 2 "x18" FLEX B: PLAN VIEW - ACTIVE SIPHON PIPING DETAIL SCALE: 3/4" = 1' -0" 3" DOUBLE WALL COAXIAL FRP ACTIVE SIPHON TO 10,000 GAL. 87 OCTANE 3" UNION X MALE FLEX CONNECTOR OR GALV. STEEL NIPPLE IF SHORT RUN TO 3" VAPOR RECOVERY TO 2" VENT UNE SIPHON PIPING DESIGN NOTE: 2 PRODUCT BLENDING FACILITIES SHALL HAVE: (1) 20,000 REGULAR UNLEADED TANK, & (1) 12,000/10,000 GALLON DUAL COMPARTMENT TANK WITH THE 12,000 GALLON COMPARTMENT CONTAINING UNLEADED PREMIUM TANK AND THE 10,000 GALLON COMPARTMENT CONTAINING REGULAR UNLEADED. THERE SHALL BE AN ACTIVE 3" SIPHON UNE INSTALLED BETWEEN THE TWO REGULAR UNLEADED TANKS 2" SCR'D GALV. FITTINGS 4 "x4 "x3 "x2" EXTRACTOR AND 3" BALL VALVE 3" BELL X MALE ADAPTER 3" CONTAINMENT TERMINATION FITTING W/ TEST PORT (TYP.) 2 "x18" FLEX D: PLAN VIEW - PASSIVE SIPHON PIPING DETAIL SCALE: 3/4" = 1' -0" 3" UNION X MALE FLEX CONNECTOR OR GALV. STEEL NIPPLE IF SHORT RUN TO 2" VENT LINE 3 DOUBLE WALL FRP PASSIVE SIPHON TO 20,000 GAL. 87 OCTANE 3" 90' GALV. M.I. ELBOW (PASSIVE CONN.) SEE SECTION C THIS SHEET. . (LOW POINT) TO 3" VAPOR RECOVERY NOTE: TOP OF SIPHON PIPING SHALL BE NO HIGHER THAN 11' -0" FROM BOTTOM OF TANK ON PASSIVE SIDE OF SIPHON SYSTEM TO ACCOUNT FOR 1/4" PER FOOT SLOPE UP TO THE ACTIVE TURBINE OF ADJACENT TANK. MANIFOLDED TANK CONDUIT PRODUCT DISCHARGE F: ISOMETRIC VIEW SIPHON DETAIL, ONE PUMP SCALE: NTS 3" DOUBLE WALL COAXIAL FIBERGLASS PIPE FOR SIPHON LINE CONNECTION, SLOPE ifi" PER FOOT BACK TO MANIFOLDED TANK 3/8" COPPER TUBING WITH COMPRESSION FITTINGS FROM FUNCTIONAL ELEMENT TO SIPHON BRASS VALVE • • NOTE: ' TOP OF SIPHON PIPING SHALL BE NO HIGHER THAN 11' -6" FROM BOTTOM OF TANK ON ACTIVE SIDE OF SIPHON SYSTEM TO ACCOUNT FOR 1/4" PER FOOT SLOPE DOWN TO THE PASSIVE TURBINE OF ADJACENT TANK. NOTE: SEE PLAN A & SECTION 8 FOR DETAILS RECEIVED CITY OF TUKWILA MAR 10 wuu5 id/1. ARCO Lind AN GlobalAlliance THE REQPIENT OF THESE MATERIALS UNOERSTANOS THAT COPYRIGHT IN THE MATERIALS IS OM 4W BY BP, ANV� ALSO, THAT TNf MATERIALS CONTAIN PRIVK,ED( D AND CONFIDENTIAL BU9NESS INFORMATION OF BP. ACOORO•KA.Y. THE RECIPIENT AGREES TO RETAIN TNESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF TIE MATERIALS. THE RECIFVNT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR *NCH BP HAS MADE THE MATERIALS AVAILABLE. AND RECIPIENT AGREES TO RETJRN ALL MATERIALS TO BP EITHER LYON COMPtET10N OF THE INTENDED PURPOSE OR UPON INC REQUEST OF BP. MFMCIEVER COMES FIRST. UNDERGROUND STORAGE TANK STANDARDS ELEMENT TPO1 V'6 2004 SERIES AMERICAN STANDARDS , — 154th St. Tukwila, Washington 98188 FAC #5515 ROUT Ma BCE #2369 SIPHON PIPING INSTALLATION DETAILS 48" DIA. CONTAINMENT SUM D 3" UNION X MALE FLEX CONNECTOR OR GALV. STEEL NIPPLE IF SHORT RUN 3" BELL X MALE F.G. ADAPTER 3" CONTAINMENT TERMINATION FITTING W/ TEST PORT 3" DOUBLE ENTRY BOOT (LCX) 2 3" DOUBLE WALL FRP SIPHON PIPING • IWRIPAWZAMMONOWNOBINUWOMMWMWWMWOWOOM NOTE: SLOPE FIBERGLASS PIPING FROM LOW SUMP UP TO HIGH SUMP AT 1/4" PER FOOT. NOTE: TOP OF SIPHON PIPING SHALL BE NO HIGHER THAN 11' --6" FROM BOTTOM OF TANK ON ACTIVE SIDE OF SIPHON SYSTEM TO ACCOUNT FOR 1/4" PER FOOT SLOPE DOWN TO THE PASSIVE TURBINE OF ADJACENT TANK. A: SECTION VIEW - ACTIVE SIPHON PIPING DETAIL SCALE: 3/4" - V-0" -0" 0 a 3 "x4" DOUBLE TAP HEX BUSHING 3/8" 0.D. COPPER TUBING TO TURBINE SIPHON CHECK VALVE HIGH POINT IN SIPHON SYSTEM TUBING FITTING 3/8 "x2" MPT 3" GALV. STEEL - SIPHON STINGER 3" GALV. M.I. SCR'D TEE 3" NIPPLE GALV. STEEL NOTE: SIPHON BAR TO SLOPE 1 /8" PER FOOT BACK TO MANIFOLDED TANK IF ONLY ONE SUBMERSIBLE PUMP IS USED. INSTALL SIPHON BAR LEVEL ON TWO SUBMERSIBLE PUMPS INSTALLATIONS. / /rY/�' / . 48" DIA. CONTAINMENT SUMP 3" UNION X MALE FLEX CONNECTOR OR GALV. STEEL NIPPLE IF SHORT RUN 3" BELL X MALE F.G. ADAPTER 3" CONTAINMENT TERMINATION FITTING W/ TEST PORT 3" DOUBLE ENTRY BOOT (LCX) 3" DOUBLE WALL FRP SIPHON PIPING NOTE: SLOPE FIBERGLASS PIPING FROM LOW SUMP UP TO HIGH SUMP AT 1/4" PER FOOT. NOTE: TOP OF SIPHON PIPING SHALL BE NO HIGHER THAN 11' -0" FROM BOTTOM OF TANK ON PASSIVE SIDE OF SIPHON SYSTEM TO ACCOUNT FOR 1/4" PER FOOT SLOPE UP TO THE ACTIVE TURBINE OF ADJACENT TANK. 3 "x4" DOUBLE TAP HEX BUSHING LOW POINT IN SIPHON SYSTEM 3" GALV. STEEL SIPHON STINGE 3" BALL VALVE C: SECTION VIEW - PASSIVE SIPHON PIPING DETAIL SCALE: 3/4" = 1 ' -0" NEW 3" GALV. M.I. SCR'D 90' ELBOW NEW 3" NIPPLE GALV. STEEL 0 r NOTE: SIPHON BAR TO SLOPE 1/8" PER FOOT BACK TO MANIFOLDED TANK IF ONLY ONE SUBMERSIBLE PUMP IS USED. INSTALL SIPHON BAR LEVEL ON TWO SUBMERSIBLE PUMPS INSTALLATIONS. 65 PSI NON- VENTED PRECISION CHECK VALVE PRODUCT DISCHARGE CONDUIT SLAVE TANK ENVIRON CROSSOVER PIPING CONDUIT PRODUCT DISCHARGE 3/8" COPPER TUBING WITH COMPRESSION FITTINGS FROM FUNCTIONAL ELEMENT TO SIPHON LINE HIGH POINT FOR BLENDING INSTALLATIONS ONLY BRASS VALVE • • • MASTER TANK E: ISOMETRIC VIEW SIPHON DETAIL, TWO PUMPS SCALE: NTS 3" DOUBLE WALL COAXIAL FIBERGLASS PIPF SIPHON LINE CONNECTION, INSTALL LEVEL FOR TWO STP CONFIGURATION. CROSS OVER IS OPERATED IN THE OPEN POSITION WITH MASTER /SLAVE ISTs & COMMON PRODUCT PIPING RUNS. NOTE: IF FUTURE SIPHON, A 3" SINGLE WALL FIBERGLASS CHASE IS INSTALLED FOR FUTURE PIPING OPTIONS. VERIFY WITH OWNER'S REPRESENTATIVE. 3/8" COPPER TUBING WITH COMPRESSION FITTINGS FROM FUNCTIONAL ELEMENT TO SIPHON LINE HIGH POINT BRASS VALVE NOTE: TOP OF SIPHON PIPING SHALL BE NO HIGHER THAN 11' -6" FROM BOTTOM OF TANK ON BOTH SIDES OF SIPHON SYSTEM NOTE: SEE PLAN A & SECTION B FOR DETAILS NATIONAL SIZE ADAPT CONSULTANT: Q! O 1.. & 4, N G ENG' "LAND PLANNING ANC DESIGN SPECWJSTS" 18215 72ND AVENUE SOUTH KENT WASHINGTON 98032 (425) 251 -6222 4 GHA(I d tea........... «...,. v cv 0 PUPF-OSE TY °E OF WIRE MIN. SEPARATION POWER SUPPLY OPEN WIRING LESS THAN 300 VOLTS 2 INCHES WIRE IN CONDUIT OR ARMORED OR NON- METALLIC SHEATH CABLE /POWER GROUND WIRES NONE RADIO & TELEVISION ANTENNA LEAD & GROUND WIRES WITHOUT GROUNDED SHIELD 4 INCHES SIGNAL & CONTROL WIRE OPEN WIRING NOT OVER 300 VOLTS NONE CAN CABLES COMMUNITY TELEVISION SYSTEMS COAXIAL CABLES WITH GROUNDED SHIELD NONE TELEPHONE SERVICE DROP WIRE AERIAL OR BURIED 2 INCHES SIGN NEON SIGNS AND ASSOCIATED WIRING FROM TRANSFORMER 6 INCHES FLUORESCENT UGHTING , FLUORESCENT UGHTING WIRE 5 INCHES LIGHTNING SYSTEM LIGHTNING RODS AND WIRES j 6 FEET , MSI POS TLS -350 SCALE: NTS ALLIED ANDI BOX 182X183 EC BOX PIB (PUMP INTERFACE BOARO) J--BOX OR CAT INTERFACE MSM DEBIT SAM DEBIT PUMP SERIAL RS -4e$) CAT RS -485 RS -485 CAT 5 4 INTERCOM ) WIDEN CABLE /872O) 0 0 z 0 O z tr DISP #1 DISP #2 DISP #3 DISP #4 PIC SHARED CONDUIT DISP (CAT 5 & #1 INTERCOM) TO EACH DISPENSER (TYPICAL) DISP #2 DISP #3 ARCO WAYNE VISTA OR APOLLO "NON —e" TO MSI POS ALLIED AN DI BOX SERIAL TOKHEIM 67 BOX TOKHEIM 69 BOX SERIAL TOKHEIM 67 BOX B3 SHARED CONDUIT (CAT 5 & INTERCOM) TO EACH DISPENSER (TYPICAL) SCALE: NTS INTERCOM CO TOKHEIM PREMIER C TO MSI POS DISP # DISP #2 CAT 5 Cable Installation Guide 1. EXCESSIVE FORCE SHOULD NOT BE USED TO PULL IN NEW CABLE. PULL FORCE SHOULD NOT EXCEED 25 LBS 2. CABLE SHALL NOT BE KINKED, KNOTTED, OR OTHERWISE DEFORMED DURING INSTALLATION. 3. PROPER CABLE SUPPORT HARDWARE SUCH AS J -HOOKS SHALL BE USED TO PREVENT RIPPING OR FRAYING OF CABLE. WHERE USED, STAPLES SHALL BE NON-METALLIC PLASTIC. STAPLE SHOULD BE LOOSE ENOUGH SUCH THAT CABLE JACKET IS NOT CRIMPED. 4. CABLE BUNDLES MAY BE SECURED WITH LOOSE FITTING WIRE TIE OR VELCRO TIE WRAPS. CABLES SHALL NOT BE OVER TIGHTENED SUCH THAT CRUSH STRESS IS EVIDENT. 5. CABLE SHALL BE ROUTED TO PERMIT SWEEPING BENDS, NOT RIGHT ANGLES OR SHARP BENDS. CABLE RUNS SHALL BE INDIVIDUALLY SUPPORTED. 6. A MINIMUM OF CABLE JACKET SHALL BE REMOVED WHEN TERMINATING. CABLE JACKET SHALL EXTEND AS CLOSE AS PRACTICAL TO THE TERMINATION POINT, LEAVING NO MORE THAN 3/4 INCH OF WIRE EXPOSED. 7. MAINTA'N TWISTED CONFIGURATION OF WIRE PAIRS TO WITHIN 1/2 INCH OF THE TERMINATION POINT. 8. WIRES SHALL NOT BE SPLICED. DAMAGED CABLE SHALL BE REPLACED, NOT REPAIRED. 9. LEAVE APPROXIMATELY 18 INCHES OF SPARE WIRE AT OUTLET AND CONNECTION POINT. 10. ENSURE ADEQUATE SEPARATION WHEN RUNNING CAT 5 CABLE PARALLEL TO POWER WIRING. CABLE SHALL NOT BE ROUTED THROUGH SAME BORE HOLES AS POWER WIRING. WHERE POSSIBLE CAT 5 CABLES SHOULD CROSS POWER WIRES AT 90 DEGREE ANGLES. MAINTAIN SEPARATION BETWEEN CABLE AND OTHER WIRING AS FOLLOWS: 44 cnY R OF E �UK� MAR 10 605 PERMIT CENTER Nam INDICATES ITEMS FOUND ON MATERIALS X X UST SHEET M.5.1.1. & M.5.1.2 CLIENT: Ah. ARCO BP MIST COW PRODUCTS, li.0 ALLIANCE NANAOER. AGENT FOR 8P: Bovis Lend Lam GlobalAlliance 4 CENIEIMOIN1E olwE LA PAM CA NM 'LAND PLANNING AND DESIGN SPECIAL5TS' 18215 72ND AVENUE SOUTH KENT WASHINGTON 98032 (425) 251 -6222 NO. DATE 3/4/06 DESIGN RENEW atinoztaaurcirAuma THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS 15 OOHED BY BP. AND ALSO. THAT THE MATERIALS CONTAIN PR}VILEDGED AND CONFIDE:NT1A, BUSINESS INFORMATION O BP ACCORDINGLY. THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COTES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LAVED PURPOSE FOR .NCH BP HAS MADE THE MATERIALS AVMI A9LF. AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO EP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF OP. wHiCHEWR COMES FIRST. DEVELOPMENT FORMATION: UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 V4 2004 SERIES AMERICAN STANDARDS SITE ACORES& 15252 Pacific Hwy. So. @ 154th St. Tukwila, Washington 98188 FAC *5515 o SHK ORO= St DRAIN ST! MK ORS ' yam* V6.0 3/1/04 OS OS PIA Di WPM BCE #2369 DRAVANG 1f1LE: WAYNE AND TOKHEIM DISPENSER ELECTRICAL SCHEMA WIRING DIAGRAMS SHEET NO: M.5.9.28 • 0 • .; . m en O O c1 O O E v 0 ° ? ® 6 0 0 0 ;. - -- ` a IMMIIWIel err) IIIIIxIJIIIxr : • • • • • 001010000010 .... • , - - • , M....GRIM HMS NM • • • • - = •-. • • • - - �.,,, - - M.IR • Il •.r" .I:.. :. • • ........e. .... I • , ..., ". ,u .�..,,. • ..am • • • - -- • ® • 0 110 111 111 := ®• 200 -250V CONDITIONED POWER SUPPLY PROVIDED 3 PH THROUGH PUMP ELECTRICAL poneunoti CONTROL CENTER 200 -250V CONDITIONED POWER SUPPLY PROVIDED 3 THROUGH PUMP ELECTRICAL DISTRIBUTION CONTROL CENTER • 1* MONITORING CONDUIT SUMP SENSOR PUMP CONTROL FROM DISPENSER ISOLATION RELAYS 12MTTCPED HOT ( 120 OR 240 VAC. ) TO SUBMERSIBLE PUMP PUMP IN (PI) . 11111111 01 F.E. PETRO "IST -VFC" REMOTE CONTROL BOX 11 ORO AL 3 NP SOONG S OP1101414. swncN enr4 n 7811 16) _ Tao (sgr3) 115v j_ O NEUTRAL EffEm Er___ TO MOTOR See "Pump Control Wiring' and 'system description" for specific wiring connections and speed /dip switch settings. LLD MANUAL NO. 576013 -902 REV. "H" OR HIGHER ,... T(POI r -- F.E. PETRO "15T -VFC" REMOTE CONTROL BOX MASTER REGU 3 HP MIMIC >tET FOLE 3 OM MID ON FOR L1 0NI sET P1RMAAE oRG art ril , ALL I/I III$ O NEUTRAL ;�II:ICI 11 117 2CM ZM OC T rlOOPLCOMMTIOA OTOR is: is ansssiiiii MN II 11111111111111111M ■ III .. • vino 1 . 1 ' 11 '0 `! ,. CONDUIT 2 WIRE CABLE PER SENSOR FLOAT. 1 FLOAT PER DISPENSER SUMP, LOOP DISPENSER SUMP CONDUITS WITH ONE HOME RUN PER BUILDING SIDE, OR MAXIMUM 6 DISPENSERS ON EACH RUN. SCALE: 3/4" • 1'-0" J -BOX SUMP SENSOR • 1 " MONITORING NEUTRAL BUS ISOLATED FROM GROUND & ELECTRICAL PANEL BONDING WNW REMOVED PER NEC 250 -61(b) NET ALL IMMO OF SEW 000113S a � - � a J u � - rroul I oli •T .RSI if INTERCOM OONDUIT I" POWER & DATA CONDUIT '" POWER & DATA CONDUIT - 1" INTERCOM CONDUIT 160 SEAL OFF (TYP.) � y�u : ulna L INE OF CONCRETE O ELECTRICALLY ISOLATED GROUND BUS (WSULATED FROM THE PANEL VIA A NON - CONDUCTIVE MOUNTING) W �g AC NEUTRAL AC UNE RIGID CONDUIT 15A 120V L BREAKER 1 SCALE: NTS SEAL OFF (REQUIRED FOR LAST DISPENSER HOMERUN ONLY) ELDEN CABLE TO DISPENSER RIGD CONDUIT Dispenser Side Elevation METALLIC CONDUIT. DO NOT ROUTE THROUGH AC TROUGH • AP7. AUDIBLE HORN SEE NOTE 10 BELOW NOTE: DIAGRAM SHOWN IS BASED ON A MASTER -SLAVE IST SET UP. IF AN ALTERNATE SINGLE MASTER IST SET UP IS USED, REFER TO SHEETS M.5.9.22, M.5.9.23, at 11.5.9.24 FOR PROGRAMMING DETNLS, & THE FE PETRO TECHNICAL BULLETIN DATED JUNE 12, 2001, FOR VEEDER -ROOT ?� �- 350 & FE PETRO INTERFACE WIRING. EACH DISPENSER REQUIRES (3) THREE CONDUITS FOR FIELD WIRING. #1 CONDUIT - 1" RIGID CONDUIT NOME RUN PER DISPENSER FOR AC POWER AND CONTROL WIRING. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR WIRE AND COMMUNICATION CABLE. / 2 CONDUIT - 1" RIGID CONDUIT HOME RUN PER DISPENSER FOR INTERCOM do CAT CABLES. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR FOR GABLE. f3 CONDUIT - 1' RIGID CONDUIT TO LEAD ORSPENSERS ONLY C AND REAR) FOR SUMP SENSORS. QIYSY III ALL OTHER DISPENSERS IN A ROW (FRONT AND REAR). FOLLOW MANUFACTURER'S SPECIFICATIONS FOR FOR CABLE. 1 NON - HAZARDOUS AREA TLS -350R MONITOR LOW VOLTAGE SIDE RIGID JUNCTION BOX CONDUIT (SEE NOTE 7) Immo - RIGID CONDUIT FROM EACH TANK 1" MONITORING CONDUIT / - NISH IALTAOC MAIM SDK SEAL --OFF (REQUIRED ONLY AT FIRST SUMP FROM PANEL) a .q • •.p• • � %o' •O• •" • •O • • . O.? W • • •• SUMP L.IOl11D MONITORING SENSOR ON SENSOR HOLDER BELOW APEX OF TANK AT LOWEST POINT) Typical Master /Slave SST Wiring Diagram FOR SINGLE MASTER CONFIGURATION V/R PLLD LINE LEAK DETECTOR PART #848480 -001 SEPARATE MANUAL #576013 -002 SCALE: 3/4" in 1 ' -O" 1 HAZARDOUS AREA I RIGID CONDUIT FROM DISPENSERS SENSOR LOCATED WEATHERPROOF J -BOX IN DISPENSER R SUMP 1 ' l WEATHERPROOF J -BOX WEATHERPROOF J -Box J m L e WEATHE`2P J - BOX WEATHERPROOF J -BOX WEATHERPROOF J -90X SPARE CONDUCTOR WIRING SWILL BE INTRINSCALLY SAFE MMRING BELDEN CABLE 88760 FOR EACH SENSOR /PROBE (TYP) DISPENSER SUMP SENSOR MAC PROBE LOCATED IN FILL SUMP TANK LEVEL - GAUGING SENSOR LOCATED IN ALL SUMP 11 SENSOR LOCATED IN TURBINE SUMP 11 LEAK DETECTION FILL SUMP LEAK DETECTION TURBINE SUMP SINGLE FLOAT SENSOR IN RaleaIRATIC I t LEAK DETECTION HYDROSTATIC RESERVOIR IN TURBINE PRESSURE I LINE LEAK DETECTION -- TURBINE SUMP FOR MASTER /SLAVE CONFIGURATION SLAVE TURBINE USES V/R NON- VENTED CHECK VALVE PART #VR- 330 - 020 -416 PER FE PETRO TECHNICAL SERVICE BULLETIN TB -015 txviioiNir ..nr-7---mt.,--siumemitiret 11, NraW .40 e„ 4' i ■ 1 1 11 = I Min NINO - # Mem ' • ♦ o• TYPICAL AT DISPENSER - TYPICAL AT " POWER CONDUIT NOTE: THE TURBINE SUMP AT THE END OF THE TANK WILL HAVE ONE 1" & ONE 3/4" CONDUIT PENETRATIONS. #1 A 3/4" MHW CONDUIT SHALL BE RUN FROM EACH TURBINE TO THE BUILDING WIRING TROUGH AND IT SHALL CONTAIN THE TURBINE WIRING. 112 A 1" MHW CONDUIT SHALL BE RUN FROM EACH INTERSTITUAL SPACE RISER TO FILL SUMP RISERS AND THEN TO TURBINE SUMPS AND IT SHALL CONTAIN THE WIRING FOR INTERSTITUAL SPACE SENSOR, LEVEL GAUGE AND ALL SIDE SUMP SENSOR. Typical Turbine Sump 'Section D IST-VFC NOTES REQUIREMENTS FOR THIS SYSTEM; 1. TWO OR MORE VFC CONTROL BOXES WITH REVISION 1.5 SOFTWARE (SEE FIGURE 2). PLEASE CONTACT FE PETRO FOR AVAILABILITY. 2. VEEDER -ROOT TLS -350 WITH VERSION 22 TLS SOFTWARE. PLEASE CONTACT VEEDER -ROOT FOR AVAILABILITY. 3. SET THE VFC WITH THE PLLD TRANSDUCER INSTALLED IN ITS PUMP TO BE THE MASTER VFC 4. 18 AWG 3 -WIRE SHIELDED COMMUNICATION CABLE (300 V MINIMUM) CONNECTING VFCS. 5. AN FE PETRO MODEL 65 PSI CHECK VALVE OR A NON- VENTED CHECK VALVE SHALL BE INSTALLED ON THE SLAVE PUMPS. 6. WIRE VFC CONTROLLERS ACCORDING TO FIGURE 3 OF FE PETRO TECHNICAL BULLETIN TB -015, DATED JUNE 12, 2001. 7. INSTALLATION MANUALS FOR BOTH VEEDER -ROOT TLS -350 & FE PETRO VFC WILL BE AVAILABLE DURING INSTALLATION. BASIC OPERATION FOR THIS CONFIGURATION; 1. THE VEEDER -ROOT TLS -350 SYSTEM MONITOR THE TANK PRODUCT LEVELS. 2. WHEN DEMAND FOR PRODUCT IS CALLED FOR, A 120 VAC HOOK SIGNAL FROM DISPENSER IS PRESENT, THE VEEDER -ROOT TLS -350 SYSTEM WILL TURN ON A PUMP ACCORDING TO THE PRODUCT LEVEL IN THE TANKS, DICTATED BY CONSOLE CONFIGURATION. 3. WHEN DEMAND FOR PRODUCT RISES, MORE PEOPLE DISPENSING PRODUCT, WHICHEVER 'VFC IS IN THE LEAD POSITION CAN CALL FOR ADDITIONAL VFC TO TURN ON. 4. WHEN THE DEMAND FOR PRODUCT GOES AWAY, THE VEEDER -ROOT SYSTEM WILL PERFORM A LINE LEAK TEST USING THE VFC DESIGNATED AS THE MASTER ACCORDING TO VEEDER - ROOT'S LINE TEST PROTOCOL. 5. IN THIS CONFIGURATION, IF THERE ARE ANY FAULTS IN THE SYSTEM THE WHOLE SYSTEM WILL BE SHUT DOWN. CIE WIRING DIAGRAM IN FIGURE 1 SHOWS THE CONNECTIONS BETWEEN THE VEEDER-ROOT POWER BAY CONSOLE AND THE MASTER /SLAVE VFCS, 1. FOLLOW ALL SAFETY AND INSTALLATION INSTRUCTIONS IN THE VEEDER -ROOT SITE PREP AND INSTALLATION INSTRUCTIONS FOR THE VEEDER -ROOT TLS -350. 2. FOLLOW ALL SAFETY AND INSTALLATION INSTRUCTIONS IN THE IST -VFC INSTALLATION AND OWNERS MANUAL FOR WIRING NOT SHOWN IN FIGURE 1. 3. SET SW3 SWITCHES ACCORDING TO MASTER -SLAVE CONFIGURATION NOT FOR MASTER -SLAVE ALTERNATING CIRCUIT (M- S /AC). IF VFCS ARE SET IN M -S /AC THE PUMPS WILL NOT TURN ON IN A PREDICTABLE MANNER 4. CALIBRATE CONTROLLERS ACCORDING TO CALIBRATION INSTRUCTIONS IN IST -VFC INSTALLATION AND OWNERS MANUAL. ADDMONAL NOTES; 1. FOR ADDITIONAL INFORMATION, REFERENCE VEEDER -ROOT SITE PREPARATION AND INSTALLATION MANUAL 576013 -902 FOR INSTALLATION INSTRUCTIONS OF PLLD USING A MASTER /SLAVE CONFIGURATION. 2. A NON- VENTED CHECK VALVE, VEEDER -ROOT PART NUMBER VR- 330020 -416, OR FE PETRO MODEL 65 -PSI CHECK VALVE MUST BE INSTALLED ON THE SLAVE TANK TURBINE TO ENSURE PROPER OPERATION OF SYSTEM AND PROVIDE ADEQUATE LINE LEAK PROTECTION. SEE FE PETRO TECHNICAL SERVICE BULLETIN TB -015, DATED JUNE 12, 2001, FOR MORE SPECIFIC DETAILS. 3. THE VEEDER -ROOT TLS -350 SYSTEM MUST BE PROGRAMMED USING THE CORRECT DISPENSER MODE. THE PROGRAMMER MUST SELECT THE MANIFOLDED ALTERNATE MODE IN THE PLLD SET -UP SECTION. SEE VEEDER -ROOT SYSTEM SET-UP MANUAL 576013 -623 FOR SPECIFIC PROGRAMMING INSTRUCTIONS. 4. THE VEEDER -ROOT TLS -350 MUST BE PROGRAMMED USING THE MANIFOLDED TANK SET -UP. THE PROGRAMMER MUST ASSIGN THE MASTER TANK T -1 TO LINE LEAK DETECTOR Q -1. THE SLAVE TANK T -2 TO LINE LEAK DETECTOR Q -2. SPECIFIC PROGRAMMING QUESTIONS SHOULD BE DIRECTED TO VEEDER -ROOT TECHNICAL SUPPORT DEPARTMENT BY CALLING 800-323-1799. 11 SCALE: 3/4" • 1 VEEDER -ROOT TLS -350 NOTES D 1 NI D . I 2 00 1!; GIALLO14 (WARNING: IN INSTALLATION AND USE OF THIS PRODUCT, COMPLY WITH THE NATIONAL ELECTRICAL CODE: FEDERAL, STATE AND LOCAL CODES. IN ADDITION, TURN OFF POWER AND TAKE OTHER NECESSARY PRECAUTIONS DURING INSTALLATION, SERVICE AND REPAIR TO PREVENT PERSONAL INJURY, PROPERTY LOSS AND EQUIPMENT DAMAGE. [WARNING: I DISCONNECT ALL POWER BEFORE MAKING AN CONNECTIONS TO PREVENT DEATH, SERIOUS INJURY, EXPLOSION OR ELECTRICAL SHOCK. MONITOR MUST NEVER BE OPERATED UNLESS THE FRONT COVER IS CLOSED OVER THE BARRIER TERMINALS IN THE INTRINSICALLY SAFE AREA. NOTES: 1. WIRING TO PROBES, SENSORS, & PLLD MUST BE SHIELDED MULTI - STRAND, GAS AND OIL RESISTANT SIZES FROM AWG #18 TO AWG #14. BARRIER GROUND WIRING MUST BE AWG #12 OR LARGER. 2. CONNECT WITH 112 AWG (OR LARGER) CONDUCTOR THE BARRIER GROUND TO THE EARTH GROUND BUS AT THE POWER DISTRIBUTION PANEL. 3. Q DENOTES FIELD WIRING CONNECTION USING WATERPROOF CONNECTORS SUPPLIED WITH THE PROBE(S) AND SENSOR(S). 4. INTRINSICALLY SAFE WIRING SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE 504 -20 OF THE NEC ANS /NFPA 70, 1990. 5. TO MAINTAIN INTRINSIC SAFETY AND PROPER SYSTEM OPERATION, PROBE AND SENSOR WIRING MUST BE INSTALLED WITHIN SEALED CONDUIT. 6. ELECTRICAL RATING POWER INPUT - 120VAC, 50/60 HZ, 600 WATTS MAX. 7. REFER TO "SITE PREPARATION AND INSTALLATION INSTRUCTIONS," MANUAL NO. 576013 -622 FOR ACTUAL LOCATION OF CONDUIT ENTRY INTO TLS -350 MONITOR. . . 8. REFER TO UNE LEAK DETECTOR SITE PREPARATION AND INSTALLATION," MANUAL NO. 576013 -764. 9. RS -232 MODULE IS LOCATED IN THE COMMUNICATIONS COMPARTMENT AND MUST BE ORDERED SEPARATELY. 10. BONDING LOCKNUTS AND OR BONDING BUSHINGS SHALL BE USED AT ALL CONDUIT ENTRANCES TO THE TLS -350R ENCLOSURE AND AT ANY JUNCTION BOX /WIRING TROUGHS IN THE NON - HAZARDOUS AREA TO ENSURE POSITIVE CONDUIT GROUNDING. 11. SOFTWARE ENHANCEMENT MODULE REQUIRED ( #330160 -012) AND MUST BE ORDERED SEPARATELY. 12. FOR 2 PUMPS IN SINGLE TANK OPERATION, PUMP SENSE MODULE REQUIRED ( #847490 -204) AND MUST BE ORDERED SEPARATELY. IF USING PLLD, PUMP SENSE MODULE IS NOT REQUIRED (ELECTRONIC LINE LEAK DETECTOR IS DOING THE PUMP SENSE). 13. NO SPLICING OF PROBE /SENSOR WIRE EXCEPT AT THE DEVICE ITSELF. 14. CONTRACTOR MUST COMPLY WITH ALL THE TRAINING REQUIREMENTS OF VEEDER- ROOT. 1 1)04-w130(0 R EV QED EO CODE COMPLIANCE APR 2 5 2005 r A ITr) .' Master/Slave Turbine Sump Section TO BUILDING (3) 3/4" & (3) 1" CONDUITS 3/4" RIGID CONDUIT HOME RUN PER TANK FOR SUBMERSIBLE PUMP 1" RIGID CONDUIT HOME RUN FOR TANK GAUGE, SUMP SENSORS, INTERSTITUAL SENSOR & PLLD RECEIVED CITY OF TUKWILA MAR 10 cuu5 PERMIT CENTER NOTE: TANK BUNG CONFIGURATION SHOWN IS TYPICAL. ACTUAL FIELD CONFIGURATION MAY VARY. CIJENT: Bovis Land Lame GlobaiAlliance NATIONAL SITE ADAPT CONSULTANT: 4 O � °V G ENO' * LAND PLANNNG AND DESIGN SPECwJSTS" 18215 72ND AVENUE SOUTH KENT WASHINGTON 98032 (425) 251 -6222 ALL,ANCE MANAGER, AGD4T FOR SIP: EXPIRES 01 -07 -0P I THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY OP, AND ALSO, THAT THE MATERIALS CONTAIN PQM-EDGED AND CONFIDENTIAL BUSINESS INFORMATION OF OP ACCORDINGLY. THE RECIPIENT AGREES TO RETA"I THESE MATERIALS IN STRICT CCPE OENCE AND AGREES NOT TO DISCLOSE TNESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPES OF THE MATERIALS. THE REmPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR IMIICH OP HAS MADE THE MATERIALS AVMLABLE. AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REOUEST OF BP. WHICNE■ER COMES FAST. DEVELOPMENT NFORMAUON: UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 V4 2004 SERIES AMERICAN STANDARDS SITE ADDRESS: ARCO PP WEST COAST PRODUCTS, 11C CENTEIPOINIE OMIIE 1A PALM. CA fly! DATE PENSION DESCRIPTION 3/4/06 OEOGN RENEW 15252 Pacific Hwy. So. @ 154th St. Tukwila, Washington 98188 ma mit ORS 1°g0t V6.O 3/1 /04 CRAVING 11T1F: SHEET NO: FAC #5515 DOMED Pt p( PUMICE MOM De M ED D IM s •P REP* OS PLUME PM De PUOLCT NIQ BCE #2369 VEEDER ROOT AND FE PETRO INTERFACE FIELD WIRING AND DETAILS M.5.9.30 v 0 N z 1- w O 0 m Sri w c .Y it 6 U N cV 0 0 CNI 0 0 0 0 LL .. ..,.r • .n-r �.- mow.•.♦. . . .. CLIENT: AIL 1 IF A ! MST COAST MOOUCR, LLC ALLIANCE MANAGER. AGENT FOR OP: • B ovis Land Luse GlobalAlliance 4 CIE M9 owe LAPMRACA NATIONAL SITE ADAPT CONSULTANT q PHA& s a O� ,Z Z � , . G( d' 1 VG ENG 'L*D MANNING AND DESIGN SPECIALISTS" 18215 72ND AVENUE SOUTH KENT WASHINGTON 98032 (425) 251 -6222 NO. DATE REMSION DESCRIPTION 1L 3/4/1Z DESIGN REVIEW AA Z A . e • A S, A 1 , SEAL: 34 P� S GRU 1 g 28527 p �� f f 0 I S T L %�' Oj4 EN r EXPIRES 01 -07 -00.1 THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OMNED BY LRP. AND ALSO. THAT THE MATERIALS CONTAIN PRWN.EDGED AND CONFIDENTIAL BUSRNESS INFORMATION OF P. ACCOR? NQY. THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN sTRIC T CONFEENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPES OF THE MATERIALS THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR IM•RCN DP HAS MADE THE MATERIALS AvMLABLE, AND RECIPIENT AGREES TO RETLR7N ALL MATERIALS TO AP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP. u►MCHE■ER COMES FIRST. DEVELOPMENT INFORMATION: UNDERGROUND STORAGE TANK STANDARDS ELEMENT TPO1 V4 2004 SERIES AMERICAN STANDARDS SITE ADORES$ 15252 Pacific Hwy. So. @ 154th St. Tukwila, Washington 98188 FAC #5515 DESIRED B AUJN Mt Di ei. _ W KM ono er. ani AWN= Pk 11ER C t V6.o PROJECT MO: 3/1 /04 BCE #2369 CRANING TITHE: DISPENSER DETAILS: WAYNE OVATION 3 +0 SLENDER (SINGLE WALL VAPOR WI cowitt ) MEET NO: .5.9.36 PEA GRAVEL 1 -1/2"N .P.T. INLET (3) - 7i f 1" MONITORING CONDUIT B 1 PRODUCT #1 (REGULAR) JUNCTION BOX PRODUCT #2 (PREMIUM) SIDE "A" A —A DISPENSER MOUNTING DIAGRAM SCALE: NTS SUMP SENSOR J -BOX DISPENSER SKIN DISPENSER ISLAND PIPING UNIONS BY WAYNE 1" INTERCOM CONDUIT 1-1/2" GALV. RISER UNDER DISP. CONTAINMENT SUMP 1-1/2" OR 2" DOUBLE ENTRY BOOT W/ REDUCER DONU 1-1/2" OR 2" ENVIRON DW FLEX PIPING SUMP SENSOR IN HOLDER SECTION B —B: ELEVATION DETAIL 0 SUMP BOX SCALE: NTS WAYNE OVATION DISPENSER 1" RAIN LIP DISPENSER SUMP FRAME ANCHOR BOLT MOUNTING FLANGES 1 -1/2"x18" FLEX CONNECTOR DISPENSER ISLAND 2 "x1 -1/2" BELLXMALE REDUCER CONCRETE SLAB- CONCRETE SLAB c-s; 1 stk I . 2" DOUBLE ENTRY BOOT (STD. 2" SINGLE WALL FRP RECOVERY UNE ENVIRON 1-1/2" OR 2" FLEXIBLE PRODUCT PIPING 1-1/2" OR 2" DOUBLE ENTRY OT W REDUCER DONUT -1/2" OR 2" ENVIRON 105 COAXIAL COUPLING 1 -1/2" OR 2 ENVIRON COAXIAL TEE , SECTION C —C — PRODUCT PIPING AT PASS —THRU DISPENSER ISLAND SCALE: NTS WAYNE OVATION DISPENSER 1 " RAIN LP DISPENSER SUMP FRAME ANCHOR BOLT MOUNTING FLANGES DISPENSER ISLAND 1 - /2 x 18" FLEX CONNECTOR 2 "x1 - 1/2" BELLXMALE REDUCER 2" DOUBLE ENTRY BOOT 2" SINGLE WALL FRP RECOVERY UNE ENVIRON 2 FLEXIBLE PRODUCT PIPING 2" DOUBLE ENTRY BOOT w/ PEA GRAVEL REDUCER DONUT •� ; 1 OR 2" ENVIRON AMOK COAXIAL COUPUNG SCALE: NTS 1-1/2" OR 2" ENVIRON COAXIAL 90' 3' - 774j 6n 3' -7 Ya" INSIDE tmimm/lirEmomm: 1' -5" . 1' -5" 0. 1' -1» DISPENSER J -BOX PIPING UNIONS BY WAYNE PRODUCT SHEAR VALVE 4000 PSI FIBERMESH ANCHOR BOLTS CONCRETE ASPHALTIC v EXPANSION JOINT 'k %" x 2" SLOTS FOR ANCHOR BOLTS, 6 SPACES COAXIAL RISER PIPE ADAPTER SIDE OF DISPENSER VAPOR SHEAR VALVE "A" SIDE OF DISPENSER VAPOR SHEAR VALVE PIPING UNIONS BY WAYNE PRODUCT SHEAR VALVE ANCHOR BOLTS 1-1/2" ENVIRON COAXIAL RISER ADAPTER • I. • • k • 1" N.P.T. VAPOR RECOVERY OUTLET, (OPTIONAL) PRODUCT SHEAR VALVE (TYP.) ELBY CAPPED ELBOW (TYP.) VAPOR SHEAR VALVE 1" DISPENSER POWER /DATA CONDUIT 1 -1 /2 "x 18" FLEX CONNECTOR 2" SW FRP VAPOR RECOVERY LINE 2" DOUBLE ENTRY BOOT (STD.) 1-1/2" GALV. RISER SUMP SENSOR IN HOLDER 1-1/2" OR 2" DOUBLE ENTRY BOOT W/ REDUCER DONUT UNDER DISPENSER CONTAINMENT SUMP 1 I I COMPACTED OR 1-1/2" ENVIRON UNDISTURBED SOIL COAXIAL RISER ADAPTER (TYPICAL) 4000 PSI FIBERMESH CONCRETE ASPHALTIC EXPANSION JOINT -1 /2" GALV. RISER SUMP SENSOR IN HOLDER COMPACTED OR UNDISTURBED SOIL (TYP) MCI SU ADA REQUIRES 48 "x30" MIN. PLATFORM AT ISLAND FORM CUT OUT, SLOPE NOT TO EXCEED 2% IN ANY DIRECTION, ISLAND HEIGHT NOT TO EXCEED 6" NOTE: ' WAYNE VISTA" STYLE H -FRAME DISPENSERS MOUNTED ON ISLANDS ARE NOT ADA COMPLIANT WITHOUT THE USE OF AN ADDITIONAL ADA CARD READER. "WA`'NE VISTA" H -FRAME DISPENSERS NOT TO 9E USED FOR NEW BUILD PROJECTS. USE "WAYNE OVATION" STYLE DISPENSERS. 1" MONITORING CONDUIT SUMP SENSOR J -BOX DISPENSER SUMP FRAME SENSOR MOUNTING HANGER KIT (TYP.) 1" DISPENSER INTERCOM CONDUIT SUMP MONITOR UQUID SENSOR DISPENSER CONTAINMENT SUMP CONDUIT ROUTING DETAIL SCALE: NONE v DISPENSER DISPENSER JUNCTION BOX (TYP.) ELBY CAPPED ELBOW (TYP.) SEAL -OFF (TYP.) 7 —DISPENSER ISLAND (TYP.) '1 I RUN CONDUITS THROUGH SLOT IN DISPENSER SUMP FRAME (IF REQUIRED) 1 " DISPENSER POWER & DATA CONDUIT SAFETY NOTE; WHEN DISPENSERS ARE INSTALLED AS SHOWN ON THIS DRAWING, THE REQUIREMENTS OF NFPA 30A 6.3.9 AND 6.3.9.1 REGARDING SHEAR SECTIONS ARE FULLY MET. CLEAN OUT WITH BRASS CAP • • • OPTIONAL STORM DRAIN ROUTING, SEE SITE PLAN FOR ACTUAL ROUTE *MINIMUM REQUIRED DIMENSIONS CLEAN OUT WITH BRASS CAP UNE OF CANOPY COLUMN OPTIONAL STORM DRAIN ROUTING, SEE SITE PLAN FOR ACTUAL ROUTE LAVE Or FOUNDATION BELOW 2i DISPENSER ISLAND (TYP.) 12" X 12" STEEL CANOPY COLUMN 4" PVC CANOPY DRAIN EACH COLUMN (1) 1" CONDUIT TO EACH COLUMN *MINIMUM REQUIRED DIMENSION 4000 PSI FIBERMESH CONCRETE DISPENSER ISLAND (TYP.) DISPENSER PLAN VIEW SCALE: NTS • • • • • • • • • • I. •. • . . •,� 4' -6" ROUND 5 11 4 u z IO 1 3 SIDE "B" 1 i I SIDE "A" 2 ' -O " 8 `/,/:\ /,//\ 4 . —O w *MINIMUM REQUIRED DIMENSION FUEL WHIP HOSE & BREAK AWAY FOR DISPENSER SIDE "B" COMPACTED OR UNDISTURBED SOIL (TYPICAL) W a 0 N 4 40K DISPENSER ELEVATIQN SCALE: NTS \ C •1"1 3' -9 W 0 J -- 1 A 1 ,i• v r - ADA REQUIRES 48 "x30" MIN. PLATFORM AT ISLAND ORM CUT OUT, SLOPE NOT TO EXCEED 2%, ISLAND Kit NOT TO EXCEED 6" r •••_ • .•. •• •..n•• • . • -• .. r. JFUEL HOSE 2" SINGLE WALL FRP RECOVERY UNE 2" DOUBLE ENTRY BOOT (STD.) DISPENSER SUMP WA 1 . -9 " l -9' FUEL WHIP HOSE UEL HOSE DPFAKAWAY BQ CAT 5 CABLE SHALL BE INSTALLED FOR BOTH ENHANCED OR STANDARD ELECTRONICS WAYNE "OVATION" BLENDER 61 NOZZLE (TYP.) NOZZLE SWIVEL (TYP.) 1 -1/2 "x18" FLEX CONNECTOR BOLLARD DETAIL, SEE ALTERNATE—\ SHEET G.0.5 1 1/2" IMPACT VALVE STAGE 0 IMPACT VALVE 7 - PROJECTION OF ADA REQUIRED 48" CUT OUT ON ISLAND FORM (-■ • 3 IF R EQUIRED BY LOCAL CODES, EXTEND CONCRETE UNDER BOLLARD BELOW THE FROST UNE. CITY OF TUKWIL A MAR 10 [UU5 PERMIT CENTER 1 - 0 " ,mac INDICATES ITEMS FOUND ON \V MATERIALS UST SHEET M.5.9.1 & M.5.9.2 v tr M n PEA GRAVEL 1 -1/2"N .P.T. INLET (3) - 7i f 1" MONITORING CONDUIT B 1 PRODUCT #1 (REGULAR) JUNCTION BOX PRODUCT #2 (PREMIUM) SIDE "A" A —A DISPENSER MOUNTING DIAGRAM SCALE: NTS SUMP SENSOR J -BOX DISPENSER SKIN DISPENSER ISLAND PIPING UNIONS BY WAYNE 1" INTERCOM CONDUIT 1-1/2" GALV. RISER UNDER DISP. CONTAINMENT SUMP 1-1/2" OR 2" DOUBLE ENTRY BOOT W/ REDUCER DONU 1-1/2" OR 2" ENVIRON DW FLEX PIPING SUMP SENSOR IN HOLDER SECTION B —B: ELEVATION DETAIL 0 SUMP BOX SCALE: NTS WAYNE OVATION DISPENSER 1" RAIN LIP DISPENSER SUMP FRAME ANCHOR BOLT MOUNTING FLANGES 1 -1/2"x18" FLEX CONNECTOR DISPENSER ISLAND 2 "x1 -1/2" BELLXMALE REDUCER CONCRETE SLAB- CONCRETE SLAB c-s; 1 stk I . 2" DOUBLE ENTRY BOOT (STD. 2" SINGLE WALL FRP RECOVERY UNE ENVIRON 1-1/2" OR 2" FLEXIBLE PRODUCT PIPING 1-1/2" OR 2" DOUBLE ENTRY OT W REDUCER DONUT -1/2" OR 2" ENVIRON 105 COAXIAL COUPLING 1 -1/2" OR 2 ENVIRON COAXIAL TEE , SECTION C —C — PRODUCT PIPING AT PASS —THRU DISPENSER ISLAND SCALE: NTS WAYNE OVATION DISPENSER 1 " RAIN LP DISPENSER SUMP FRAME ANCHOR BOLT MOUNTING FLANGES DISPENSER ISLAND 1 - /2 x 18" FLEX CONNECTOR 2 "x1 - 1/2" BELLXMALE REDUCER 2" DOUBLE ENTRY BOOT 2" SINGLE WALL FRP RECOVERY UNE ENVIRON 2 FLEXIBLE PRODUCT PIPING 2" DOUBLE ENTRY BOOT w/ PEA GRAVEL REDUCER DONUT •� ; 1 OR 2" ENVIRON AMOK COAXIAL COUPUNG SCALE: NTS 1-1/2" OR 2" ENVIRON COAXIAL 90' 3' - 774j 6n 3' -7 Ya" INSIDE tmimm/lirEmomm: 1' -5" . 1' -5" 0. 1' -1» DISPENSER J -BOX PIPING UNIONS BY WAYNE PRODUCT SHEAR VALVE 4000 PSI FIBERMESH ANCHOR BOLTS CONCRETE ASPHALTIC v EXPANSION JOINT 'k %" x 2" SLOTS FOR ANCHOR BOLTS, 6 SPACES COAXIAL RISER PIPE ADAPTER SIDE OF DISPENSER VAPOR SHEAR VALVE "A" SIDE OF DISPENSER VAPOR SHEAR VALVE PIPING UNIONS BY WAYNE PRODUCT SHEAR VALVE ANCHOR BOLTS 1-1/2" ENVIRON COAXIAL RISER ADAPTER • I. • • k • 1" N.P.T. VAPOR RECOVERY OUTLET, (OPTIONAL) PRODUCT SHEAR VALVE (TYP.) ELBY CAPPED ELBOW (TYP.) VAPOR SHEAR VALVE 1" DISPENSER POWER /DATA CONDUIT 1 -1 /2 "x 18" FLEX CONNECTOR 2" SW FRP VAPOR RECOVERY LINE 2" DOUBLE ENTRY BOOT (STD.) 1-1/2" GALV. RISER SUMP SENSOR IN HOLDER 1-1/2" OR 2" DOUBLE ENTRY BOOT W/ REDUCER DONUT UNDER DISPENSER CONTAINMENT SUMP 1 I I COMPACTED OR 1-1/2" ENVIRON UNDISTURBED SOIL COAXIAL RISER ADAPTER (TYPICAL) 4000 PSI FIBERMESH CONCRETE ASPHALTIC EXPANSION JOINT -1 /2" GALV. RISER SUMP SENSOR IN HOLDER COMPACTED OR UNDISTURBED SOIL (TYP) MCI SU ADA REQUIRES 48 "x30" MIN. PLATFORM AT ISLAND FORM CUT OUT, SLOPE NOT TO EXCEED 2% IN ANY DIRECTION, ISLAND HEIGHT NOT TO EXCEED 6" NOTE: ' WAYNE VISTA" STYLE H -FRAME DISPENSERS MOUNTED ON ISLANDS ARE NOT ADA COMPLIANT WITHOUT THE USE OF AN ADDITIONAL ADA CARD READER. "WA`'NE VISTA" H -FRAME DISPENSERS NOT TO 9E USED FOR NEW BUILD PROJECTS. USE "WAYNE OVATION" STYLE DISPENSERS. 1" MONITORING CONDUIT SUMP SENSOR J -BOX DISPENSER SUMP FRAME SENSOR MOUNTING HANGER KIT (TYP.) 1" DISPENSER INTERCOM CONDUIT SUMP MONITOR UQUID SENSOR DISPENSER CONTAINMENT SUMP CONDUIT ROUTING DETAIL SCALE: NONE v DISPENSER DISPENSER JUNCTION BOX (TYP.) ELBY CAPPED ELBOW (TYP.) SEAL -OFF (TYP.) 7 —DISPENSER ISLAND (TYP.) '1 I RUN CONDUITS THROUGH SLOT IN DISPENSER SUMP FRAME (IF REQUIRED) 1 " DISPENSER POWER & DATA CONDUIT SAFETY NOTE; WHEN DISPENSERS ARE INSTALLED AS SHOWN ON THIS DRAWING, THE REQUIREMENTS OF NFPA 30A 6.3.9 AND 6.3.9.1 REGARDING SHEAR SECTIONS ARE FULLY MET. CLEAN OUT WITH BRASS CAP • • • OPTIONAL STORM DRAIN ROUTING, SEE SITE PLAN FOR ACTUAL ROUTE *MINIMUM REQUIRED DIMENSIONS CLEAN OUT WITH BRASS CAP UNE OF CANOPY COLUMN OPTIONAL STORM DRAIN ROUTING, SEE SITE PLAN FOR ACTUAL ROUTE LAVE Or FOUNDATION BELOW 2i DISPENSER ISLAND (TYP.) 12" X 12" STEEL CANOPY COLUMN 4" PVC CANOPY DRAIN EACH COLUMN (1) 1" CONDUIT TO EACH COLUMN *MINIMUM REQUIRED DIMENSION 4000 PSI FIBERMESH CONCRETE DISPENSER ISLAND (TYP.) DISPENSER PLAN VIEW SCALE: NTS • • • • • • • • • • I. •. • . . •,� 4' -6" ROUND 5 11 4 u z IO 1 3 SIDE "B" 1 i I SIDE "A" 2 ' -O " 8 `/,/:\ /,//\ 4 . —O w *MINIMUM REQUIRED DIMENSION FUEL WHIP HOSE & BREAK AWAY FOR DISPENSER SIDE "B" COMPACTED OR UNDISTURBED SOIL (TYPICAL) W a 0 N 4 40K DISPENSER ELEVATIQN SCALE: NTS \ C •1"1 3' -9 W 0 J -- 1 A 1 ,i• v r - ADA REQUIRES 48 "x30" MIN. PLATFORM AT ISLAND ORM CUT OUT, SLOPE NOT TO EXCEED 2%, ISLAND Kit NOT TO EXCEED 6" r •••_ • .•. •• •..n•• • . • -• .. r. JFUEL HOSE 2" SINGLE WALL FRP RECOVERY UNE 2" DOUBLE ENTRY BOOT (STD.) DISPENSER SUMP WA 1 . -9 " l -9' FUEL WHIP HOSE UEL HOSE DPFAKAWAY BQ CAT 5 CABLE SHALL BE INSTALLED FOR BOTH ENHANCED OR STANDARD ELECTRONICS WAYNE "OVATION" BLENDER 61 NOZZLE (TYP.) NOZZLE SWIVEL (TYP.) 1 -1/2 "x18" FLEX CONNECTOR BOLLARD DETAIL, SEE ALTERNATE—\ SHEET G.0.5 1 1/2" IMPACT VALVE STAGE 0 IMPACT VALVE 7 - PROJECTION OF ADA REQUIRED 48" CUT OUT ON ISLAND FORM (-■ • 3 IF R EQUIRED BY LOCAL CODES, EXTEND CONCRETE UNDER BOLLARD BELOW THE FROST UNE. CITY OF TUKWIL A MAR 10 [UU5 PERMIT CENTER 1 - 0 " ,mac INDICATES ITEMS FOUND ON \V MATERIALS UST SHEET M.5.9.1 & M.5.9.2 v tr M n CLIENT: A11. IF ARCO IP NEST COAST PROOUC II, LLC ALLIANCE MANAGER, AGENT FOR SP: ■ ov�s Land Lase GlobalAiliance 4 CENTI MPOINIE OIMIIE 1.l1 PAM CAN NATIONAL SITE ADAPT CONSULTANT: pHA& . i 1 / 4 , s QI m . . 4 a- _.:...4L 0 ' P., Gi 1- ' �` tt f ��g N� /kQ E N G *LAND PI.N4 NG AND DESIGN SPEcWiST'S" ,18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 s (425) 251 -6222 NO. DATE RENSION 0ES'1ION 0 3/4/06 DESIGN AP EN 4 A 11. ■A 0 AL • A, . SEAL: 1 .. S . G ,P o , 1As 1 , c o o 'Pe 28527 � � � 3 , I s T Et M AL E EXPIRES 01 -07 -QP THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPTRICMT IN THE MATERIALS IS OWNED BY BP. ANO ALSO. 'HAT THE MATERIALS CONTNN PRfVKFDGED AND CONFIDENTIAL BUSINESS MNFORMAUON OF BP. ACCOROnNCIY. THE RECIPIENT AGREES TO RETAN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISEASE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE YATf7MALS. INC MOMENT AGREES TO USE THE MATERIALS ONLY FOR THE LASTED PURPOSE FOR ,MATCH BP HAS MAO( THE MAMMALS AVAILABLE. AND RECIPIENT AGREES TO RETURN All MATERALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP. MfAQ1EVER COMES FIRST DEVELOPMENT MFORMATION: UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 V-6 2004 SERIES AMERICAN STANDARDS SITE ADORES& 15252 Pacific Hwy. So. @ 154thSt. Tukwila, Washington 98188 FAC #5515 oESIONED SY: ow AWAKE Mkt OEM tr. OeG So AM MAW St JIM ' ALLIANCE Pit VERSO* V6.O 3/1 /04 PIDCECI NM BCE #2369 DRAWING TITLE FUELING SYSTEM ELECTRICAL SITE PLAN WET ND Esi.i F VENT STACK ••• .•••••• 1 i ■ ll _ .` I1 II 1 1 11 . i 1I 1 11 ( 1 11 1 r 1 1 - r 1 _ PROPOSED CONDUIT t STUB Up SCALE: 1 " = 10' -0" 1 ESO 1 I 1 '1r 1 \ NEW PLANTER REMOVE EX. LOW LEVEL LIGHT& POLE EX. ARCO SIGN D 11 1 EXIST UGHT EX. TELEPHONES 1 • (::11 , IH FP ' w EX. AIR /WATER - ' -- O VERFILL ALARM DISPENSER �,* • . 'r 71; - -- EX . TRAFFIC � SIGNAL - -• - EX. STREET LIGHT ELECTRICAL SITE PLAN EXISTING DISPENSERS TO BE REMOVED. Dispenser Electrical NEW WAYNE MULTI— PRODUCT DISPENSERS TO BE INSTALLED. SEE TANK DRAWINGS. REMOVE EXISTING 3/4" CONDUIT TO EXISTING "MPD" AND INSTALL NEW 1" PVC COATED RIGID CONDUITS TO NEW "MPD" LOCATION. REMOVE ALL EXISTING CONDUCTORS. INSTALL (1) BELDON CABLE #8720. THIS CONDUIT TO BE USED FOR LEAK DETECTION SYSTEM ONLY. REMOVE EXISTING 3/4" CONDUIT AND INSTALL NEW 1" PVC COATED RIGID CONDUITS TO NEW "MPD" LOCATION. REMOVE ALL EXISTING CONDUCTORS. INSTALL (5) #12 THWN AND (1) #12 GND. WIRE FOR POWER AND (1) BELDEN #8720 FOR DATA. THIS CONDUIT TO BE USED FOR POWER AND DATA ONLY. INSTALL PER MANUFACTURER REQUIREMENTS. U INSTALL NEW 1 "C W/ (8) #18 TW TWISTED PAIR SHIELDED INDIVIDUALLY FOR EACH DISPENSER TO SALES COUNTER FOR INTERCOM. LOOP 1 "C TO REMAINING DISPENSERS WITH (2) #18 TW TWISTED PAIR FOR EACH DISPENSER. INSTALL NEW WAYNE CONTROL PANEL. INSTALL NEW SWITCHED NEUTRAL BREAKERS FOR DISPENSER POWER AT NEW GAS PANEL "D" Turbine Electrical STORAGE TANKS TO REMAIN. PROVIDE CIRCUITING AS SHOWN TO NEW TURBINES. INSTALL NEW HOMERUNS FOR POWER AND MONITORING SYSTEMS. REMOVE ALL EXISTING CONDUCTORS AND INSTALL NEW AS SHOWN ON WIRING DIAGRAMS SHEET E2 -3 AND E2 -4. REMOVE EXISTING 3/4 "C TO PANEL "A ". REMOVE EXISTING CONDUCTORS AND INSTALL (3) NEW 1"C WITH #10 CONDUCTORS. REMOVE EXISTING TURBINE RELAY BOXES. REWIRE DISPENSERS TO NEW DISPENSER MANAGER PER SHEET E2 -2 AND PER WAYNE WIRING REQUIREMENTS . Monitoring System Electrical NEW 1" C FOR LEAK DETECTION. REMOVE EXISTING CONDUCTORS AND INSTALL (5) BELDON #1032A MONITORING CABLING. REFER TO WIRING DIAGRAM SHEET E2 -4 NOT USED. INSTALL NEW 1" C. INSTALL (1) BELDON #1032A MONITORING CABLING FOR INTERSTITIAL SENSORS. 14 OVERFILL AND ACKNOWLEDGMENT SWITCH. INSTALL PER DETAILS SHEET E2 -3. MOUNTING HEIGHT SAME IF MOUNTED ON BUILDING. SEE SHEET E2 -2 FOR WIRING SCHEMATIC. INSTALL NEW TLS -350 TANK MONITORING SYSTEM. SEE WIRING DIAGRAM SHEET E2 -2. INSTALL NEW CIRCUIT IN NEW GAS PANEL "D." INSTALL (2) NEW 1 "C.O. FROM VENT RISERS TO TLS -350 AND POWER SOURCE FOR FUTURE TANK SYSTEM DIAGNOSTICS. CONDUIT TO TURBINE SUMP NO LONGER REQUIRED. 1"C, (4) #12 TO TLS -350 VIA DISPENSER MANAGER. SEE WIRING DIAGRAM SHEET E2 -2. Miscellaneous Electrical EXISTING PIC'S TO REMAIN. POWER AND DATA REQUIREMENTS REMAIN AS IS. EXISTING "ALLIED BOX" S.A.M. AND PIC INTERFACE BOX TO REMAIN. INSTALL NEW POWERBOX SOLUTIONS DISPENSER MANAGER VERIFY LOCATION WITH FIELD ENGINEER. REPLACE EXISTING EMERGENCY SHUT —OFF SWITCHES. INSTALL NEW SWITCH AND REWIRE TO DISPENSER MANAGER PER DIAGRAM ON SHEET E2 -2. INSTALL NEW COUNTER MOUNT SHUT —OFF AND RESET SWITCHES. WIRE TO DISPENSER MANAGER PER DIAGRAM ON SHEET E2 -2. INSTALL NEW EMERGENCY STOP SHUNT TRIP BREAKER IN PANELBOARD "D" REWIRE EMGERGENCY SHUTDOWN PER SHEET E2-2. PROVIDE STATIC GROUND PER DWG G.0.7. 25 (1) 1"C 0 FROM CANOPY TO MANAGERS OFFICE FOR CCTV SECURITY CAMERAS INSTALL NEW GAS PANEL "D ". INSTALL (2) NEW 1" CONDUITS TO CANOPY FOR CANOPY LIGHTING AND SIGNS. INSTALL (2) 1" CONDUITS TO CANOPY FOR SPARE ELECTRICAL. INSTALL (2) i" CONDUITS TO EACH PIC UNIT FOR POWER AND DATA CABLING. LOOP CONDUITS TO OPPOSITE ISLAND FOR CAP AND TERMINATE WITH J -BOX FOR FUTURE PIC MACHINE. General Electrical Notes 0 ALL NEW CONDUITS FROM PANELS & PUMP CONTROLS TO FUEL ISLANDS AND FUEL TANKS SHALL BE RIGID GALVANIZED STEEL, PVC COATED THROUGHOUT. ALL CONDUITS FROM FUEL ISLANDS AND FUEL TANKS SHALL BE SEALED WITH CROUSE HINDS TYPE "EYS" FITTINGS. THEY SHALL ALSO BE SEALED AT THE POINT WHERE THEY ARE STUBBED —UP THROUGH BUILDING FLOOR (SEE DETAIL A SHT. ES1 -2). ALL ELECTRICAL WORK WITHIN DISPENSERS AND FUEL PUMPS, WITHIN THE GROUND BELOW CLASS 1, DIVISION 2 LOCATIONS, SHALL CONFORM TO CLASS 1, DIVISION 1 HAZARDOUS LOCATION REQUIREMENTS. CONTRACTOR TO VERIFY THAT ALL EXISTING WIRING IN HAZARDOUS AREAS MEET HAZARDOUS AREA REQUIREMENTS. UPGRADE IF REQUIRED. CONTRACTOR TO REPAIR DAMAGED CIRCUITS IF REQUIRED. BID PRICING TO INCLUDE REPLACING ALL UNDERGROUND CONDUIT FROM BLDG. TO TANK & DISPENSER LOCATIONS W/ PVC COATED RIGID CONDUIT. ALL CONDUITS TO NON —FUEL EQUIPMENT SHALL BE PROTECTED AND REMIAN AS IS. CONTRACTOR TO PROVIDE TYPEWRITTEN LABELS FOR ALL PANELS FOLLOWING PROJECT CHANGES. . v�r :.t.r\ +v N.E.C. HAZARDOUS AREA NOTES ® TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK - FILL OPENING) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX. OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN THE DIVISION 1 OR 2 CLASSIFIED LOCATION. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS OF 10 FEET FROM A LOOSE FILL CONNECTION AND WITHIN A HORIZONTAL RADIUS OF 5 FEET FROM A TIGHT FILL CONNECTION. • TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK - VENT- DISCHARGING UPWARD) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: WITHIN 3 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: SPACE BETWEEN 3 FEET AND 5 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. © TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (REMOTE PUMP - OUTDOOR) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL IF ANY PART IS WITHIN A HORIZONTAL DISTANCE OF 10 FT. FROM ANY EDGE OF PUMP. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: WITHIN 3 FEET OF ANY EDGE OF PUMP, EXTENDING IN ALL DIRECTIONS. ALSO UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 10 FEET HORIZONTALLY FROM ANY EDGE OF PUMP. • TYPICAL N.E.G. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE i PITS) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN THE DIVISION 1 OR 2 CLASSIFIED LOCATION. ® TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - DISPENSER) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED IN ANSI /UL 87, "POWER OPERATED DISPENSING DEVICES FOR PETROLEUM PRODUCTS." • TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE DISPENSER) 'EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: WITHIN 18 INCHES HORIZONTALLY IN ALL DIRECTIONS EXTENDING TO GRADE FROM (1) THE DISPENSER ENCLOSURE OR (2) THAT PORTION OF THE DISPENSER ENCLOSURE CONTAINING LIQUID HANDUNG COMPONENTS. • TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - OUTDOOR) EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 20 FEET HORIZONTALLY OF ANY EDGE OF ENCLOSURE 2 5 2445 '1. RECEIVED CITY OF TUKWILA MAR 10 'ua5 PERMIT CENTER • V X 0 C I— II 5 U oo E_ - 0 0 " » 120/208 VOLT, 3 PHASE, 4 WIRE 225A MAIN LUGS . PANEL LOCATION STORAGE ROOM MOUNTING SURFACE BUS RATING 100 A No. VA LOAD LOAD DESCRIPTION miniTS "' 6 ;,:::: eRK' BU S C BRK- OUTLETS LOAD DESCRIPTION VA L O AD CCT N o. UNE A UNE B LINE A REC L'S POL • • A B ••R P C, L'S REC LTS LINE A LINE 8 l i _ 0-- I 2 30 I. U = ■ 1 � 2 � / 0 1 2 A - _ 1 I pri _ A DISPENSER CONTROL PANE �� I : ! P I II : I tui■f .. -- - -- 0 ■■ n � ni iii Si =i ■.■ ii ��■ = 1911 ,� u .... DISPENSER j2 N • Y J 18 w 00 O I N i . 1 130 ..___. -- 6 7 IP III I11 ■w= DISPENSER MANAGER GER DISPENSER # ._ _ 11 13 15 - II - _ E -STOP 8 11 _ - 11 _ - � 1 _ . O l • = --- - 17 10 12 14 1 19 21 13_ 15 20 22 12 2, ECM 23 _ — 12 14 3s■ hi ■■■ _I 26 28 27 .�. 2 HP FU EL PUMP 3 _V�. 16 17 15 - 30 32 , I oT o oT�l N N N (V' N m e • 18 18 - 16 18 20 17 34 _ - -- _ Ill mo S.. iii III ■ I _: HP ii �_ ■■ 1 u � II 1 19 __- _2, 23 FUELPU MP QV _ 39 20 21 r' . _, EliM I E. 2 3 .. 42 _ 1400 22 - 24 23 _ _ 1 A I _ 25 22 24 25 _ ..� _ -.� © ! 2 5 ---- 27 _ _ 26 27 _ I - -- .- I --, - 26 27 28 29 _ - -- I ��tir ---- -_ Pi I ■ __ _ __ _ 28 29 30 31 32 34 Iii . 30 _31 CO 35 32 � ■. s II 1 II - _ 32 34 36 33 - 3'7 ! It 1 • _ _, 39 35 • • 37 _ 37 ____ 39 1 i ` . 38 39 V - • LINE TOTALS LCL ADDER TOTAL VA /0 LINE AMPS 40 1 - 40 � - , 42 1 SUB TOTALS _.__ 42 LINE TOTALS LCL ADDER TOTAL VA /0 LINE AMPS I_ SUB TOTALS NOTES: LINE TOTALS LCL ADDER TOTAL VA /0 LINE AMPS � PANES ” > ; 1 20/20 8 VOLT 3 PHASE, 4 WIRE 225A MAIN LUGS PANE LOCATION STORAGE_ ROOM MOUNTING SURFACE BUS RATING 100 A CCT No. VA LOAD LOAD DESCRIPTION OU TLETS ORCL'T F3RKR BUS CIRCUIT eRK4 OUT LOAD DESCRIPTION - VA LOAD CCT NO. LINE A LINE B LINE A LINE B LINE B REC its POL TRP A B TIN- 7` LTS REC R EC 1 i _ Q.) 1 2� ■ 2 � / 1 ' , 2 - _ I pri _ A DISPENSER CONTROL PANE �� I : ! P I II : I tui■f .. -- - -- 0 ■■ n � ni iii Si =i ■.■ ii ��■ = 1911 ,� u .... DISPENSER j2 68 Y J 18 w 00 O I N i . 1 130 ..___. III I i •� 11 IP III I11 ■w= DISPENSER MANAGER GER DISPENSER # ._ _ 11 13 15 - 9 - _ E -STOP 2 HP FUEL PUMP © _ - 11 _ - � 1 _ . O l • = --- - 17 10 12 14 1 19 21 13_ 15 20 22 12 . 23 2 24 14 3s■ hi ■■■ _I 26 28 27 .�. 2 HP FU EL PUMP 3 _V�. 16 17 17 30 32 , PREMIUM 18 18 19 21 �_. 34 1 - - _ Ill mo S.. iii III ■ I _: HP ii �_ ■■ 36 37 II 1 FUELPU MP QV 38 40 39 20 21 UNLEADED #2 . _, 22 2 3 .. 42 1400 22 - 24 23 _ 0 LINE TOTALS LCL ADDER TOTAL VA /0 LINE AMPS 24 25 25 _ -.� © ! -� 26 2 8 27 26 27 _ -- .- S : ■$ = III ■■■ : :: --, - 0 28 29 _ - -- I -- ---- -_ _ 30 30 31 32 34 33 Iii . - - CO 35 32 33 35 - nil iii i = i 0 36 3'7 34 38 40 42 39 36 37 41 39 1 I - _ . 1 SUB TOTALS I • LINE TOTALS LCL ADDER TOTAL VA /0 LINE AMPS 40 41 - 42 SUB TOTALS NOTES: LINE TOTALS LCL ADDER TOTAL VA /0 LINE AMPS PANE "A » 120/208 VOLT, 3 PHASE, 4 WIRE 225A MAIN LUGS I PANE LOCATION STORAGE ROOM MOUNTING SURFACE BUS RATING LOCATION STO RAGE ROOM MOUN TING SURFACE BUS RATING 100 A CCT No. VA LOAD LOAD DESCRIPTION OUTLETS ,‘ RcuI . BUS c'RCUiT .-3F.KR OUTLETS LOAD DESCRIPTION VA LOAD CCT N O LINE A UNE 8 LINE A LINE B REC REC t TS POL A B A B m' P O L'S R EC i _ VEEDER ROOT TLS350 Q 1 2� ■ 2 � / d D ISPENSER # 1 r� V ' , 2 - _ I _ A DISPENSER CONTROL PANE �� I : ! P I II : I tui■f .. -- - -- 0 ■■ n � ni iii Si =i ■.■ ii ��■ = 1911 ,� u .... DISPENSER j2 Y J 18 w 00 O I N i . 1 130 • III I i •� 11 a • DISPENSER MANAGER GER DISPENSER # ._ _ 11 13 15 - 9 - _ E -STOP 2 HP FUEL PUMP © _ 10 11 _ - � 1 _ . O l • - 2 -_ --- - 17 I 19 21 UNLEADED # 1 20 22 12 . 23 2 24 14 SPARE hi ■■■ _I 26 28 27 2 HP FU EL PUMP 3 _V�. 29 17 30 32 31 PREMIUM 18 19 21 �_. 34 1 - - _ I _: HP ii �_ ■■ 36 37 II 1 FUELPU MP QV 38 40 39 20 l � UNLEADED #2 . _, 22 2 3 .. 42 1400 SUB TOTALS 0 LINE TOTALS LCL ADDER TOTAL VA /0 LINE AMPS 24 25 , -.� © ! � 26 2 8 27 _ S : ■$ = III ■■■ : :: - - - 0 29 31 - _ - -- I - - ---- -_ _ 30 COFFEE (RELOCATED #20) 0 © 32 34 33 - - CO 35 0 36 3'7 © 1 38 40 42 39 --, 41 1 . SUB TOTALS I NOTES: LINE TOTALS LCL ADDER TOTAL VA /0 LINE AMPS o� p �� 120/ VOLT, 1 PHASE, 3 WIRE 100A MAIN LUGS PANE LOCATION STORAGE ROOM MOUNTING SURFACE BUS RATING CCT No. VA LOAD LOAD DESCRIPTION OUTLETS CIRCUIT BRK- BUS CiR BRK - OUTLETS LOAD DESCRIPTION VA LOAD CCT No. LINE A UNE B UNE A LINE B REC LTS POL TRP A B -R� •a TS REC i _ VEEDER ROOT TLS350 Q 1 2� ■ 2 � / d D ISPENSER # 1 r� V ' , 2 _ I _ A DISPENSER CONTROL PANE �� I : ! P I II : I tui■f 1 a • N!= mi � Fill L is INTIIIII 0 ■■ n � ni iii Si =i ■.■ ii ��■ = 1911 ,� u .... DISPENSER j2 Y J 18 w 00 O I N i . 1 130 • III I i •� 11 a • DISPENSER MANAGER GER DISPENSER # ._ _ 11 13 15 - - E -STOP DISPENSER #4 MY NW � , DISPENSER #6 � � II . . O l • _- DISPENS 15 -__ - 17 19 21 20 22 . 23 24 25 _I 26 28 27 29 30 32 31 33 _ , / 34 35 . ..._.._. _ / 36 37 II 1 / 38 40 39 l � !_ ! 41 .. 42 1400 SUB TOTALS NOTES: LINE TOTALS LCL ADDER TOTAL VA /0 LINE AMPS , 0 (EXISTING) (EXISTING) (EXISTING) U EXISTING LOADS TO REMAIN EXISTING LOADS TO BE REMOVED TURN BREAKER TO THE OFF POSITION AND LABEL AS SPARE. 0 EXISTING DISPENSER LOADS TO BE REPLACED W/ NEW ® NEW DISPENSER LOADS 05 EXISTING LOADS TO BE TRANSFERRED EXISTING SPACE • w • - =PLUS" TO BE REPLACED EXISTING RONAN TO BE REMOVED (NEW) EXISTING COLD WATER PIPE GROUND EXISTING LIFER GROUND (� EXISTING LOADS TO REMAIN 20 EXISTING LOADS TO BE REMOVED TURN BREAKER TO THE OFF POSITION AND LABEL AS SPARE. 03 EXISTING DISPENSER LOADS TO BE REPLACED W/ NEW ® NEW DISPENSER LOADS Q EXISTING LOADS TO BE TRANSFERRED EXISTING SPACE 2" LONG NIPPLE CONDUIT SEAL -OFF (TYP.) CONDUIT STUBBED UP ABOVE FLOOR r NOT TO SCALE PNL "B" NOT TO SCALE or EXISTING MAIN SERVICE 600A, 120/240V, 30, 4W PNL 'C' (EXISTING) (EXISTING) (EXISTING) (EXISTING) LOAD SUMMARY NOTE: TOTAL CONNECTED LOAD WILL NOT EXCEED EXISTING. NO NEW LOADS WILL BE ADDED, ONLY REPLACED. NEW REPLACEMENT PUMPS AND DISPENSERS ARE MORE EFFICIENT AND USE LESS POWER. WIRING GUTTER PNL 'D' 60 A) 60 A 3 Pi 31 AC -1 AC -2 SINGLE LINE DIAGRAM % TYPICAL CONDUIT STUB —UP DETAIL EXISTING FEEDER TO REMAIN ' t, ; r 0 1')1515 x Iy IA STANDARD SYMBOL LIST A OR AMP BKR. B.C. C CKT. C.O. F. L.A. G.F.I. SYMBOL D a A 162 SaSb SP Sm 0 5": 0 LCID 3t o STANDARD ABBREVIATIONS NOTES: DESCRIPTION 2'x4' RECESSED FLUORESCENT FIXTURE TWO THREE -LAMP RECESSED FLUORESCENT FIXTURES WITH INTERCONNECTING CABLE (WIRED PER MASTER /SLAVE CONCEPT) a 2'x2' RECESSED FLUORESCENT FIXTURE LIGHT FIXTURE WITH EMERGENCY BATTERY PACK 1'x4' SURFACE MOUNTED FLUORESCENT FIXTURE STRIP TYPE FLUORESCENT FIXTURE EXIT SIGN, CEILING OR WALL MOUNTED OUTDOOR AREA FIXTURE EXTERIOR RECESSED FIXTURE FIXTURE IDENTIFICATION: "A" - TYPE OF FIXTURE, "162 " - TOTAL WATTAGE So SINGLE POLE SWITCH 0 +4' -0 "; "a" INDICATES OUTLETS SWITCHED SWITCH WITH GANG ASSEMBLY SWITCH WITH PILOT LIGHT MOTOR RATED SWITCH, SINGLE POLE (Sn2 -TWO POLE) SINGLE RECEPTACLE, NEMA 5 -20R DUPLEX RECEPTACLE, NEMA 5 -20R DUPLEX RECEPTACLE, NEMA 5 -20R, CEILING MOUNTED FLUSH MOUNTED FLOOR BOX WITH DUPLEX RECEPTACLE, NEMA 5 -20R DOUBLE DUPLEX RECEPTACLE, NEMA 5 -20R DUPLEX RECEPTACLE WITH ISOLATED GROUND, NEMA 5 -20R SPECIAL RECEPTACLE TYPE AS NOTED TELEPHONE OUTLET SPEAKER OUTLET JUNCTION BOX COMBINATION DISCONNECT SWITCH AND MOTOR STARTER, SIZE AND TYPE AS NOTED DISCONNECT SWITCH, SIZE AND TYPE AS NOTED ( "F" INDICATES FUSED) DUCT SMOKE DETECTOR MOTOR CONDUIT RUN CONCEALED IN WALL OR CEILING CONDUIT RUN CONCEALED UNDERGROUND OR UNDERFLOOR CONDUIT RUN EXPOSED CROSS LINES INDICATE NUMBER OF #12 CONDUCTORS. NO CROSS LINES INDICATE 2 #12 BRANCH CIRCUIT HOME RUN TO PANELBO LETTER AND NUMBER NOTATION IDENTIFY AND CIRCUIT NUMBERS CONDUIT WITH EXPLOSION PROOF SEAL CONDUIT WITH EXPLOSION PROOF SEAL AMPERES BREAKER BARE COPPER CONDUIT CIRCUIT CONDUIT ONLY FULL LOAD AMPERES GROUND FAULT INTERRUPTER CONTRACTOR TO PERFORM THE FOLLOWING TASKS: H.P. J. BOX KW PH OR 0 SW. TYP. W.P. SWN 1. VERIFY PEAK HISTORICAL LOADING W/ UTILITY COMPANY 2. VERIFY NEW LOADS FALL WITHIN PANEL CAPACITY 3. VERIFY ALL CIRCUITS 4. IDENTIFY ABANDONED CIRCUITS 5. PROVIDE NEW CIRCUR INDEXES FOR ALL PANELS REFLECTING NEW AS - INSTALLED CIRCUITING ARD. PANEL CITY O WI MAR 10 :uU5 PERMIT CENTER HORSEPOWER JUNCTION BOX KILOWATTS PHASE SWITCH TYPICAL WEATHERPROOF SWITCHED NEUTRAL 0' CLIENT: B T GlobalAlliance NATIONAL SITE ADAPT CONSULTANT: "LAND PUNNING AND DESIGN SPECIALISTS' 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 A 0 ift � /VG EN GO' ''HE RECIPIENT OF THESE MATERIALS UNOERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP. AND ALSO. THAT THE MATERIALS CONTAIN PRP LEDOED AND CCNflOENDAL BUSINESS INFORMATION OF BP. ACCORDINGLY. NE RECIPIENT AGREES TO RETAIN 'HESE MATERIALS P STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY MO FURTHER AGREES NOT TO YAKS COPIES OF THE MATERIALS THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE UMTED PURPOSE FOR MUCH BP HAS MADE THE MATERIALS AVAILABLE. AND RECIPIENT AGREES TO RETURN AU. MATERIALS TO BP EITHER uPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST Di BP, MIICHEvER CRIES FIRST. DEVELOPMENT INKIRMIA110N: UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 V-6 2004 SERIES AMERICAN STANDARDS SITE ADORES& 15252 Pacific Hwy. So. @ 154th St. Tukwila, Washington 98188 DES BY: s MAIN Irt Ah„, ARCO • WIT COAT'ROOUC'TA LLC ALLIANCE (MANAGER, AGENT FOR OP: 4 CBITERPOINTE ON LA PNAIA. CANON P GHAO S DAZE 3/4/06 ORS " mat V6.O 3/1 /04 REMSION DE'lGtlP110N I EXPIRES 01-07-0F I FAC #5515 mama ZaDMt Oe i REP* ,tuN E Plt II/1MCT NR BCE #E2369 COMING 1111-E: ELECTRICAL LEGEND, SINGLE LINE DIAGRAM i PANEL SCHEDULES SHEET Na ESI-2 C) r as m 0 V U) 0 0 N N M 0 N r W BP ARCO BORDER TANKS 2004, r CLENT: Akii, IF ARCO ! OT COIART PRODUC S, LIZ ALLIANCE MMIAGER. AG ENT Fat OP: ■ B ovis Lend Lo GlobalAffiance ' 4 COOTOPOINTE DID . .LA ML, CA NM NA1)ONAL lir 1i1i '` All . O yip 'UM 18215 • KENT CONSULTANT HA (4., ,..4.tx... v ... O qr ENGIl1 AND DEMON SPECIAUSTS AVENUE SOUTH 98032 251 -6222 S1 TE ADAPT G 4 _ ♦ 1�1�r1w dc l' AT I tli* G t r, kO PLANNING 72ND WASHINGTON (425) NN DATE IEMSION DESCRIPTION a ', 3/4/05 DES1d1 MEW & I • L; M 0 i £ I , IA Zi ' A . . , . SEA a 4 o I ,1•:(,,,i S , G „, (4 S/ / % % tC/S T % $ S L c 4, EXPIRES 01 -07 -Cir COMEIMBIALIIIMAILIfila THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS 0101ED IY OP. AND ALSO. THAT THE NATURALS CONTMN PRIVREDGED AND CONFTDE'NTIAL UUSIP SS 'FORMATION OF RP ACCORDINGLY. THE RECIPIENT AGREES TO RETAIN THESE MATERIALS M STRICT COMMENCE AND AGMfS NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY NC FURTHER AGREES NOT TO MAKE COPES OF THE MATERIALS THE RECIPIENT AGREES TO USE THE MAMMALS ONLY FOR THE LASTED PURPOSE FOR WHICH OP HAS MADE THE MATERIALS AVAILABLE. AND RECIPIENT AGREES TO RETURN All MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REOUEST OF 11P. WHICHEVER COMES FIRST DEVELOPMENT INFORM11:1fk UNDERGROUND STORAGE TANK STANDARDS , ELEMENT TPO1 v4 2004 SERIES • AMERICAN STANDARDS SITE ADDRESS: 15252 Pacific Hwy. So. @154th St Tukwila, Washington 98188 FAC #5515 DESIGNED SY: a AWA = Me 0e OWED s IAA IIJN rf: a IP REM ALLIANCE Pi 11E7 OM V6.o 3/i/04 PROJECT AIR BCE #2369 DRAINING MIL - FUEL SYSTEM ELECTRICAL SCHEMATIC DIAGRAM SHEET PLO: 0000 - 1 BWN E2.2 1 1 i 1 1 1 a I i 1 1 I 1 1 L GROUND BUS Wl DISPENSER MGR. ENCLOSURE W ■■ W 111111 111111WWIWNENIII W W 000 --OND— U PATENT PENDING I >w! !:)41 s r _2! 3 _ s �J r • •••• ••• I 2 3 4 5 6 7 8 9 10 11 12 1 0000 •••••••• I t I h'I i I I lj 71I +'I ;T) 1 ' 19 °°1 OA ; 2 I 1 A t 1 1 __L 1 1.11i0 L DM-EX MODULE IN DISPENSER MANAGER FOR DISPENSER #1 * * * * ** TYPICAL OF ALL DISPENSERS. * * * * ** MINIMUM 1 2 AWG LTOOTR DISPENSERS - SHIELD GRD. (TYPICAL LES) i 6i 1B3 1 I DATA UNK A 1 DA1A UNK B - - WAYNE' DATA INTERFAC E BOX W W CP I ATM R5 FUSE 38 FROM TERMINAL STRIP SHOWN BELOW (BREAKOUT MODULE) 0P OVUM SUB RIBBON CAB TO ADDITIONAL DISPENSER MODULES o 0 T82 ON o a CLIP & TAPE DRAIN WIRE Ng maw IMO W W DISPENSER MANAGER WAYNE DISPENSER FIELD WIRING TO EACH MODULE DO NOT REMOVE FACTORY INSTALLED 'REMOTE Of f .JUMPER WO IRO J -BOX WM W TO SWITCHED NEUTRAL BREAKER FOR DISPENSER #1 POWER LOCATED IN DISP/PUMP CONTROLS SECTION. (20 NIP MAX - •12 ARC.) CONNECT RIBBON CABLE TO DM -EX n MODULE 01 '`'J • (TOP RIGHT NETWORK BUS) Ei 8 D L E I I 1 I OW W z aBREAKOUT 4111111111111111111 uoou�E HRREEMER i c I O C]C:][9LHCH O C•] R INAL IP a (N B(IOW�I 139X U L• E 0 a a 6 0 B 0 9 L• T82 163 104 785 WWI 1M TO EOUIPMDfr 0110UND [ FOR 0110UND. DISPENSER MANAGER ENCLOSURE W W W s II W W WAYNE SITE CONTROLLER 38 m IM U PI - PP INPUT SIGNAL - LINE POWER INPUT PR - PUMP RETURN (NEUTRAL) PO - PUMP OUTPUT ONT PREM. UNL. 0 NOMA WO 11111 MASTER - PREM. 91 OCT. VEEDER ROOT PANEL TO oIDICJAND t7I MN SUPPLMNO PORN TD OI71aIJOOnOO aoOOOOnIDaooRiRD 0 0 000000000000 W W ')PT1014 SIR�(TCI� ISw2) POWER BAY (bPR�AL .ERIOIYAL DOPpWER RJN /1001111 1Iw1o) t tw r � C. I R�. � i tRr � � Y c c eooal0000 • • WI W • O 0 1 O O 2 O O 4 O 5 O 5 O O 6 6 O O 7 O O 8 8 O O 9 9 r 1 4 01 1 ■ � ER ' ' 0000 0000,0 11111113 1111 opplipig pip pili ••,- NI Mg NO NI Mg Mg t� ■••••■•■■ • r �I�I�It110101Q I . m... . r NM II • DISPENSER MANAGER ENCLOSURE NrifJN;iION MOTOR 30 0 0 0 0 0 0 Y r swrTch FREOS ) S E MASTER - UNL. 87 OCT. • 11 • 2 R 1 NICATION MOTOR (s„ OPIAN SWITCH ( 1) SEIE .SLAVE - UNL. 87 OCT ' INTRINSICALLY SAFE BAY F T2-T+ 3--r'n 000000 ., AAAA AA PROBE PRESSURE XMIT F 000000003000 •••••••••• MINK UDM I N WIMP= NOIXILE SW SENSOR F' 2 T 3 T 4 T+ ° `T 4 T 7 T 3- 1 oWasoaaoaooaoasaa • w • . MONO M .. I 00000000 111113111181 NOME LI ESO 0 CASHIER AREA L _ ESO 0 BY s 41 I RESET O 0 CASHIER L AREA _ Afplid O ES0 BLDG. WALL FE PETRO CONTROLLER "VFC` ORANGE --�� RACK ED —#1 THWN GREEN AWG ACKNOWLEDGE SWITCH m 65 64 93 - -92 1/2” FLEX, 5 #12 THWN 1 #12 GRD. • Syl RSIBL4 (AST) SUBMERSIBLE TURBINE "IST -VFC" PLUG CONNECTION INTRINSCALLY SAFE WIRING BELDEN CABLE 1 032A - FOR EACH SENSOR /PROBE OVERFILL ALARM HORN & STROBE 93 -0 2 491 C' -1 /2" FLEX, 2 #12 THWN I #12 GRD. 4X4 NEMA JUNCTION BOX 50 • 3 • PLLD SENSOR WEATHERPROOF J -BOX IN TURBINE SUMP (1 PER SENSOR) (MASTER TURBINE ONLY') n WEATHERPROOF J -BOX (1 PER SENSOR) r--4D 1 + MIIEI WEATHERPROOF J -BOX (1 PER SENSOR) } WICK I l WEATHERPROOF J -BOX (1 PER SENSOR) izes'Acik WAITE (1 PER PROBE) WI WEai ERPRO W 1 ° LINE LEAK UNLEADED DETECTION TURBINE SUMP WEATHERPROOF J -BOX SENSOR LOCATED (1 PER SENSOR) IN DISPENSER S ER SUMP • 1 I r 7 SENSOR LOCATED IN FILL SUMP SENSOR LOCATED IN TURBINE SUMP Il UNLEADED SENSOR LOCATED IN ANNULAR SPACE II r LEAK UNLEADED DETECTION ANNULAR SPACE MAG PROBE LOCATED IN FILL SUMP T H c ~ TANK LEVEL UNLEADED B UNLEADED • 6 LEAK DETECTION FILL SUMP 6 LEAK DETECTION TURBINE SUMP 10 • TYPICAL AT TANK 0 GAUGING LEAK DETECTION DISPENSER SUMP 23 TYPICAL AT DISPENSER DoLk 3bo . CODE C PI.II Armpr tkPil 2 ■ CIT RECEIVED Y TUKVYILA MAR 10 "cuU5 PERMIT +VENTER BROWN BOX NOTES 0 - REFER TO TANK MONITOR MANUAL FOR ALL WIRING CONNECTIONS AND OTHER SPECIFICATIONS 20 - THE TANK MONITOR IS TYPICALLY MOUNTED OUTSIDE THE POWERBOX SOLUTION ENCLOSURE. 0 - THE TANK MONITOR SHOWN IS FOR A TYPICAL "LINE PRESSURE" CONTROLLER ONLY. 4Q - THE TERMINAL STRIP SHOWN IS FOR THE STANDARD DM--EX DESIGN. THE STANDARD DM -EX DESIGN MAY BE CUSTOMIZED FOR ADDITIONAL PUMP DEVICES, THERE BY ALTERING THE STANDARD DESIGN SHOWN. PLEASE REFER TO ALL INFORMATION TO DETERMINE THE NUMBER OF DEVICES FOR EACH JOB LOCATION. 0 - EACH DISPENSER SHALL BE CONNECTED INDMDUALLY TO A (+ AND -) ON THE TERMINAL STRIP IN THE WAYNE DISTRIBUTION BOX M • ...... v .. •+c+w. ',.... :......fir•►..^ qtr r itla viR'w1W.+►V'Ib1/MK • 0 O N Z w m O m C C o) II 0 V M In 0 N co 0 0 I 0 0 4 ..s:.�. •NNM► A• Jr .y w . _.ti.�R, .,.: {f►r. rFS'�*t f. y! ""1T �r''C i.;R x o - PLLD LINE D z LEAK MONITOR JUNCTION BOX MONITORING CONDUIT JUNCTION , BOX SEAL —OFF �IRS L FROM AT SUMP LIQUID MONITOFING SENSOR (BELOW APEX OF TANK AT LOWEST POINT) SUMP MONITOR LIQUID SENSOR (BELOW APEX OF TANK AT LOWEST POINT IN THE SUMP) P =ice ie. set : ;mIm r I - - JllllhJIllllhJllhIJ Sump Section Single Turbine Fill Sump Sec ion ••0• SUMP 4 Sump Section Dual Turbine TANK LEVEL GAUGING ONTRACTOR TO INSTALL CLEVIS AND COTTER PIN TURBINE SPLICE 1 FT. FROM BOTTOM OF RISER PIPE FIBERGLASS TANK SEE INSET VIEW OF SENSOR SWITCH AT BOTTOM OF TANK Fiberglass Tank Annular Sensor Installation NOT TO SCALE: NOT TO SCALE: LEADER CABLE SENSOR RECEPT. FINISHED GRADE 1" RGS PVC COATED CONDUIT SENSOR CABLE OVERFILL ALARM 4" DIA. FRP RISER UNCTION BOX MONITORING CONDUIT - - NEXT SUMP p-- 20 "x 14 "x 1 /4" STEEL PLATE PAINT TO MATCH SITE CONDITIONS \,,T LIQUID 11►IIII TIGHT FLEX 4 "x4" 50 JUNCTION BON 1 " RGS CONDUIT SEAL —OFF E \//\ < r 00 4 1, I , 1 , I a /� \ r 1 ai .14 18 "0 CONCRETE FOOTING BY G.C. (TYP.) Overfill Alarm & Acknowledgment Switch DISPENSER SUMP FRAME 1 Ihij DISPENSER J —BOX SUMP MONITOR LIQUID SENSOR CONNECT TO NEXT DISPENSER NOT TO SCALE: DISPENSER JUNCTION BOX Ei JUNCTION BOX DISPENSER POWER & DATA CONDUIT ,NVAitc , -74 r y Tp 4 G KNINING AND DESIGN SPECIALISTS' 18215 72ND AVENUE SOUTH KENT WASHINGTON 98032 (425) 251 -6222 THE RECIPIENT Cr THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OOHED NY DP, AND ALSO. THAT THE MATERIALS CONTNN PRIVRFOGED AND CONFIDENTIAL BUSINESS iN ORMATION OF OP. ACCORomoLy, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS 14 STRICT CONFUNCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MME COPIES OF THE MATERIALS THE RELENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR RICH OP HAS MADE THE MATERIALS AvAILMILE, AND RECIPIENT AGREES T O RETURN ALL MATERIALS TO OP EITHER UPO N COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST Cr IP. MIICIEVER COMES FIRST. UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 V4 2004 SERIES AMERICAN STANDARDS FAC #5515 j DRAWING VILE LEAK DETECTION • ELECTRICAL DETAILS 0000 -I000 E2 -3 I S 14 *qt. .. Soo—. 0 N Q w CC 0 0 U Q x I` a) 0 U) v1 4) 0 00 If) 0 0 N 0) 0 N 0 E a) O 0 \4 VEEDER ROOT TLS —350 LEAK DETECTION MONITOR 1/2" C, 2 #12 A -- SENSOR IN HYDROSTATIC RESERVOIR B - LIQUID SENSOR IN TURBINE /FILL SUMP C -- TANK LEVEL GAUGE !D -- PRESSURIZED LINE LEAK DETECTOR (PLLD) Tank Sc Vent Stack Monitoring Conduit Schematic NOTE: SHOWN FORM 2022 CONFIGURATION, OTHER THREE TANK CONFIGURATIONS WIRED SIMILARLY. • 3. CAUTION: 120 VAC WIRING MUST NOT BE CONNECTED TO LOW VOLTAGE CONNECTIONS. DAMAGE FROM MISWIRING FROM MISWIRING IS NOT COVERED BY WARRANTY. .INSTALLING CONTRACTOR TO BE HELD RESPONSIBLE. 1. WARNING: . MONITOR SENSOR & PROBE WIRING IS INTRINSICALLY SAFE WIRING AND MUST BE SEPARATE FROM ALL OTHER WIRING AND INSTALLED IN SEPARATE CONDUIT AND WIREWAYS. MAXIMUM CABLE LENGTH BETWEEN MONITOR CONSOLE AND SENSORS IS 1,000 FEET. 2. WARNING: TO MAINTAIN INTRINSIC SAFETY, THE JUNCTION BOX MUST CONTAIN ONLY WIRE SPLICES. � . INSTALL TANK MONITOR SYSTEM PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5 . USE BELDEN CABLE # 1032A OR APPROVED EQUAL FOR ALL SENSOR AND PROBE WIRING. , 6. RUN RIGID METAL CONDUIT FOR PROBE AND SENSOR WIRING FROM THE MONITOR CONSOLE TO THE INTRINSICALLY SAFE WIREWAY. CONDUIT MUST ENTER THE MONITOR WHERE KNOCKOUTS ARE PROVIDED. NO OTHER CONDUIT ENTRY IS PERMITTED. 7. SPECIAL NOTE: IT IS THE INTENT OF THIS DESIGN THAT ANY DETECTED LEAK OR ' ANY FAILURE OF THE LEAK DETECTION SYSTEM, WILL RESULT IN THE INTERRUPTION OF ALL POWER TO THE ENTIRE FUEL SYSTEM. 8. CERTIFIED INSTALLERS— ALL MANUFACTURERS TRAINING REQUIREMENTS SHALL BE MET BY CONTRACTOR INSTALLING PROBES AND WIRING TO MONITORING SYSTEM AS BEINGS DISPENSER WIRING. . 9. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO NOTIFY THE VEEDER ROOT DISTRIBUTOR FOR STARTUP. 10. SEE MANUFACTURERS WIRING DIAGRAM FOR SPECIFIC WIRING AND FURTHER INFORMATION. WIRE THE EQUIPMENT AS REQUIRED BY THE MANUFACTURERS WIRING DIAGRAM. G , 11. EACH TURBINE RELAY IS TO BE WIRED INTO THE MONITOR CONTROL SO THAT AN ACTIVATION OF TURBINE SIDE SUMP PROBE OR ANNULAR SPACE PROBE WILL SHUT DOWN THE TURBINE FOR ALL PRODUCTS. v. THE REGIMENT AGREES TO RETAN THESE MATERIALS N STRICT CONFIDENCE AND AGREES NOT TO OISCL06E THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MACE COMM OF THE MATERIALS. THE RECRENT AGREES TO USE THE MATERIALS ONLY FOR THE uhuTro PURPOSE FOR 0404 OP NAS MADE THE MATERIALS AVAILAOL AND REQPENT AGREES TO RETURN ALL MATERIALS TO se. EITHER UPON COMPLETION OF THE MTENOED PURPOSE OR UPON THE REQUEST OF RIP. IHIC EVER COMES FIRST. G ENG% Imo Pt/mac No DES10N SPtcWJS1r 18215 72ND AVENUE SOUTH KENT WASHINGTON 98032 (425) 251 -6222 • «�- +r'ri.wow ...�w�.w ..:- v....+�.Yw.J..�i....:.r'r.: �ir.i Sih' -• �-.,. .t•41111A+r..a eN�1 �'.t M.'�Yi+�+�w+dA�►,i.�wvrMq + 'Ott' 1!" +f1 "N" 6Yi•R tt • 0 0 N z cr w 0 m 0 0 co w v U) rn II 0 U oo M 0 0 N C, 0 N 0 4i E F- a) 0 0 N W PURPOSE TYPE OF WIRE MIN. SEPARATION POWER SUPPLY • , OPEN WIRING LESS THAN 300 VOLTS 2 INCHES WIRE IN CONDUIT OR ARMORED OR NON- METALLIC SHEATH CABLE /POWER GROUND WIRES NONE RADIO & TELEVISION . 4 ANTENNA LEAD & GROUND WIRES WITHOUT GROUNDED SHIELD 4 INCHES SIGNAL & CONTROL WIRE OPEN WIRING NOT OVER 300 VOLTS NONE y CAN CABLES . h COMMUNITY TELEVISION SYSTEMS COAXIAL CABLES WITH GROUNDED SHIELD NONE TELEPHONE SERVICE DROP WIRE AERIAL OR BURIED 2 INCHES , SIGN . ' NEON SIGNS AND ASSOCIATED WIRING FROM TRANSFORMER 6 INCHES FLUORESCENT LIGHTING FLUORESCENT LIGHTING WIRE 5 INCHES LIGHTNING SYSTEM LIGHTNING RODS AND WIRES 6 FEET , ITEM DESCRIPTION MANUFACTURER MANUFACTURER TURBINE PUMP W/ VFC CONTROLLER t , EXISTING "CROUSE HINDS" 1 " =EYS3 (VERTICAL) OR EYS31 (VERTICAL OR HORIZONTAL) 1 20 2 SEAL OFF W/ DRAIN "CROUSE HINDS" 1 " =EYS3 (VERTICAL) OR EYS31 (VERTICAL OR HORIZONTAL) W/ ECD15 UNIVERSAL DRAIN " WAYNE" VISTA SERIES DISPENSER (SUPPLIED DIRECTLY TO SITE BY WAYNE) SEAL OFF "CROUSE HINDS" 1 " =EYS3 (VERTICAL) OR EYS31 (VERTICAL OR HORIZONTAL) 3 J -BOX COMPRESSION BULK HEAD FITTING i "ENVIRON" MODEL # FEB -3157 1" 22 4 J -BOX EXP. PROOF "CROUSE HINDS" GUAT36 5 " VEEDER ROOT MODEL # VR- 794380 -208 23 UNDER DISPENSER SUMP CONDUIT PENETRATION LIQUID LEAK SENSOR "VEEDER -ROOT" MODEL # VR- 794380 -208 . . 24 6 J -BOX EXP. PROOF J -BOX "NEMA" 3R 4X4 OR 16" SQ. 25 7 "CROUSE HINDS" GUAT36 NOT USED 26 . 3 GPH PRESURE LINE LEAK DETECTION (PLED) SENSOR IN TURBINE SUMP "VEEDER ROOT" PLLD KIT #848480 -001 AND NON- VENTED. SWIFT CHECK FOR EACH SLAVE TURBINE VR 330020 -416. 8 NOT USED 1 { R MAGNOSTRICTIVE TANK LEVEL PROLE MAG 1 (0.1 GPH) " VEEDER ROOT" MODEL # VR- 847390 -107 8' MAGNOSTRICTIVE PROBE .1 GPH "EVER -TITE" MODEL # 4097AGBR (THREADED ADAPTOR) ' # 409MBR (DOUBLE HANDLE CAP) " VEEDER ROOT" MODEL # VR- 849600 -000 4" MAGNOSTRICTIVE PROBE INSTALL KIT 9 LIQUID LEAK SENSOR FOR TANK ANNULAR SPACE (8' DIA.) "VEEDER -ROOT" MODEL # VR- 794390 -407 -- 10 OVERALL ALARM WITH HORN /STROBE 120VAC "VEEDER -ROOT" MODEL # VR- 790091 -001 11 ACKNOWLEDGE SWITCH "VEEDER -ROOT" MODEL # VR- 790095 -001 12 NOT USED 13 14 DUAL HYDROS FLOAT ■ Ali AIM Vi.. ",___ . NOT USED 15 Material List at Dispenser Island SEE NOTE BELOW ITEM DESCRIPTION MANUFACTURER SEAL OFF "CROUSE HINDS" 1 " =EYS3 (VERTICAL) OR EYS31 (VERTICAL OR HORIZONTAL) 20 BLENDING MULTI - PRODUCT DISPENSERS W/ BALANCE VAPOR RECOVERY " WAYNE" VISTA SERIES DISPENSER (SUPPLIED DIRECTLY TO SITE BY WAYNE) 21 J -BOX "NEMA" 3R 4X4 OR 16" SQ. 22 UNDER DISPENSER SUMP MONITORING SENSOR " VEEDER ROOT MODEL # VR- 794380 -208 23 UNDER DISPENSER SUMP CONDUIT PENETRATION " ENVIRON" MODEL # FEB-3157 1" 24 J -BOX EXP. PROOF 25 "CROUSE HINDS" GUAT36 NOT USED 26 . NOT USED 27 NOT USED 28 NI Materia List a Tank SEE NOTE BELOW SECURITY MODULE ITEM 36 Ea 38 39 40 41 CEI 46 ITEM 50 56 58 DESCRIPTION LEAK DETECTION MONITOR CONSOLE DISPENSER DATA DISTRIBUTION BOX TOKHEIM SAM CONTROLLER BOX "TOKHEIM" SAM CONTROLLER BOX FOR PIC UNITS ' . (SUPPLIED DIRECTLY FROM TOKHEIM) SITE CONTROLLER MODULE POS MODULE (POINT OF SALE) INTERCOM TO DISPENSERS (CONSOLE MOUNTED AT SALES COUNTER) EMERGENCY PUMP SHUT OFF SWITCH (INDOOR AND OUTDOOR) ELECTRICAL POWER AND CONTROL CABINET "EPC" (SUPPLIED DIRECTLY TO SITE) TOKHEIM INTERCONNECT /ISOLATION MODULE FOR PIC UNITS SEAL -OFF EMERGENCY PUMP SHUT OFF RESET SWITCH POWER CONDITIONER DISPENSER SITE CONTROLLER NOT USED NOT USED NOT USED J -BOX MAINTENANCE RECEPTACLE SEAL -OFF NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED Ir Material List at Building MANUFACTURER "VEEDER -ROOT" TLS -350 PLUS W/ PRINTER MODEL # VR- 847090 -022 WITH PLLD MODULES, 1 EACH #330843 -001 AND 2 EACH #330374 -001. . "WAYNE" DATA DISTRIBUTION BOX WITH PIB SYSTEM KIT # 883039 -002. KIT INCLUDES SITE CONTROLLER CABINET, DATA DISTRIBUTION BOX, PIB, AND 4 CHANNEL CAT BOARD. EXISTING TO REMAIN "ALLIED" SITE CONTROLLER MODULE - "BP WEST COAST" CONFIGURATION WITH 2 WIRE CABLE (SUPPLIED WITH UNIT) (SUPPLIED DIRECTLY FROM ALLIED) "MSI" POS SYSTEM - BP WEST COAST CONFIGURATION (SOFTWARE SUPPLIED DIRECTLY FROM MSI (HARDWARE BY BP WEST COAST) "3M" INTERCOM MASTER MODEL # 3M -D -20 WITH MODEL 491 KEYPAD (6 CHANNEL) EXISTING TO REMAIN SQUARE D CLASS 9001 KR3RH6 PUSH - BUTTON N.C. WITH BOX AND COVER. (FOR OUTDOOR NEMA 3R ENCLOSURE REQUIRED) t EXISTING PANEL TO BE REUSED OR .. POWER BOX SOLUTIONS (FORMERLY W.A. BROWN) NEW DISPENSER MANAGER- EX INTEGRATED FUELING CONTROL SYSTEM DM- 4D- 4P -EX/ DM- 4D -6P -EX (4 DISPENSER EXPANDABLE TO 5 OR 6 AND 4 OR 6 PUMP) "TOKHEIM" SAM PIC INTERCONNECT /ISOLATION UNIT (SUPPLIED DIRECTLY FROM TOKHEIM) REFER TO ITEM # "NEMA" 3R 4X4 • • • " CROUSE HINDS" 1 " =EYS3 (VERTICAL) OR EYS31 (VERTICAL OR HORIZONTAL) SQUARE D CLASS 9001 KR3RH5 PUSH - BUTTON N.O. WITH BOX AND COVER. (FOR OUTDOOR NEMA 3R ENCLOSURE REQUIRED) "ONEAC" MODEL #CB1115 W/ HARD WIRE PART #011-002 ABOVE FOR MODEL NUMBER. Material - List: Miscellaneous DESCRIPTION + MANUFACTURER "HUBBELL" SPECIFICATION GRADE RECEPTACLE GEC' IN WEATHERPROOF COVER "CROUSE HINDS" 1 " =EYS3 (VERTICAL) OR EYS31 (VERTICAL OR HORIZONTAL) NOTE: THIS MATERIALS EQUIPMENT SCHEDULE IS NOT A COMPLETE UST OF MATERIALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL MISCELLANEOUS EQUIPMENT, FITTINGS, MATERIALS AND DEVICES NECESSARY TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. SEE NOTE BELOW SEE NOTE BELOW • CAT 5 Cable Installation Guide 1. EXCESSIVE FORCE SHOULD NOT BE USED TO PULL IN NEW CABLE. PULL FORCE SHOULD NOT EXCEED 25 LBS. 2. CABLE SHALL NOT BE KINKED, KNOTTED, OR OTHERWISE DEFORMED DURING INSTALLATION. 3. PROPER CABLE SUPPORT HARDWARE SUCH AS J -HOOKS SHALL BE USED TO PREVENT RIPPING OR FRAYING OF CABLE. WHERE USED, STAPLES SHALL BE NON- METALLIC PLASTIC. STAPLE SHOULD BE LOOSE ENOUGH SUCH THAT CABLE JACKET IS NOT CRIMPED. 4. CABLE BUNDLES MAY BE SECURED WITH LOOSE FITTING WIRE TIE OR VELCRO TIE WRAPS. C ' LES SHALL NOT BE OVER TIGHTENED SUCH THAT CRUSH STRESS IS EVIDENT. i, B. CABLE SHALL BE ROUTED TO PERMIT SWEEPING BENDS, NOT RIGHT ANGLES OR SHARP BENDS. CABLE RUNS SHALL BE INDIVIDUALLY SUPPORTED. . ; 6. A MINIMUM OF CABLE JACKET SHALL BE REMOVED WHEN TERMINATING. CABLE JACKET SHALL EXTEND AS CLOSE AS PRACTICAL TO THE TERMINATION POINT, LEAVING NO MORE THAN 3/4 INCH OF WIRE EXPOSED. , . MAINTAIN TWISTED CONFIGURATION OF WIRE PAIRS TO WITHIN 1/2 INCH OF THE TERMINATION POINT. 8. WIRES SHALL NOT BE SPLICED. DAMAGED CABLE SHALL BE REPLACED, NOT REPAIRED. 9. LEAVE APPROXIMATELY 18 INCHES OF SPARE WIRE AT OUTLET AND CONNECTION POINT. 10. ENSURE ADEQUATE SEPARATION WHEN RUNNING CAT 5 CABLE PARALLEL TO POWER WIRING. CABLE SHALL NOT BE ROUTED THROUGH SAME BORE HOLES AS POWER WIRING. WHERE POSSIBLE CAT 5 CABLES SHOULD CROSS POWER WIRES AT 90 DEGREE ANGLES. = MAINTAIN SEPARATION BETWEEN CABLE AND OTHER WIRING AS FOLLOWS: co aha z 5 z G°5 •-•30t6 arY MAR 10 ;tuti5 PERINI' CENTER • cum T: SEAL: SITE ADORES& DONNED rt DRAWN TILE: SHEET NOt AIL IF ARCO IP VAST OOmT PROCUCI'IR 'LC ALLIANCE MANAC R. AUNT FOR !P: Bovus Land law Globa/Alliance ' 4 COMPPOPRE OIaNE IA PKMA, CA NM NATIONAL SITE ADAPT CONSULTANT: P G HA U S 0 y am " "G ENG "LAND PLANNING AND DESIGN SPECIALISTS" 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 DATE 11E119011 DESCHHrP110N 3/4/65 OH :UCH RIVEN I EXPIRES 01 -07 -O ' saintil THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWED BY P. AND ALSO. THAT THE MATERIALS CONTAIN PRIV: DGED AND CONFIDENTIAL SUSNESS NFORNAT CN OF SP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS M STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TG MAKE COPIES OF THE MATERIALS THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE UNITED PURPOSE FOR MICH BP HAS MADE THE MATERIALS AVAILAO,F, AND RECIPIENT AGREES TO RETURN ALL YA"ERIALS TO OP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON DIE REQUEST OF 8P. NHICHEbER CONES FIRST. DEVELOPMENT I NFCNMA1101k UNDERGROUND STORAGE TANK STANDARDS ELEMENT TP01 V4 2004 SERIES AMERICAN STANDARDS 15252 Pacific Hwy. So. � 154thSt. Tukwila, Washington 98188 FAC #5515 * Auo molt ePFait mom PMt 011 DO DS Mil3i : 'V6.0 "Kkal "°t 3/1 /04 BCE #2369 ELECTRICAL MATERIALS UST 0000-1 BWN E2 -5 •`�M'a •�• �.w N.�... "' �T .A• +.iYM.�••1y,.�L'..ii•'Y.'T' FP f'.1,�'�M �"'.�► ..1Y'! �... •rt T. . . .i. M m U) Nu C C u 0 U Cl, 00 V E v 0 -ak —Sy - • 7!i -6. 6' -6" z J U FACE OF CANOPY FRAMING 0 • FLOOR PLAN SCALE: NTS a OF MPD 1/4" CONTROL JOINT (TYP.) BUMPER POST WITH SIGN TYPICAL OF 4 SEE C MULTI - PRODUCT DISPENSER W/ INTERCOM TYP. OF 6 12' -0" ti •��r'RMf.S•r•.a ••Aide.'••.•4RI•. ,.• ••••••••••• •••••,•,•••• .•••• w w. r.. w •Y - . - a c ,ww•,«T::... , sn..a►y.•v -, '-.,.•+s ,.. COLUMN/ SLAB ENLARGED DETAIL 0 Notes: 12' -0" ELECTRICAL CONDUITS SEE SHEET CA1 -2 & ELECTRICAL DWGS. CENTER POINT OF CANOPY 3/8" EXPANSION JOINT (TYP.) Building Skis 64' -0" CANOPY FASCIA FRAMING REFER TO SHEET TK1 -1 FOR DISPENSER PRODUCT , CONFIGURATION OF MPD 12' -0" • EJ EJ 6" THICK REINFORCED CONCRETE DRIVE SLAB W /14'S AT 18" O.C. EACH WAY OVER 4" CRUSHED ROCK OR AS SPECIFIED IN SOILS REPORT 61' -0" DRIVE SLAB 4. ISLAND HEIGHTS SHALL BE THE SAME IN EACH ROW. .....— '$. ;.s., . 1. . - •..i... .f4'.• .7 :fr. ., ,.... < r. UNE OF COLUMN FOUNDATION BELOW SEE STRUCT. DWG. Street Side 1. DOWN SPOUTS ARE DESIGNED TO BE TIGHTLINED TO THE SITES UNDERGROUND STORM DRAINAGE SYSTEM. GRADING SHALL BE DESIGNED TO COMPENSATE TO PERMIT DAYLIGHTING OF PIPE IN SAFE LOCATION AS PERMITTED BY THE LOCAL JURISDICTION. 2. DRIVE SLAB SHALL HAVE A MEDIUM BROOM FINISH PERPENDICULAR TO ISLAND LAYOUT W /EXPANSION AND CONTROL JOINT'S AS SHOWN. 3. CANOPY CONTRACTOR SHALL PROVIDE DOWN SPOUTS AND CONDUITS FOR LIGHTING IN COLUMNS WHERE SPECIFIED. COORDINATE WITH GENERAL CONTRACTOR FOR EXACT LOCATION OF CONDUITS, AND HAND HOLES PRIOR TO FABRICATION. SEE DETAIL • 41..1•••✓.'7i.G•••••••iw.+,i i.ar.. ..ra••••• •,..•• BUMPER POST W/O SIGN TYP. OF 8 LINE OF CANOPY FRAMING ABOVE 3" DIA. PVC DOWN SPOUT IN COLUMN BY CANOPY CONTRACTOR SEE DETAIL (TYP. OF 4) • 4. •Y 3" DIA. DOWN SPOUT CONTINUATION BY GENERAL CONTRACTOR SEE NOTE 1 AND DETAIL (TYP. OF 4) 5. ISLAND FORMS SHALL BE PAINTED B.P. GRAY 6. SEE SHEET CA1 -2 FOR ADDITIONAL NOTES. 3 OF IiIPO 4' - 11" 7. NEW 23' CANOPY EXTENSION BY FREY MOSS STRUCTURES. CONTRACTOR TO PREPARE SITE AND COORDINATE WITH FREY MOSS FOR INSTALLATION Of THE CANOPY STRUCTURE. FOR SCOPE OF WORK SEE DWG E 1 TO E3 FOR CANOPY DETAILS. CONTACT LEE DRUMMOND, FREY MOSS STRUCTURES AT (760)221 -8764 TO COORDINATE CANOPY WORK. 6. CONTRACTOR TO LAYOUT, EXCAVATE. AND INSTALL NEW CANOPY COLUMN FOUNDATIONS AS INDICATED ON SHEET F1. 9. CANOPY CONTRACTOR TO RUN NEW DRAIN PIPING IN CANOPY COLUMNS AND TERMINATE AT BASE OF NEW COLUMNS. CONTRACTOR TO CONNECT THE NEW DRAINS FROM THE EXTENDED CANOPY INTO THE EXISTING STORM SYSTEM. ORIGINAL DESIGNED LOCATIONS FOR STORM DRAIN PIPING SHOWN FOR REFERENCE. CONTRACTOR TO VERIFY ACTUAL PIPING LOCATIONS 1' -0' TYP. 4. POST i • • Co :•, " 1'~ "PREVENTION TECHNOLOGIES, INC." PETROLEUM RESISTANT SEALANT 3/4" DEEP (MIN.) NEW PAVEMENT • 4 4 • I SCALE: NTS SCALE: NTS P.I.C. Bumper Po8t Detail • . •„• 4 SCALE: NTS a • 3" 1' - 1/2' 3" 1 1 -1/2• 3- 1/2! -/ � •• 2 -6" • a 3/8" JOINT : • L• 6'' MIN. LAP MESH /REINF. Je 09 " THICK x 12 GA. INSTRUCTIONAL SIGN SUPPORT BARS WELDED TO POST BY MFR. Expansion Joint G.C. TO FILL W/ CONCRETE SLURRY AND PAINT WHITE 3 1 /2 "i STANDARD BLACK PIPE, BEND 180' ON A 10" (1. RADIUS G.C. TO FILL W CONC. SLURRY AND PAINT WHITE 6" CONC. DRIVE SLAB 12" THICK x 20` DEEP x 30" LONG BOLLARD FOOTING (-4 PREFAB BUMPER POST FURNISHED BY ARCO G.C. TO FILL W/ CONCRETED I.C. UNIT/ SLURRY AND PAINT WHITE CLADDING • • • 4 • III - -i i I 11 ISLAND FORM BEYOND CONCRETE DRIVE SLAB Island Bumper Post Detail • 1/4" RADIUS TOOL EDGE JOINT FILLER CAST IN PLACE #4 AT 18" O.C. BOTH WAYS AT SLAB MIDPOINT • 3 • :i - WM 1•'. OR. stc. .•••• a..& •'. s+w...aIw•••• ••.• s•••,•41.••VM.wr•wr"ar.w•w ,∎•∎ •11.• I • DOWNSPOUT TS COLUMN EXPANSION . JOINT SEE W 4P 7 • Island Section SCALE: NTS Downspout Exit /Continuation SCALE: NTS SCALE: 1" = 1' -0" "PREVENTION TECHNOLOGIES, INC." PETROLEUM RESISTANT SEALANT 3/4" DEEP (MIN.) • • I I • .• 4 • SCALE: NTS 4' -o" ISLAND 4 A 6' • N Control Joint 1)04;35 • • • a • T r MPU CORE HOLE & CONTAINMENT BOX SEE TK DWGS. VARIES 4" MIN. 9" MAX. T . • CANOPY CONTRACTOR TO EXTEND DOWNSPOUT BEYOND COLUMN WITH MALE THREADED PIPE C. TO CONNECT AND EXTEND TO ULTIMATE DOWNSPOUT DESTINATION, SEE SITE PLAN AND NOTE # 1, THIS SHEET �k- Q m HOME RUN CONDUIT {1EV `vED CE CODE COM ?LYr•► v APR 2 5 Z0e5 V -;1 1' y 1/4" SAWCUT W/ FLARED EDGE EASER a cm MAR 10 iuAS PERMIT COUR ; , CUENT: AuwrCE rANAOEik. Aoo�fT F�qt sP: Bovis Land Low G/obalAlliance NA11O14AL 91E ADAPT CONSULTANT: 0 0 • y 15+ $- ef / �G E N G ‘�- 'LAND PUNNING AND DESIGN SPEaAUSTS' 18215 72ND AVENUE SOUTH KENT WASHINGTON 98032 425) 251 -6222 NO. 41C" DATE 3/4/06 I EXPIRES 01 -07 -03 I THE REGIMENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP. AND ALSO. THAT THE NATURALS CONTMN RIMED= AND CONFIDENTIAL BUSINESS INFORMATION OF OP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOS TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FUIITIER AGREES NOT TO MAKE COPES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE NATURALS ONLY FOR 1HE LIMITED PURPOSE FOR INICH BP HAS MADE THE MATERIALS av*JLABLE. AND RECIPIENT AGREES TO RETURN ALL MATEMALS TO BP DINER UPON COMPLETION OF TIE INTENDED PURPOSE OR WON THE REQUEST OF BP. MMGNtWR COMES FIRST DEIELAPMENT INFORMAllOtt FUEL ISLAND CANOPY DRAWINGS AND DETAILS s11E ADORES& OESOm SY: OIEOID NY: 15252 Pacific Hwy. So" Q 154th SL Tukwila, Washington 98188 GRAM v WRIENt ,TENT Not w NOT COAST MIOOIICIS Llc pHA& 3/1 /04 DRAVIING THEE: ARCO 4 COWPONY! OINE ILA PALMS CAN PAC #5515 NrASION Of3CIIIP11014 DE90/1 fE11E1r MANCE Mk III REF* /WAKE Mt CANOPY FLOOR PUN AND DETAILS MOW le BCE #236® CA1 -1 6 u Ln 0 0 0) O 0 I-- v 0 rn - v v co co y 0 E y tx u Ir 0 3 0 , 1 A ►w. ' •.,. . y... W n JC ^. . 2. -11 l�i�.. * .6. "i . ' I . • A.' 1' « ....fir. r•► ti;M I r CLIENT: Ahh • lOr ARCO ! MIT COAT P11001ICTS, MC ALLIANCE MANAGER. ACM FON OP: iiiiiiii ''' 011: IP . *7'. B ovis Land Uwe . GlobaiAffiance 4 C11118.ON1E owe LA RPM CA NM NATIONAL MTE ADAPT CONSULTANT: & s- ga- .. ,-.;= . _ 41• 4111a -°'' ‘);... • 0 ,I "' y '' Lej G ENGO IMO PLANNING AND DEMON SPEGMUSiS• 18215 72ND AVENUE SOUTH KENT WASHINGTON 98032 (425) 251 -6222 N0. ' DATE NEWSIOM DE$G PflON • OESCII a 3/4/C6 RENEW & 1 a I I alth . • A A sEAL P S cR o % h pS A$ <9. mo 4 , 27 4 , c ex, STE . / oM A L ENG I EXPIRES 01 -07- " THE REOPI_NT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS ODD BY BP. AND ALSO. THAT THE MATERIALS CONTAIN PRIVREDGED AND CONF1OENT1AL BUSRESS INFORMATION OF BP. ACCORDINGLY. THE RECIPIENT AGREES TO RETAIN THESE MATERIALS Id STRICT COIfEENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERALS. THE RE NNT AGREES TO USE THE MATERIALS ONLY FOR THE LAVED PURPOSE FOR *101 BP HAS MADE THE MATERIALS AYAR_ABLE, AND RECPID1T AGREES TO RETURN ALL MATERIALS TO BP OTHER UPON COmPLEYION OF THE INTENOED PURPOSE OR UPON THE REQUEST OF BP. IHICHE•ER COMES FIRST. OEVELCPNENT INFORMATIOtt FUEL ISLAND CANOPY DRAWINGS AND DETAILS SITE ADORES& 15252 Pacific Hwy. So. @ 154th St. Tukwila, Washington 98188 FAC #5515 DESIGNED St aso AU NICE Mak DOPED It OVA et IEPl MAIN er. an PUMICE PR MOON PND&CT ND 3/1 /04 BCE #2369 OWNING 1 CANOPY REFLECTED CEILING PUN AND DETAILS MEET NM cAiii .2 • 9' -6" C OF LIGHT FIXTURE 0 0 3" WIDE X 12" LONG OVERFLOW EXIT AT VERT FACE (TYP. OF 4) { a 10' -6' SPARK I. •r 4' -6' OF LIGHT FIXTURE FACE OF CANOPY FRAMING IN COLUMN REQUIREMENTS 2 2 O 20 GA. IN COLUMN REQUIREMENTS 2 1/2" CONDUITS FOR PIC 1 3 ' DIA. DOWNSPOUT 1 1" CONDUIT FOR CAMERA Building Side 64' -0" CANOPY FRAMING 15' -0" 1" CONDUIT FOR LIGHTING OR FUTURE 3/4" CONDUITS FOR PIC HOME RUNS 1i2" CONDUITS FROM J -BOX TO PIC 3 DIA. DOWNSPOUT 1" CONDUIT FOR CAMERA 2" WIDE X 20 GA. DECK TRIM ANGLE TYPICAL AT COLUMN PENETRATION. SEE ROOF DECK RIB DIRECTION X (SEE STRUCTURAL DWGS.) PRE FINISHED EMBOSSED ROOF DECK 1) 1" CAMERA CONDUIT & 2 1 /2" CONDUITS OR PIC POWER AND COMMUNICATION BY G.C. 8" WIDE X 20 GA. PRE - FINISHED RAIN WATER LEADER COVER (TYP. OF 4) 3" DIA. PVC RAIN WATER LEADER (TYP. OF 4) LINE OF ACM GRAPHICS PANELS REFLECTED CEILING PLAN D * - CENTER POINT OF CANOPY Street Side • 0 4' -6" OF LIGHT FIXTURE i i 10'-6' IN COLUMN REQUIREMENTS 1" CONDUIT FOR LIGHTING OR FUTURE 3/4" CONDUITS FOR PIC HOME RUNS 1/2" CONDUITS FROM J -BOX TO PIC 3 DIA. DOWNSPOUT 1 1/2" CONDUIT FOR CAMERA J -BOXES AT ROOF BY G.C. I LINE OF FASCIA PANELS 0 r IN COLUMN REQUIREMENTS 1 2 112" CONDUITS FOR PIC 1 3 DIA. DOWNSPOUT 1 1" CONDUIT FOR CAMERA 1 C OF LIGHT i FIXTURE SPARK 9' -6" LIGHT FIXTURE --- LIGHT FIXTURE SEMI - RECESSED LIGHT FIXTURE LSI 320 M.H. "SCOTTSDALE ", TYP. OF 16. SEE DETAIL AND NOTE 2 r , LINE OF 12" WIDE X 20 GA. CORNICE /GUTTER -3 I LIGHT FIXTURE LIGHT f FIXTURE tO z 0 • le NI% • • 4 SPARK SEAL DECK TO COLLAR Canopy Ceiling and General Notes 1) ALL CEILING DECK SHALL BE 20 GA. PREFINISHED TO -MATCH AM /PM WHITE ROLLED PANS WITH 3 -INCH HIGH RIBS AT 16 INCHES O.C. PANELS SHALL BE WATERTIGHT INTERLOCKING SECTIONS CLIPPED TO CANOPY FRAME PER STRUCTURAL DWGS. OR PER MANUFACTURER'S REQUIREMENTS. . 2) ALL EXPOSED METAL SURFACES UNDER CANOPY, INCLUDING BUT NOT LIMITED TO, CORNICES, RAINWATER LEADER COVERS AND COLUMN TRIM SHALL BE PRE - FINISHED TO MATCH CEILING DECK. SEE DETAIL '41;F 3) CANOPY CONTRACTOR SHALL PROVIDE OPENINGS IN DECK . AND INSTALL LIGHT FIXTURES. 4) FASCIA GRAPHICS BACKING AND FLASHING SHALL BE PROVIDED BY CANOPY CONTRACTOR. ACM GRAPHICS, BLUE TRIM, SPARK ETC ARE PROVIDED BY ARCO'S GRAPHICS CONTRACTOR UNDER SEPARATE CONTRACT UNLESS CANOPY AND GRAPHICS CONTRACTOR ARE THE SAME ENTITY. 5) CANOPY CONTRACTOR IS RESPONSIBLE FOR ALL DRAINAGE AND OVERFLOW FOR CANOPY ROOF INCLUDING, BUT NOT LIMITED TO, GUTTERS, RAINWATER LEADERS, OVERFLOWS, DOWNSPOUTS AND SUITABLE CONNECTION STUBS AT COLUMN BASE WHERE G.C. SHALL THEN EXTEND TO THE SITE'S DRAINAGE SYSTEM. SEE CA1 -1 NOTE #1. 6) THE CANOPY SHALL BE ERECTED IN TWO STAGES: STAGE 1: CANOPY CONTRACTOR TO FINISH ANCHOR BOLTS AND TEMPLATES FOR GENERAL CONTRACTOR'S INSTALLATION PRIOR TO POURING FOUNDATIONS. WHEN FOUNDATIONS HAVE SET, CANOPY CONTRACTOR SHALL INSTALL COLUMNS AND SECURE THEM TO FOUNDATIONS. COLUMNS SHALL BE STABLE, PLUMB AND TRUE. STAGE 2: AFTER DRIVESLAB AND SURROUNDING GRADE IS EITHER PAVED OR STABLE BASE HAS BEEN INSTALLED, CANOPY CONTRACTOR SHALL COME BACK TO THE SITE TO COMPLETE THE CANOPY. CANOPY CONTRACTOR SHALL VERIFY THAT COLUMNS HAVE REMAINED PLUMB PRIOR TO COMMENCING CANOPY ROOF INSTALLATION. 7) ALL CONDUIT INSTALLED BY CANOPY CONTRACTOR SHALL SHALL PULL ROPES AND SHALL BE ACCESSIBLE TO GENERAL CONTRACTOR'S ELECTRICIAN TO MAKE CONNECTIONS. 8) STUB OUT 1"0 SURVEILLANCE CAMMERA CONDUITS AT 18" BELOW UNDERSIDE OF CANOPY CEILING, AT PIC SIDE OF 8x10 COLUMNS. SCALE: NTS � - - 2 "x3 "x20 GA. PREFINISHED COLLAR AT COLUMN TS COLUMN Column Collar Detail 1" SURVEILLANCE - � ,CAMERA CONDUIT 1" UGHTING CONDUIT SEE 3-1/2" DIA. BUMPER POSTS, SEE TS 10 "x10 "x3/16" W/ 12 "x12 "x1/4" PLATE WELDED TO BOTTOM BUMPER POST ; Y 1 if 1 r L ANCHOR BOLTS PER PIC MANUFACTURERS TEMPLATE CONDUITS FOR PIC SEE CAI -1 Light Detail SCALE: NTS • Column /PIC Plan Enlargement SCALE: NTS 4 SCALE: NTS d • 4 23 1/4' 18' •0111•01. MIME, • 5 In Doeily•-• • BALLAST FURN. FIXTURE 19 1/8"x6-5/8"x6" HIGH LOCKING COLLAR FURNISHED W /LIGHT 3" HIGH (MAX.) 3" METAL DECK RIBS CEILING UGHT TRIM & LENS FURNISHED W /FIXTURE 14 5/16 "x14 5/16 "x6" HIGH t 1/4' W W 0 1 . J 1 1 {� CANOPY COLUMN Y \� 3" DIA. DOWNSPOUT RS'r''`' `� CDm � MpLI Ay , 1f71 APR a 5 2043 1 4k R:.w •.h' '` '� • 12' -6"x 4' -2' (MIN) 3/4" HOME RUNS FOR PIC PIC UNIT AND 1/2" CONDUITS REcervED CITY OF TUKWMA MAR 1 O2uti5 PERMIT CENTER plc Foundation /Post Detail ACM CLADDING v 0 u M 0 0 r 0 ai E v 0 0 a) cv 0 u co co 0 a u m U- 0 '5 ..r v S m ••S - • • CLIENT: A kkk Ir. A rim COOT MaouCIS,, U C ALLIANCE MANAGER. ALIT FOR OP: ' 11.111111111111 ". 111111 B ovis . Land Lure G/obalAlliance ' 412111111,0912 ow LA PAW CA IIIII. ; t ' NATIONAL 911E ADAPT CONSULTANT: pHA&, 0 c N G ENG�� PLANING AND DESIGN SPECIALISTS" 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 N0. DATE REVISION OE3CRIPTION 1Q 3/4/b6 DESIGN RENEW a . � , ZSi L\ . LS. A T A SEAL: S . C, ms s: NAS, 0 4 , O .,.) 9 28527 p �� ' /STE��' ANA L EN EXPIRES 01-07 - getingENBSCCLZAZIEM THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS 'S MINED BY OP. AND ALSO, THAT THE MATERIALS CONTAIN PRIMLEDGED AND CONFIDE/01AL BUSINESS INFORMATION OF SP . ACCORDINGLY. THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT r„CNf1DENCE AND AGREES NOT TO DISCLCGE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPES OF THE MATERIALS. THE REORIENT AGREES TO USE THE MATERIALS ONLY FOR THE UNITED PURPOSE FOR "HOCH BP HAS MADE THE MATERIALS AVAILABLE. AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP. RWICHEVER COMES FIRST. DEVELOPMENT INFiORMA110It FUEL ISLAND CANOPY DRAWINGS AND DETAILS S11E ADOIiESS: 15252 Pacific Hwy. So. @l54hSt. Tukwila, Washington 98188 , FAC #5515 OESCIED er. oeo mow OEM Ft a IP . - NAMI et am MLWICE PM %---e 3/1 /04 PROJECT NI BCE #2369 DRAMS ?RILE: PROPOSED CANOPY ELEVATIONS AND DETAILS iter 1 cA2-1 • NOTE: ARCO STANDARD FIXTURE SHALL BE LSI "SCOTTSDALE" CANOPY FIXTURE Light Detail SCALE: 1 1/2" : 1 Side Elevation SCALE: 1/4" = 1' -0" Front Elevation SCALE? 1/4" = 1'—O" \__. CEILING 1 COLUMNS PAINTED "PEARL WHITE" BALLAST FURN. /FIXTURE 19 1/8"x6-5/8"x6" HIGH LOCKING COLLAR FURNISHED W /LIGHT 3" HIGH (MAX.) 3" METAL DECK RIBS UGHT TRIM do LENS FURNISHED W/F1XTURE 14 5/16"x14 5/16"x6" HIGH A.C.M. FASCIA BACKING "PEARLESCENT WHITE" IMAGE DECAL "ARCO BLUE" d NEW CANOPY I EXIST. CANOPY 10 di SIGN BOX BY OTHERS � I FASCIA PANEL ALUMINUM \ SCALE: 3/4" at 1 -0" Spark Detail ILLUMINATED SPARK LOGO, SEE SITE PLAN FOR EXACT LOCATION SPARK FRAMING IMAGE DECAL .4 ILLUMINATED SPARK LOGO ON A.C.M. BACKING SEE DETAIL AND SITE PLAN FOR LOCATIONS ACM FASCIA W/ SHEET METAL BACKING, INTERNAL FRAMING PER MANUFACTURER SHOP DRAWINGS. MANUFACTURER TO COORDINATE ATTACHMENT -. ----- LOCATIONS W/ INSTALLER IMAGE DECAL PLASTIC BULLNOSE W/ ILLUMINATED REVEAL, BEYOND • • 1 Canopy Fascia Detail SCALE: 1 1/2" = 1' -0" • I 3 1!4" SCALE: 1 1/2" = 1' —O" 3 /4" SCALE: 1 1/2" at 1' -0" GUTTER 11 1/2" GUTTER Canopy Fascia Detail WIAIIIIIITIVAR 4 k4 L UMINUM FASCIA NEL AND FRAMING I BEYOND SIGN Fascia Sign Section ANOPY FRAMING MEMBERS, SEE STRUCTURAL DRAWINGS 3 "x2" OPENING FOR EMERGENCY OVERFLOW DRAT (TYP. 0 EACH DOWNSPOUT) PREFINISHED IN WATER LEADER COVER DRAIN W/ STRAINER AND LEADER (LONGITUDNAL SECTION) CANOPY FRAMING MEMBERS. SEE STRUCTURAL DRAWINGS 3" METAL DECK FOR SIMILAR INFORMATION NOT NOTED HERE (TRAVERSE SECTION) 4" ALUMINUM FASCIA WRAP AROUND SPARK BOX. WRAP TO ALIGN WITH FRONT AND BACK OF FASCIA CIRCULAR SIGN BOX WRAPPED BY ALUMINUM FASCIA (BOX SITS OUT PAST FASCIA) SPARK FRAMING ATTACHED TO ANGLE IRON BRACKETS PROVIDED BY CANOPY INSTALLER k t 1 1 /2 "x1 1/2 ANGLE I IRON FASCIA BRACKETS BY CANOPY CONTRACTOR 0 24" O.C. r CITY RECEIVED MAR 1 PERMIT CENTER ,1 ;,t r• . . ALL DETAILS ABOVE ARE FOR THE NEW FASCIA SECTIONS. EXISTING FASCIA NOT SHOWN WILL RECEIVE NEW ACM PANELS. • • f IS . • I. 'I 0 U N 0 v 0 0 ("1 0 0 IT E 0 0 0+ 0 V E 0 IU 0 a J a r 1 U, a V Ark. 1.14r ARCO my Not As21.2 SEE FOUN DETAIL DAT10N Embedment Detail Rear Elevation (4024 "ON OF GROUTED CELL #4'S CONTINUOUS �3 HOOP TIE #4 COMPACT SUBGRADE TO 90% Ii ∎\ ii : <4 ;! ie Nip \!'a � ■• IN • 1 II SL OPE 1X F; Jr o r i JA �; ! 4 t . 11111111I11mi1111i1I111111 t �� I11111111i11I1111I11111I1'' A 1 ; 1111= — _ _ i YARD FINISH GRADE SEE SITE PLAN SEE FOUNDATION DETAIL �..., SEE -- POST DETAIL STACK BOND CMU MP.) PAINTED TO MATCH BUILDING COLOR P -1 HOLLOW CONCRETE MASONRY: F'N = 1.350 psi UNITS SHALL BE LAID UP IN BED TYPE S MORTAR • (F'C = 1.800 psi ) AS FORMULATED IN U.B.C. REINFORCE WALLS AS SHOWN. FILL ALL CELLS CONTAINING REINFORCING WITH COARSE GROUT (F'C 2.000 psi ) AS FORMULATED IN U.B.C. SECTION 2403 (S). Section 1— Typical Side Elevation 8" STACK BOND - C.M.U. (`TYP.) Ar iiiiii 2 CANE BOLTS HEAVY DUTY SEE POST DETAIL i(`rYP.) Front Elevation 6' -0" HIGH 6"0 STEEL POST SEE EMBEDMENT DETAIL -1 3/4" W x 2" D x 3/16" CHANNEL FRAME (FULLY WELDED) WITH 1 1/2" DEEP; 20 GA. CORRUGATED DECKING, BHP METALS "BOXRIB" OR EQUAL, PAINTED BOTH SIDES TO MATCH BUILDING COLOR P -1 crrtroKu MAR 10 ku�5 � r CLRM1: M r ST COAST PRODUCTS, Use 1141001", MOO Pat Ovis . GIobaiAIlian �e 1M1�IAL , ADAM p LT*t H a(4,,,, IP � r 0 s b �QENQ� v . RMe•m No 0 11 MLili" 18215 72ND AVENUE SOUTH KENT WASH ON 96032 425) 251 -4222 rsa DAN �tvs0in oac�' 1 w a & � A M j p sy,4 y o � f 227 �p S CA STE' � /ON v 1 WIRES 01 -07 -0� 11E IJEICMIE�IT OF 11 3 WC TMOM VW 00►MM HT M M YA1 Jt R 0111111D K M. MO MO. THE NA .$ OONTMII AND OO•OI % MJMIIE� .�OlrIM1011 M1. AOCO�IE.Y. 11EDIT MOMS 10 �TMII 11�! MA1�AL; M i11MCT COI mO10[ AND AVM NOT 10 MUM ROE NA1 M2 10 ANY OM7M0 PARTY NO 11Ma A N OT 10 MAN[ 00�! OF 11E NA10MM.1i 11E =MT • 10 U 1t IM1aA1. at FOR 1 MUD J SON NAM MADE 11- MAMMAS A1MJ . I. AND IMDCI�IT AM ES TO �1{�1 ALL MAMMAS 10 r Q11NR t/ON ODII/�E11011 W M N 1Oc PJIIO<a10011*ERQwOf�. MOW COWS p t UNDERGROUND STORAGE TANK STANDARDS ELEMENT TPOI V-6 2004 SERIES AMERICAN STANDARDS sW �oalc�l 15252 Pacific Hwy. So. @1MhSt Tukwila, Washington 98188 FAC #5515 A�0 i wIn sI�R roe V6.o "ma 3/1 /04 BCE #2369 ova Wilk ENc ENCLOSURE .. ., "•p.^v,• •10.i'6.rr.11104 .111"1“'.Qi'" 6 i ►* • .....au. _.. ..1 ..a.. '.'. -- •.aL.w� ' .�. • c .�..:.�.r�wii..� '�.- L, 3 - - re.- : . ::r�SJ�i;.'..w, i:: X.44R'T:.1.T. .F < Stitt • T.7.LAWN^C . • • • JOB #r j _ 84AR015 15252 Pacific Highway South Tukwila, WA 98188 SCALE : 114" • 1 '-Ow DRAWING I . AR.C.6456.04.0 I sel 4 :1 1 f U Ce These droving std sl infer otion hereon ere of a c nh intiol news and (rntein tM property of Frey -Moss Structuree, Inc.1FMS1 Any on of npro/rction of these *miry for any purpose, except by written mission of FroyMess Structnree, Inc. is strictly prohibited. © 2004 Frey -Moss Structures, kic. Al rights ressrrei :NYC.•• •...bic: s.. =as = INC : =aec =s = at= te = = - N i i 1 11' -3 1/2 C7 x 9.8 C7 x 9.8 Cl x 9.8 C7 x 9.8 C7 x 5.8 C7 x 9.8 W16 x 50 n n W16 x 50 ' W16 x 50 W16 x 50 W16 x 50 FRAMING PLAN SCALE: 1/4" = 1' -0" W16 x 50 I • =a as =it - :mo = so= :a.au ant lac a as ala aas , s = sat ass tat — ate as ma aas az as _ nes .M lac O.a — ass aat a Ea all MB �irv.�• u>I � I I 1 14 GA. FLANGE BRACE (Tr 0 12 PLACES) 3 El 11 ii1111_Lti [LI I I I t 10R1's GA. GALVANIZED SHEETLIETAL OUTRIGGER 0 48" 0 I II BY CHK DATE 3 -1.05 : A.R. 00 REVISIONS 1. CHANGES PER DEVIATION 53 —O I Bl 14 GA. FLANGE BRACE (TYP. 0 12 PLACES) = == = = = = = === Ait6 64' 4 0/0 CANOPY 41' -5" C/C BEAMS & COLUMNS 1 II Lit 1_11_ aag. 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way Silverton, Oregon 97381 II /OR1's 20 GA. GALVANZED SHEETMETAL OUTRIGGER 48' 0/C 117 =�� == = FREY PLASTIC BULLNOSE "ARCO BLUE' w/ LLUMINATED REVEAL "POWDER BLUE' BY OTHERS • P _ = = = STRUCTURES II 1 III 4 11' -3 I/ . -• _--- 11' -3 1 2� n OO MOSS T— „satT=asasrsasaliesa 7 C7 x 9.8 C7 x x 9.8 x 9.8 ki a i i I I i 1 4 11 4i 1 II II = = = = = = _ = = =tr ILLUMINATED SPARK LOGO (TYP.) FURNISHED A INSTALLED BY OTHERS Voice: (800) 3881385 Fax: (770) 483 -8037 www.frey•moss.com fn ifrey- mo:s.com « Y ' 0 t 0 ;n • W16 x 50 K Ifl sail ('odi Review C llaall .rit BP West Coast Products 64'•0" x 56' -0" 141 Four Column Canopy framing Plan 1 Nassarattab _ ■ .w. • r CODE 1=� DRAWN BY: DATE: 812712004 CHECKED BY: .: DATE: 813012004 • 1 . - �1�. � ice. ♦ ..., ___ • ___ ..• ^T i �•�__ _ '• _ w } .ass.a..v ti w• r FLANGE BRACE DETAIL SCALE: 1 1/2- - 1. -0" FLANGE BRACE DETAIL 1 SCALE: 1 l /2 = 1 ' -0" 1 1_ RE VIEW Il.13 This pion was relle'ral for i;. �:ertl cw:lbr 9�rw� ancr wit% the friu. as wsasotird by die juri�ctl:cti.sa: �' • SI roam m rat Provisions of floe toterootiaosi Brig Code 0 Naas- Isntctttrat Powiaiws of the Miteerostiosai R Cade ❑ °flier • c, T1i reject sas is respcso ibis taw oewfonosace with all a pl cat is .. a des. wikk at approval. and peewit irraat sts sobjeot to the rayvisoments a�J iaterpeetatiwr d the govvr> avolbariOX Tlsis MAIM 110a8 not renews the M.:dt+at a:.J Logjams of Record of rt ih' for s eesetpkte .Milo is aeosrionos o ith the lows of doe gowning i ,. • •.t;.s and the suit . �1-4°"4 JerisJictintt Q man /12 x 3/4" Lg. TEK— SCREWS (TYP.) P.E. /- r2x3/4' Ric-SCREWS ( TYP.) MAR SIZOOS W16 x 50 W14 x 48 "x16'x20 GA. CEIUNGDECK Q C Fez 14 GA. RANGE BRACE (SEE PLAN FOR LOCATION) iFB / 1-14 GA. FLANGE BRACE (SEE PU11 FOR LOCATON) i 1i y Tukwila, Washingto SPECIAL INSPECTION NOTES: 1. FREY —MOSS IS NOT RESPONSIBLE FOR ANY SPECIAL INSPECTIONS AS THERE ARE NO FIELD WELDS OR HIGH STRENGTH BOLTS. 2. THE FOUNDATION WORK INCLUDING THE CONCRETE, ANCHOR BOLTS, AND RODS REQUIRE SPECIAL INSPECTIONS BY OTHERS. - CANOPY DESIGN CRITERIA THIS BUILDING IS TO CONFORM TO THE FOLLOWING CODE INTERNATIONAL BUILDING CODE — 2003 EDITION INTERNATIONAL PLUMBING CODE — 2003 EDITION NATIONAL ELECTRICAL CODE — 2002 EDITION DESIGN LOADS : THIS BUILDING IS CONSTRUCTED TO WITHSTAND THE FOLLOWING LOADS: ROOF QESIGN DATA LIVE LOAD = 30 PSF DEAD LOAD = 8 PSF GROUND SNOW LOAD = Pg = 25 PSF SNOW EXPOSURE FACTOR = Ce = 0.9 SNOW LOAD IMPORTANCE FACTOR = Is = 1.0 THERMAL FACTOR = Ct = 1.2 FLAT ROOF SNOW LOAD = 18.9 PSF WIND DESIGN DATA BASIC WIND SPEED = 90 MPH WIND IMPORTANCE FACTOR = Iw = 1.0 WINO EXPOSURE FACTOR = C EARTHQUAKE DESIGN DATA SEISMIC IMPORTANCE FACTOR = le = 1.0 SEISMIC USE GROUP = D Ss = 1.597 S1 = 0.556 SDS 1.06 SD1 = 0.556 SEISMIC DESIGN CATAGORY sit E RESPONSE MODIFICATION FACTOR in 2.5 BASIC SEISMIC FORCE RESISTING SYSTEM = 7, INVERTED PENDULUM SYSTEM — A. CANTILEVERED COLUMN SYSTEMS E1 10F4 . *J,t,C,d'. It .. '� .�?+Iti* '7a1• r'+h..:..�..: tA► M• .,�r. ."].r ; Y � A• ♦: • •.'.' 1*" . . �•�i��PI77 � a..ir.e+.ir✓r�r.Y..wA r . • . - w• -.+I' 1 -- ••/ = •� .•..• w . —. w.. .� •y. -.� T.- r.•.... . �� •n.- _r •.•r •.I.. iamb -! r .' �� .•■. .1.• —1 •... +� .�-- alma - •w • •,� —�. -t. .i.. �. .�•. = •.-. = �: -- .w.. r y.. .... ..� = = �- • �.r �. •A., OP • w .fa :23 = . —r, w a.... �!. .M.. = •••... +.. — r• = = = •�■ �� = = r•• �. .•. +� • 0•1•■ ' —ivy. r. w —v I /Z It 1U -0 t/2 t% 10 - -0 1/T 14 10' -0 1/2' It 10' -0 1/2' K' 2' -1046" = =_ I I - : ..... ...... ---= - = : == s====sue = = = = === .... =sXs =s =.. 4' === == = = = = = =— =...= A.C.M FASCIA BP PEARL SS 12`x12'x5/16 (TYP. 0 4 PLACES) PLASTIC BULLNOSE 'ARCO BLUE' w/ ILLUMINATED REVEAL POWDER BLUE BY OTHERS f T • 'ARCO BLUE' DECAL I BY OTHERS L • 4 • • WEST ELEVATION SCALE: 1/4" is 1 -0" 10' -0 1 /2' EAST ELEVATION SCALE: 1/4" — 1' -0" H SS12 . x12 R x5/16" (TYP. 0 4 PLACES) 10' -0 1/2 A.C.M. FASCIA 8P PEARL 56' -0' 0/0 CANOPY 56' -o' 0/0 CANOPY 10' -0 1/2 PLASTIC BULLNOSE 'ARCO BLUE' w/ ILLUMINATED REVEAL 'POWDER BLUE' BY OTHERS 10' -0 1 /2' 14 ' ■ 10' -0 1/2' — = Nsl ILLUMINATED SPARK LOGO FURNISHED & INSTALLED BY OTHERS Yt` 2' -1046' r. ' -1014' 14 7'- 7 1 /8' - - . u . 1 -10 O.. = • 10' -0 1/2' • 3 � - _ T J—. SCALE: 1/4" - 1' -0" NORTH ELEVATION • 9' -4 3/4' ILLUMINATED SPARK LOGO FURNISHED & INSTALLED BY OTHERS 10' -0 1/2 .w 12' x 12' x 5/16' /SS TYP. 0 4 PLACES) •i•• —'r♦ r -• w. — ..ail. W. MM. --.. — •*+- -... •••• b.r. ••••••I • 64' -O' 0/0 CANOPY 10' -0 1/2 1~' 10' -0 1/2" PLASTIC BULLNOSE 'ARCO BLUE' w/ ILLUMINATED REVEAL 'POWDER BLUE' 8Y OTHERS 10' -0 1/2 A.C.M. FASCIA I3P PEARL 4 a 4 64' -0' 0/0 CANOPY T • 1 r- = = = ,i.• 10'-0 1/2 mom. ammo loin. a... woo. .+.. t = = = = ...- •r. PLASTIC BULLNOSE 'ARCO BLUE' w/ ILLUMINATED REVEAL "PONDER BLUE' BY OTHERS • $t` • T 10' -0 1/2 16' 4 _._ - A.C.M. FASCIA BP PEARL 9' -4 3/4' Yri = = = = = =2 coDE COMP pry AP 82 52405 CAD/ 01'1 okkii 3 li@EOW 4 I NAB 10 204:', 7 ; READ MIDDLETO N . 4 . J our ammo mow. molar mow :rm. so•dI, arm. oillab oat. l h141 01 2 ;t' r' 7' -7 1/8' 1 • >:: = = r:•. .ir .....ter.... .... ..... —� It 1' - 1OW . ILLUMINATED SPARK LOGO FURNISHED k INSTALLED BY OTHERS REID MIDDLETON• INC • •1 Thar draw* wad oA information horoen ore of a confii atirl notwo ortd mum tlw property of Froy-Moss Simrtura. Mc. (FMS). Any use a 'mprraaluctiso of thou 4rorriigs hr Ng wpm, mops by *Otto minim of Fny -Moss SNrctarna, Mt. is strictly prohibits/. i► 2004 Frsy -Mra Structured 's. AI rights reserved a DATE I BY CHK REVISIONS 3.1-05 A.A. 00 1. REVISED COLUMN SIZE • 1801 Rockdale Industrial Blvd. Conyers, Georgia 30012 1302 Eska Way , Sihrsrton, Oregon 97381 FREY STRUCTURES 0 M OS S Voice: (800) 366 -8385 fax: (770) 483.8037 www.frey.moss.com fms•fray-moss.com _- • 4 BP West Coast Products 64'•0" x 56' -0" (4) Four Column Canopy Elevations 6 DRAWN BY: .� .. DATE: 8127/2004 CHECKED BY: . Saws. '.,11lr ..r DATE: 8130/2004 • 41114.. fr•ae JOB r � 15252 Pacific Highway South Tukwila, WA 98188 SCALE : 114" - 1'-0" DRAWING N • AR.C.6458.04.0 •..w «• mow. - . -...—. ••••• .` . Y in. L• •A. S4AR015 E2 20F4 +Miyi/. . try'; 1- , 40.,'"011r +i+►rMc�� _ a1r�y. N f'M'1 a vs 3 Sts 1 1 A.C.M. FASCIA \fJ • 20 GA. EMBOSSED WHITE FASCIA TRIM 1/8"o POP- RIVETS 0 24" O/C (PAINT HEADS TO MATCH) FINISH SIDE SIM 3 1/4" SECTION "8" 111/4" 8 ' 13/4" x S.M. A (CON TI 24 GA 2 4 G FLAS 10' 0 3' -8 3/4` TO FACE OF OUTRIGGERS & SOFFIT 13/4" x 18 GA. VGLE SUPPORT VUOUS) MIMS • F1 • FLASHING 44' -0' TO CENTER OF BEAM 20 GA. ZEE 0 EACH OUTRIGGER #Z1 20 GA. ZEE 0 EACH (2) x'12 x 3/4" LG. TEK SCREWS (TYP.) (2) #12 x 3/4" LG. TEK SCREWS (TYP.) 3' -0 3/4' TO END OF DECK 1-BEND DECK ENDS DOWN (TYP. SECTION SCALE: 1 1/2" = r—O" 11'-0" TO CENTER OF COLUMN 4 3/4" X 3/4" X 20 GA. (STOCK) W/ DOUBLE STICK TAPE 0 BOTH ENDS (FLUSH WITH END OF ASSEMBLY) 10' -2 3/4" WATER LEADER COVER t W16 x 50 • 4 "0 PVC WATER LEADER .032 EMBOSSED WHITE ALUMINUM 4 "0 TO 3' PVC REDUCER SOFFIT / GUTTER 1 1 SECTION • o ° INSTALL 3/4" X 3/4" x 20 GA. ANGLE W/ THIN ADHESIVE TAPE AND HOLD FLUSH W/ ENDS (TYP.) 9' -8` C/C BEAMS B ri 1/2 "x13 x1' -6" COLUMN TOP PLATE 3 "0 PVC DRAIN 1T HSS 12" x 12" (TYP.) W16 x 50 DECK CLIPS (1) PER RIB 0 EACH PURLIN (NOTE: ALTERNATE ALONG BEAM FLANGE) 9' -8' C/C BEAMS 1/8" WHITE POP- RIVETS (EXTRA LONG) 56' -O" 0/0 FASCIA PANELS 34' -0' C/C COLUMNS 9'- 4 C/C BEAMS b4' -1 1/2" DECK LENGTH W16 x50 ONE BEAD OF OSI SBR -100 CAULK - (4) 5/8" x 2" Lg. A307 M -BOLTS (TYP.) � - 3" x 16" x 20 GA. _ . EMBOSSED WHITE ACRYLIC CANOPY CEILING DECK W16 x 50 9' -8' C/C BEAMS SS 12" x 12" COLUMN r w #1ox /2" HEX HEADS W16 x 50 • EMBOSSED WHITE COLUMN TRIM #2TA1 r 9' -8" C/C BEAMS 1 1 1 1 K 11' -0 TO CENTER OF COLUMN (-0' TO CENTER OF BEAM i I NOV • uI• • W16 x 50 #12 x 3/4" Lg. TEK- SCREWS 018 "0 /C .032 EMBOSSED WHITE ALUMINUM WATER LEADER COVER 4"0 NO -HUB CONNECTOR 3' -8 3/4' TO FACE OF OUTRIGGERS St SOFFIT 3-0 3/4" TO END OF DECK 4"0 CANOPY OUTLET FIELD TO CUT -OUT SOFFIT FOR OUTLET USE CAULK TAPE AT OUTLET 10' -2 3/4' WATER LEADER COVER 1/2" X112 x 3/4" Lg. TEK- SCREWS 0 8" 0/C # R 20 GA. SHEETMETAL OUTRIGGER 0 48" 0/C Atil■ • j MAR 1 1 Z { 4"0 NO -HUB CONNECTOR R II II 11 11 JL 0 ��J -+-• MAR REID MIDDLETON, INC. CUT -OUT IS 4" WIDE 1 SA1 20 GA. EMBOSSED WHITE FASCIA TRIM SOFFIT/ GUTTER t F .-- N t� 2' 8' 10" gt 3 1/4" I� • 1 4 110 HEX HD. 24" 0/C 1/8`0 POP- RIVETS 0 24" 0/C (PAINT HEADS TO MATCH) A.C.M. PANEL N PAINTED BY FMS / PEARLESCENT WHITE / 16 GA. FASCIA i Thee *minis rod d inf onnetion hereon we of a confidontiel natrr end rotten the prepay of Frog - Moss Strllchlrs, Int. f FMS). Any Inn or Inproductiso of thou drawings for any purpose, Mart by torittot rarmessise of Froy -Mass Strllctvros, Inc. is strictly prolibtod. t "44.4 •st.4kaMa rd. ilt.r�ra►A. ;: �e ►:: Ir. 0 2004 Froya000 Structures, inc. AA rights reserved • DATE BY 31 .05 A.R. CHK 00 I REVISIONS 1. REVISED BEAM SIZE • 1801 Rockdale Industrial Blvd. 'Conyers, Georgia 30012 11302 Eska Way 5ilverton, Oregon 97381 FREY STRUCTURES 0 MOSS Voice: (8001366 -6385 f ax:1770) 483-6037 www.heyinou.corn *ms@froy- moss.com v • BP West Coast Products 64'•0" x 56' -0" (4) Four Column Canopy Section DRAWN BY: DATE: 812812004 CHECKED BY: .44«••• , c frowew, DATE: 813012004 • JOB N S4AR015 15252 Pacific Highway South Tukwila, WA 98186 SCALE : 1 112" - 1' -0" DRAWING # • AR.C.6456.04.0 ► via 'a>'G.? M�: ii :7 r...-.- ..�s , . �. ...w.. , r- ;r .., - E3 30F4 • ,1 °/I°: hap eJ FIELD NOTES: TOP OF ISLAND FOOTING /1 • ELEV.: .TOP OF ISLAND FOOTING /2 • ELEV.: 1. SECURE CANOPY COLUMNS TO ANCHOR BOLTS. 2. ALL CONCRETE SHALL BE A MINIMUM OF 3000 PSI AT 28 DAYS. 3. TOP OF PIER FOOTINGS TO BE LEVEL WITHIN 1/4" TOL. 4. SOIL BENEATH PIER FOOTINGS TO BE WELL COMPACTED AND BE CAPABLE OF SUPPORTING A LOAD OF 2000 PSF. SOIL CONDITIONS ARE THE CONTRACTOR'S RESPONSIBILITY. 5. SETTLING OF THE FOOTINGS IS THE CONTRACTOR'S RESPONSIBILITY. 6. ALL FIELD WORK BY G.C. 7. GENERAL CONTRACTOR IS TO REFERENCE THE GEOTECHNICAL REPORT DONE BY EARTH CONSULTANTS, INC. DATED 3 -24 -1988 FOR MORE INFORMATION ON PREPARING THE SITE. 8. REBAR TO BE ASTM A615 GRADE 60. 9. STRUCTURAL WELDING AT STEEL COLUMNS SHALL BE MADE WITH FILLER METAL PRODUCING WELDS WITH A MINIMUM CHARPY V -NOTCH TOUGHNESS OF 20 ft -Ibf AT MINUS 20 DEGREES F. 41' -5" C/C FOOTINGS 64' -0' 0/0 CANOPY 1302 Eska Way Silverton, Oregon 97381 TOP OF ISLAND FOOTING /3 ELEV.: STRUCTIJRES Void: 1800)388.6385 fax: (770) 483.8037 www.frey- moss.com fma�lfrey- mau.com 1 1/2 A -307 ANCHOR BOLT w/ 6' THREADED PROJECTION & (2) NUTS & OVERSIZED WASHERS PER BOLT BY G.C. • SCALE: 1" s 1' - 0" 4) A307 A.B. 3' MIN. COVER 4) A307 A.B. ANCHOR BOLT DETAIL • •� • •- • • • - O 0 O �• . • 18' • • •�• • L • 1 1/2'4 A -307 ANCHOR BOLT W/ 6' THREADED PROJECTION & (2) NUTS & OVERSIZED WASHERS PER BOLT BY G.C. (32) /5 REBAR VERTICALS NINE • EACH FACE FOR SQUARE 1'0 SEALOFFS BY F.M.S. TOP OF MAT ,„1._ -4_ )- 4- I-- 4- -1-j-- I-1-1 -I--- \ r---717-4414 - ;\ 4-4 14-1-1 4 4- '\'\. \/\/\//\///.\/ //i ///v ice ✓� i. A\A A\,\/ 11 W1ft ? 5 /` ' \___ NATURAL GRADE sees .. RE .. r___ RE\r\.*jEcFO's CODE C »ir'l LANCE is Tr•. _' —..r. Y APR 2 5 2405 TOP OF ALL FOOTMGS • SAE ELEVAI ON IL These drsw* sad r int«notien low are of . anFilerrtiei nature and ramie the property el freyMsss Structures, Inc. IFMSI. Arry we or aerial:Son of these Irawwp for any purpose, inapt by written .wrrwsisn sf Frey -Mess Slrrrctures, Inc. is strictly prohibited. 0 2004 Frey -Moss Structures, Inc. AI runts reined CHK 312412005 3.1.05 11.29.041 BY I MTH A.R. A.A.1 ED Loo 00 REVISIONS NNW 3. MISC REVISIONS 1. REVISED PER DEVIATION 1. REVISED PER IBC CALCULATIONS • • BP West Coast Products 64'•0" x 56' -0" (4) Four Column Canopy Foundation Plan • M .,...Lh ..4 .0011w00 .4,0*111404.101 1,+4 esw•.r+10iti•w :err.:. + «.w+. DRAWN BY: DATE: 812712004 CHECKED BY: DATE: 813012004 JOB S4AR015 15252 Pacific Highway South Tukwila, WA 98188 DRAWING /1 AR.C.8458.0 15252 Pacific Highway South Tukwila, WA 98188 DRAWING /1 E.0 FI 40F4 r ...%.i.. mot r �Mr..`�, i.'�.'r h r . t l•... ✓,.�, M . ,�,., . r- ..�,q. . ,,�; �...+ �'